Meeting phoenix-pdf-2024-05-29 complete
2024-05-29 · Formal Meeting
Formal Meeting
Item text
Summary
This item transmits the minutes of the Formal Meeting of Jan. 5, 2022, for review,
correction and/or approval by the City Council.
The minutes are available for review in the City Clerk Department, 200 W. Washington
St., 15th Floor.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 15
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Summary
This item transmits the minutes of the Formal Meeting of Jan. 26, 2022, for review,
correction and/or approval by the City Council.
The minutes are available for review in the City Clerk Department, 200 W. Washington
St., 15th Floor.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 16
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Summary
This item transmits the minutes of the Formal Meeting of Nov. 1, 2023, for review,
correction and/or approval by the City Council.
The minutes are available for review in the City Clerk Department, 200 W. Washington
St., 15th Floor.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 17
Report
Supporting documents
No supporting documents stored.
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Item text
This item transmits recommendations from the Mayor and Council for appointment or
reappointment to City Boards and Commissions.
Responsible Department
This item is submitted by the Mayor's Office.
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ATTACHMENT A
To: City Council Date: May 29, 2024
From: Mayor Kate Gallego
Subject: BOARDS AND COMMISSIONS – APPOINTEES
The purpose of this memo is to provide recommendations for appointments to the
following Boards and Commissions:
Military Veterans Commission
I recommend the following for appointment:
Alex Popovic
Mr. Popovic is the Founder of Apex CRE and a resident of District 3. He fills a vacancy
for a term to expire May 29, 2027.
North Mountain Village Planning Committee
Vice Mayor Debra Stark recommends the following for appointment:
Joshua Carmona
Mr. Carmona is an entrepreneur and a resident of District 3. He fills a vacancy for a
term to expire November 19, 2025.
Paradise Valley Village Planning Committee
I recommend the following for reappointment:
Louisa Ward
Ms. Ward will serve her third term to expire November 19, 2025.
Page 19
Report
Supporting documents
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Item text
Request for a liquor license. Arizona State License Application 288457.
Summary
Applicant
Amy Nations, Agent
License Type
Series 6 - Bar
Location
4324 W. Thunderbird Road
Zoning Classification: C-2
Council District: 1
This request is for an ownership transfer for a liquor license for a bar. This location was
previously licensed for liquor sales and may currently operate with an interim permit.
The 60-day limit for processing this application is May 31, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Page 20
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“We train all of our employees in responsible liquor service. We check all ID's, we hold
weekly meetings and plan to be very vigilant.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“Charley's Place is a neighborhood bar and grill that patrons of legal age may come
and enjoy.”
Staff Recommendation
Staff recommends approval of this application.
Attachments
Attachment - Charley's Place - Data
Attachment - Charley's Place - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 21
Liquor License Data: CHARLEY'S PLACE
Liquor License
Description Series 1 Mile 1/2 Mile
Bar 6 1 1
Liquor Store 9 3 0
Beer and Wine Store 10 2 1
Restaurant 12 10 3
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 48.67 70.38
Violent Crimes 12.31 7.59 9.12
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 38
Total Violations 75 48
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Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1042022 2649 87 0 15
1042023 1420 88 18 4
1042121 1193 15 0 17
1042124 2501 80 3 5
1042181 1368 85 8 6
1042182 926 72 3 3
1042191 1602 85 0 13
Average 0 61 13 19
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Liquor License Map: CHARLEY'S PLACE
4324 W THUNDERBIRD RD
Ü
Date: 4/9/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 24
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 291448.
Summary
Applicant
Jared Repinski, Agent
License Type
Series 12 - Restaurant
Location
3121 W. Peoria Ave., Ste.104
Zoning Classification: C-2
Council District: 1
This request is for a new liquor license for a restaurant. This location was previously
licensed for liquor sales and may currently operate with an interim permit.
The 60-day limit for processing this application is May 31, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
The ownership of this business has an interest in other active liquor license in the
State of Arizona. This information is listed below and includes liquor license violations
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on file with the AZ Department of Liquor Licenses and Control and, locations within the
boundaries of Phoenix, the number of aggregate calls for police service within the last
12 months for the address listed.
Chilaquiles Modern Kitchen (Series 12)
830 W. Southern Ave., Ste. 1, Mesa
Calls for police service: NA - not in Phoenix
Liquor license violations: None
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have been representing liquor licensed establishments in Arizona for over 15 years.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“Tourism plays an important role in out local economy and liquor licensed
establishments (the sale of alcohol) is a very important aspect of tourism. Thererefore,
if the City of Phoenix continues to lead the State of Arizona by approving quality and
diverse businesses (restaurants, bars, microbreweries, distilleries, hotels, resorts, golf
courses, special events, convenience, liquor, grocery stores & gas stations) similar to
this proposed liquor licensed businesses will prosper.”
Staff Recommendation
Staff recommends approval of this application.
Attachments
Attachment - Taco Night & Tequila - Data
Attachment - Taco Night & Tequila - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
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Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 283896.
Summary
Applicant
Jaspreet Gill, Agent
License Type
Series 10 - Beer and Wine Store
Location
10625 N. 19th Ave.
Zoning Classification: C-2
Council District: 3
This request is for a new liquor license for a convenience store that does not sell gas.
This location was previously licensed for liquor sales with a Series 9 - Liquor Store,
liquor license and does not have an interim permit.
The 60-day limit for processing this application is June 10, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
The ownership of this business has an interest in other active liquor license(s) in the
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State of Arizona. This information is listed below and includes liquor license violations
on file with the AZ Department of Liquor Licenses and Control and, for locations within
the boundaries of Phoenix, the number of aggregate calls for police service within the
last 12 months for the address listed.
24/7 Convenience Store (Series 10)
802 N. Hardy Drive, Tempe
Calls for police service: N/A - not in Phoenix
Liquor license violations: None
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have 12 year experience for running convenience store with beer license. I have
never lose my license in last 12 years. In all these years I have learn a lot how to run
store safe and how to train my employees so they don't make any mistakes.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“I issuance if I get approved for beer license I will put the best interest of community in
mind by keeping place clean, good choice of beer and wine and make sure we check
everyone id so we don't have any underage drinking go on.”
Staff Recommendation
Staff recommends approval of this application noting the applicant must resolve any
pending City of Phoenix building and zoning requirements, and be in compliance with
the City of Phoenix Code and Ordinances.
Attachments
Attachment - 24/7 Convenience Store - Data
Attachment - 24/7 Convenience Store - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
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Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a Series 15 - Special Event liquor license for the temporary sale of all
liquors.
Summary
Applicant
Michael Fornelli
Location
300 E. Indian School Road
Council District: 4
Function
Cultural Celebration
Date(s) - Time(s) / Expected Attendance
Oct. 19, 2024 - 11:30 a.m. to 11:30 p.m. / 15,000 attendees
Oct. 20, 2024 - 11:30 a.m. to 11:30 p.m. / 10,000 attendees
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 35
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 293966.
Summary
Applicant
Jared Repinski, Agent
License Type
Series 12 - Restaurant
Location
4130 N. 27th Ave.
Zoning Classification: C-2
Council District: 4
This request is for a new liquor license for a restaurant. This location was previously
licensed for liquor sales and may currently operate with an interim permit.
The 60-day limit for processing this application is June 11, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Page 36
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have been representing liquor licensed establishments in Arizona for over 15 years.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“Tourism plays an important role in our local economy and liquor licensed
establishments (the sale of alcohol) is a very important aspect of tourism. Therefore, if
the City of Phoenix continues to lead the State of Arizona by approving quality and
diverse businesses (restaurants, bars, microbreweries, distilleries, hotels, resorts, golf
courses, special events, convenience / liquor / grocery stores & gas stations) similar to
this proposed liquor licensed business, all businesses will prosper.”
Staff Recommendation
Staff recommends approval of this application noting the applicant must resolve any
pending City of Phoenix building and zoning requirements, and be in compliance with
the City of Phoenix Code and Ordinances.
Attachments
Attachment - Taqueria El Paisa - Data
Attachment - Taqueria El Paisa - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 37
Liquor License Data: TAQUERIA EL PAISA
Liquor License
Description Series 1 Mile 1/2 Mile
Wholesaler 4 1 1
Bar 6 3 0
Liquor Store 9 5 1
Beer and Wine Store 10 18 6
Restaurant 12 5 2
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 233.17 262.63
Violent Crimes 12.31 85.93 118.57
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 104
Total Violations 76 189
Page 38
Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1090011 1552 19 22 42
1090012 3369 0 11 59
1090033 1600 22 13 68
1090034 583 5 26 49
1091012 2067 85 10 30
1091022 2966 78 14 50
1091023 1085 28 19 21
1169001 2535 66 12 50
1170002 1845 32 9 34
Average 0 61 13 19
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Liquor License Map: TAQUERIA EL PAISA
4130 N 27TH AVE
Ü
Date: 4/15/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 40
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 289301.
Summary
Applicant
Jared Repinski, Agent
License Type
Series 12 - Restaurant
Location
2755 N. 91st Ave., Ste. 100
Zoning Classification: C-2
Council District: 5
This request is for an acquisition of control of an existing liquor license for a restaurant.
This location is currently licensed for liquor sales.
The 60-day limit for processing this application is June 14, 2024.
Pursuant to A.R.S. 4-203, consideration should be given only to the applicant's
personal qualifications.
Other Active Liquor License Interest in Arizona
The ownership of this business has an interest in other active liquor license(s) in the
State of Arizona. This information is listed below and includes: information about any
liquor license violations on file with the AZ Department of Liquor Licenses and Control
and, for locations within the boundaries of Phoenix, the number of aggregate calls for
police service within the last 12 months for the address listed.
LA Crab Shack (Series 12)
1948 W Broadway Road, Ste.101, Mesa
Calls for police service: N/A - Not in Phoenix
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Liquor license violations: None
Clubhouse Grill AZ (Series 6)
14175 W Indian School Road, Ste. C-1, Goodyear
Calls for police service: N/A - not in Phoenix
Liquor license violations: None
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have been representing liquor licensed establishments in Arizona for over 15 years.”
Staff Recommendation
Staff recommends approval of this application noting the applicant must resolve any
pending City of Phoenix building and zoning requirements, and be in compliance with
the City of Phoenix Code and Ordinances.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 42
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 293862.
Summary
Applicant
Jeffrey Miller, Agent
License Type
Series 12 - Restaurant
Location
5031 N. 44th St.
Zoning Classification: C-1
Council District: 6
This request is for a new liquor license for a restaurant. This location was previously
licensed for liquor sales and does not have an interim permit. This business is
currently being remodeled with plans to open in July 2024.
The 60-day limit for processing this application is June 11, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
The ownership of this business has an interest in other active liquor license(s) in the
Page 43
State of Arizona. This information is listed below and includes: information about any
liquor license violations on file with the AZ Department of Liquor Licenses and Control
and, for locations within the boundaries of Phoenix, the number of aggregate calls for
police service within the last 12 months for the address listed.
Salt & Lime Modern Mexican Grill
9397 E. Shea Blvd., Ste. 115, Scottsdale
Calls for service: N/A - not in Phoenix
Liquor license violations: None
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have attended both the basic and management training courses. Will ensure
employees are trained and liquor law trained in order to comply with Arizona's Title 4.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“We are a full service restaurant serving authentic Mexican food with a modern
presentation. I have operated my other restaurant for 10 years and feel we will
continue to grow with the area.”
Staff Recommendation
Staff recommends approval of this application noting the applicant must resolve any
pending City of Phoenix building and zoning requirements, and be in compliance with
the City of Phoenix Code and Ordinances.
Attachments
Attachment - Salt and Lime Modern Mexican Grill - Data
Attachment - Salt and Lime Modern Mexican Grill - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 44
Liquor License Data: SALT & LIME MODERN MEXICAN
GRILL
Liquor License
Description Series 1 Mile 1/2 Mile
Bar 6 2 2
Beer and Wine Bar 7 3 1
Liquor Store 9 3 2
Beer and Wine Store 10 3 1
Restaurant 12 18 8
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 47.34 62.63
Violent Crimes 12.31 3.34 3.92
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 11
Total Violations 76 20
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Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1079001 1112 98 11 5
1079002 1436 98 17 7
1079003 1457 31 6 6
1081001 1849 78 1 7
1082001 717 56 23 6
1082002 1178 45 8 8
Average 0 61 13 19
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Liquor License Map: SALT & LIME MODERN MEXICAN GRILL
5031 N 44TH ST
Ü
Date: 4/18/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 47
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 286870.
Summary
Applicant
May Cho, Agent
License Type
Series 12 - Restaurant
Location
114 W. Adams St., Ste. 104
Zoning Classification: DTC - Business Core HP
Council District: 7
This request is for an acquisition of control of an existing liquor license for a restaurant.
This location is currently licensed for liquor sales.
The 60-day limit for processing this application is June 1, 2024.
Pursuant to A.R.S. 4-203, consideration should be given only to the applicant's
personal qualifications.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
Page 48
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I have been in the food business industry for about 7 years as a manager. I'm also a
good citizen with a good moral character and never convicted to any crimes I'm
reliable and capable of handling alcohol sales and very responsible person.”
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 49
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 285160.
Summary
Applicant
Osamah Arikat, Agent
License Type
Series 10 - Beer and Wine Store
Location
1938 E. Roosevelt St.
Zoning Classification: C-1
Council District: 8
This request is for an acquisition of control of an existing liquor license for a
convenience store that does not sell gas. This location is currently licensed for liquor
sales.
The 60-day limit for processing this application is June 11, 2024.
Pursuant to A.R.S. 4-203, consideration should be given only to the applicant's
personal qualifications.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
Page 50
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“I hold a certificate for "The Basic Liquor Law Training". This training provided me the
opportunity of learning the importance and significance of obtaining a beer and wine
license. I am assured to uphold the laws and regulations about beer and wine license.
I have never been involved in any criminal activity, no record of getting trouble with law
and authorities. I own liquor store in Phoenix.”
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 51
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 293994.
Summary
Applicant
Jeffrey Miller, Agent
License Type
Series 9S - Addition of Sampling Privileges
Location
4737 E. Broadway Road
Zoning Classification: C-2
Council District: 8
This request is for the addition of Sampling Privileges to an existing liquor license for a
liquor store. This location is currently licensed for liquor sales.
The 60-day limit for processing this application is June 17, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Page 52
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“The owner has extensive experience operating at this location for many years.
Employees are Title 4 trained.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“We had operated at this locatin for many years with a series 10. We have now been
operating with a series 9 for a couple of months and have decided to add the sampling
privilege to our license.”
Staff Recommendation
Staff recommends approval of this application.
Attachments
Attachment - Chevron - Data
Attachment - Chevron - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 53
Liquor License Data: CHEVRON
Liquor License
Description Series 1 Mile 1/2 Mile
Producer 1 1 0
Wholesaler 4 5 0
Bar 6 1 0
Beer and Wine Bar 7 4 2
Liquor Store 9 1 1
Beer and Wine Store 10 7 2
Hotel 11 4 1
Restaurant 12 5 4
Club 14 1 0
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 43.41 73.67
Violent Crimes 12.31 8.41 21.97
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 6
Total Violations 76 10
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Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1152001 1118 13 16 58
1152003 546 8 44 45
1162041 1426 79 6 24
1162043 535 59 24 8
3197041 1777 42 9 20
Average 0 61 13 19
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Liquor License Map: CHEVRON
4737 E BROADWAY RD
Ü
Date: 5/15/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 56
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 282234.
Summary
Applicant
Ryan Anderson, Agent
License Type
Series 6 - Bar
Location
3801 E. Washington Street
Zoning Classification: A-1
Council District: 8
This request is for an ownership and location transfer of a liquor license for a swap
meet. This location is currently licensed for liquor sales with a Series 7 - Beer and
Wine Bar, liquor license and does not have an interim permit.
The 60-day limit for processing this application is June 3, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
This information is not provided due to the multiple ownership interests held by the
Page 57
applicant in the State of Arizona.
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“This is a person and location transfer between subsidiaries of a parent corporation.
The day-to-day operation of the business will not change and the same successful
operation of the Phoenix Park N Swap with a liquor license will continue by offering
responsible alcohol service. Applicant's staff have been trained in the techniques of
Arizona liquor laws."
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“The Applicant would like to continue offering alcoholic beverages to guests over the
age of 21 as a supplement to the many food options available during customers'
shopping experiences, as customers have come to expect and enjoy for many years in
the past.”
Staff Recommendation
Staff recommends approval of this application.
Attachments
Attachment - Phoenix Park N Swap - Data
Attachment - Phoenix Park N Swap - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 58
Liquor License Data: PHOENIX PARK 'N SWAP
Liquor License
Description Series 1 Mile 1/2 Mile
Microbrewery 3 1 1
Bar 6 5 2
Beer and Wine Bar 7 3 2
Conveyance 8 3 2
Beer and Wine Store 10 8 1
Hotel 11 5 1
Restaurant 12 16 1
Club 14 3 0
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 104.4 88.11
Violent Crimes 12.31 18.86 19.63
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 44
Total Violations 75 84
Page 59
Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1136011 1911 16 21 11
1136022 1619 48 14 40
1137002 1578 21 11 59
1138011 1007 13 30 31
1138021 0 0 0 0
Average 0 61 13 19
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Liquor License Map: PHOENIX PARK 'N SWAP
3801 E WASHINGTON ST
Ü
Date: 4/26/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 61
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
4338 W. Bell Road, Ste. 1-4
Zoning Classification: PSC
Council District: 1
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 62
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
6245 E. Bell Road, Ste. 101-104
Zoning Classification: C-1
Council District: 2
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 63
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
3134 W. Carefree Highway, Ste. 3
Zoning Classification: C-2 PCD NBCOD
Council District: 2
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 64
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-Mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
2848 E. Bell Road Ste. 111 & 112
Zoning Classification: C-2
Council District: 2
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 65
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
13610 N. Scottsdale Road, Ste. 30-31
Zoning Classification: C-2
Council District: 2
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 66
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
751 E. Union Hills Drive, Ste. 3-6
Zoning Classification: PSC
Council District: 2
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 67
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
10618 N. Cave Creek Road
Zoning Classification: C-2
Council District: 3
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 68
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
10540 W. Indian School Road
Zoning Classification: C-2
Council District: 5
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 69
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
15410 S. Mountain Parkway, Ste. 109
Zoning Classification: C-2 PCD
Council District: 6
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 70
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
7575 N. 16th St., Ste. 1
Zoning Classification: PSC
Council District: 6
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 71
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
3738 E. Thomas Road
Zoning Classification: C-2
Council District: 6
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 72
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
364 N. 7th Ave.
Zoning Classification: C-3 CMOD ACOD
Council District: 7
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 73
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for renewal of an Off-track Pari-mutuel Wagering Permit for a location
previously approved by the City Council for this purpose.
Summary
Applicant
David Johnson, Agent for Turf Paradise
Location
3220 E. Baseline Road
Zoning Classification: C-1 BAOD
Council District: 8
Staff Recommendation
Staff recommends approval of this application.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 74
Report
Supporting documents
No supporting documents stored.
View on Agenda Online ↗
Item text
Request for a liquor license. Arizona State License Application 289185.
Summary
Applicant
Moses Bangura, Agent
License Type
Series 10 - Beer and Wine Store
Location
1619 E. Washington St., Ste. A
Zoning Classification: C-3
Council District: 8
This request is for a new liquor license for a convenience store that does not sell gas.
This location was not previously licensed for liquor sales and does not have an interim
permit. This location requires a Use Permit to allow packaged liquor sales.
The 60-day limit for processing this application is June 9, 2024.
Pursuant to A.R.S. 4-203, a spirituous liquor license shall be issued only after
satisfactory showing of the capability, qualifications and reliability of the applicant and
that the public convenience and the best interest of the community will be substantially
served by the issuance. If an application is filed for the issuance of a license for a
location, that on the date the application is filed has a valid license of the same series
issued at that location, there shall be a rebuttable presumption that the public
convenience and best interest of the community at that location was established at the
time the location was previously licensed. The presumption shall not apply once the
licensed location has not been in use for more than 180 days.
Other Active Liquor License Interest in Arizona
This applicant does not hold an interest in any other active liquor license in the State of
Arizona.
Page 75
Public Opinion
No protest or support letters were received within the 20-day public comment period.
Applicant’s Statement
The applicant submitted the following statement in support of this application. Spelling,
grammar and punctuation in the statement are shown exactly as written by the
applicant on the City Questionnaire.
I have the capability, reliability and qualifications to hold a liquor license because:
“My business will be operated in compliance with all liquor laws.”
The public convenience requires and the best interest of the community will be
substantially served by the issuance of the liquor license because:
“I would like to be able to have the ability to be able to provide my customers with the
option to purchase a drink as well as the products that I sale at my shop.”
Staff Recommendation
Staff recommends disapproval of this application based on a Finance Department
recommendation for disapproval. Staff also notes that the applicant must resolve any
pending City of Phoenix building and zoning requirements, and be in compliance with
the City of Phoenix Code and Ordinances.
Attachments
Attachment - American Smoke Shop and Vape - Data
Attachment - American Smoke Shop and Vape - Map
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 76
Liquor License Data: AMERICAN SMOKE SHOP AND
VAPE
Liquor License
Description Series 1 Mile 1/2 Mile
Bar 6 1 0
Beer and Wine Bar 7 1 0
Liquor Store 9 3 0
Beer and Wine Store 10 11 3
Restaurant 12 7 1
Crime Data
Description Average * 1 Mile Average ** 1/2 Mile Average***
Property Crimes 64.2 129 105.41
Violent Crimes 12.31 42.33 36.94
*Citywide average per square mile **Average per square mile within 1 mile radius ***Average per square mile within ½ mile radius
Property Violation Data
Description Average 1/2 Mile Average
Parcels w/Violations 44 129
Total Violations 76 221
Page 77
Census 2010 Data 1/2 Mile Radius
BlockGroup 2010 Population Owner Occupied Residential Vacancy Persons in Poverty
1132011 1312 29 26 48
1132012 962 50 23 44
1133002 1119 0 11 91
1139001 1126 20 18 81
1140001 1831 25 20 47
1140002 78 77 0 32
Average 0 61 13 19
Page 78
Liquor License Map: AMERICAN SMOKE SHOP AND VAPE
1619 E WASHINGTON ST
Ü
Date: 4/18/2024
0 0.2 0.4 0.8 1.2 1.6
mi
City Clerk Department
Page 79
PAYMENT ORDINANCE (Ordinance S-50886) (Items 30-42)
Ordinance S-50886 is a request to authorize the City Controller to
disburse funds, up to amounts indicated below, for the purpose of
paying vendors, contractors, claimants and others, and providing
additional payment authority under certain existing city contracts. This
section also requests continuing payment authority, up to amounts
indicated below, for the following contracts, contract extensions and/or
bids awarded. As indicated below, some items below require payment
pursuant to Phoenix City Code section 42-13.
30 Various Taxi Cab Companies for Passenger
Transportation
For $95,000 in payment authority for Phoenix Sky Harbor International
Airport (PHX) sponsored Voucher Program with the three current
contracted Taxi Companies; AAA Cab Service, Inc.; Mayflower Cab
Company, LLC; and VIP Taxi, LLC. The Voucher Program is to be
initiated during an emergency activation of PHX's contingency plan in the
event of a Sky Train interruption or outage. The Taxi Companies will
provide available resources to assist passenger transportation between
Sky Train boundaries. A pre-paid ride voucher will be offered only to
passengers who need to be transported between on-airport location
boundaries during a Sky Train service interruption.
31 Career Team Enterprises, LLC
For $75,000 in payment authority for a new contract, entered on or about
June 15, 2024, for a term of one year for the Career Edge Platform for
the Community and Economic Development Department. The contract will
provide the City's Mobile Career Unit with a centralized learning
management platform to deliver consistent and high-quality career
development resources to City residents. The software offers flexible
learning opportunities tailored to the diverse needs, locations, and
schedules of its users and facilitates tracking and assessment of user
Page 80
progress. Funding is available through the American Rescue Plan Act
from the federal government and is under the City's Workforce and
Education category.
32 Cox Communications, Inc., dba Cox Business
For $700,000 in payment authority for annual utility payment for the Fire
Department. The 911 grant funds from the Arizona Department of
Administration Office of Grants and Federal Resources will provide Fire
staff with a private local area network (LAN) solution utilized for the
Maricopa Regional Emergency Services Internet Protocol (IP) Network,
ESInet. ESInet services provide 911 emergency communications among
the public safety answering points in the region.
33 Zayo Group Holdings, Inc., dba Allstream Business US,
LLC, Integra Telecom, Electric Lightwave, OpticAccess
For $ 945,000 in payment authority for annual utility payment for the Fire
Department. The 911 grant funds from the Arizona Department of
Administration Office of Grants and Federal Resources will provide Fire
staff with a private local area network (LAN) solution utilized for the
Maricopa Regional Emergency Services Internet Protocol (IP) Network,
ESInet. ESInet services provide 911 emergency communications among
the public safety answering points in the region.
34 SentraCam
For $50,000 in payment authority to extend the mobile camera pilot
program for an additional six months for the Parks and Recreation
Department. The pilot program began in January 2024, and has since
made a positive impact by providing an extra layer of deterrence against
criminal activities and has enhanced public safety measures, by using two
mobile trailer cameras at select parks. The pilot program is currently
scheduled to expire on June 30, 2024. An additional six months will allow
the Parks and Recreation Department to continue the pilot program
through Dec. 31, 2024.
35 Blackhawk Construction, LLC
For $734,790 in additional payment authority for Agreement 157797,
Change Order 3 (AH10150002), Maryvale Parkway Terrace Remodel for
painting, sewer, gutter, signage, and other services required for
Page 81
construction of the project for the Housing Department. This work was not
included as part of the original bid. This project uses Housing and Urban
Development funds; no General Funds are required.
36 Arizona Municipal Water Users Association
For $501,600 in payment authority for membership renewal to the Arizona
Municipal Water Users Association for the Water Services Department.
Participation in the Arizona Municipal Water Users Association provides
Water Services staff access to a variety of research and information
addressing drinking water, wastewater, water reclamation, watershed
quality, and storm water issues. The item was approved by the
Transportation, Infrastructure, and Planning Subcommittee on April 17,
2024.
37 National Association of Clean Water Agencies - Annual
Payment Authority
For $70,741 in payment authority for membership renewal for the Water
Services Department. The National Association of Clean Water Agencies
conducts a financial survey of the wastewater industry that Water Services
staff uses to benchmark its operations, provides information used to
formulate policy recommendations on Clean Water Act issues, and offers
opportunities to collaborate with colleagues around the country to help
shape national policy. The item was recommended for approval by the
Transportation, Infrastructure and Planning Subcommittee on April 17,
2024.
38 Water Research Foundation - Annual Payment
Authority
For $273,042 in payment authority for membership renewal for the Water
Services Department. The Foundation sponsors research to assist water
utilities in providing safe and affordable drinking water. A membership with
the organization allows Water Services staff access to the latest research
and technical information used to address drinking water, wastewater, and
water reclamation issues. The item was approved by the Transportation,
Infrastructure, and Planning Subcommittee on April 17, 2024.
Page 82
39 Western Urban Water Coalition - Annual Payment
Authority
For $44,000 in payment authority for Fiscal Year 2024-25 membership
renewal for the Water Services Department. The Western Urban Water
Coalition is an organization of the largest urban water utilities in the
western United States. The membership helps secure sound national
water policies, programs, and regulations impacting the unique challenges
facing urban water supplies in the West. The item was approved by the
Transportation, Infrastructure, and Planning Subcommittee on April 17,
2024.
40 State of Arizona Department of Environmental Quality
For $500,000 in payment authority for payment of Fiscal Year 2024-25
permit and permit renewal fees for the Water Services Department. This
expense covers annual operating permits, hazardous waste permits, and
quarterly disposal fees for the Water Services Department's wastewater
and water facilities, including the cost for the Arizona Department of
Environmental Quality to accept and review required compliance reports,
to inspect facilities for compliance with regulations, and for document
review fees associated with submitting the paperwork necessary to make
any additions or changes to the permits. As of 2011, the Arizona State
Legislature authorized the Arizona Department of Environmental Quality to
collect fees for the administration of permits associated with the Federal
Clean Water Act and the State Aquifer Protection Program.
41 Settlement of Claim(s) Kang v. City of Phoenix
To make payment of up to $108,000 in settlement of claim(s) in Kang v.
to Phoenix City Code Chapter 42. This is a settlement of a claim involving
the Water Services Department that occurred on April 5, 2023.
42 Settlement of Claim(s) Whalen v. City of Phoenix
To make payment of up to $75,000 in settlement of claim(s) in Whalen v.
Department pursuant to Phoenix City Code Chapter 42. This is a
settlement of a claim involving the Parks and Recreation Department that
occurred on March 28, 2022.
Page 83
Report
Supporting documents
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Item text
As required by the City Charter, this item requests the City Council conduct a public
hearing on the 2024-29 Capital Improvement Program for purposes of receiving public
comments.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 84
Report
Supporting documents
No supporting documents stored.
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Item text
Request City Council approval of a resolution adopting a 2024-29 Capital Improvement
Program (CIP) for the City of Phoenix. This resolution does not appropriate or commit
any public funds, but represents an endorsement of the proposed capital
improvements and the five-year plan of expenditure as a reasonable and desirable
plan to be accomplished by the City. A five-year capital plan is considered a best
financial practice.
Summary
The Five-Year CIP is a plan for the replacement, expansion and improvement of City
infrastructure, facilities and technology used to deliver community services. It is
financed from pay-as-you-go funds, property tax and revenue-supported bond
proceeds, federal, state and other participation funds, passenger facility charges,
customer facility charges, participation by other governmental entities in certain
projects, development impact fees, capital grants, capital reserves, solid waste
remediation funds and other capital funding sources.
The Preliminary Five-Year CIP was presented to the City Council on March 19, 2024.
The 2024-29 CIP proposed for adoption includes adjustments to reflect carryovers and
known cost and resource changes.
The City Charter requires that the Five-Year CIP be adopted by resolution following the
advertised public hearing, which this year will take place at the Formal meeting on May
29, 2024.
Adoption of the resolution (Attachment A) does not commit any funds, but represents
an endorsement of the CIP as a desirable plan to be accomplished over the next five
years. The first year of the CIP is adopted by ordinance as part of the annual budget
adoption process, which provides the only authority to commit funds.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 85
ATTACHMENT A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED RESOLUTION
RESOLUTION #####
A RESOLUTION ADOPTING A 2024-29 CAPITAL
IMPROVEMENT PROGRAM FOR THE CITY OF PHOENIX.
WHEREAS the provisions of Section 18, Chapter XVIII, Phoenix City
Charter require that the City Manager submit to the City Council a five-year capital
improvement program; and
The City Manager having prepared a five-year program listing all capital
improvements proposed to be undertaken during the next ensuing fiscal years
beginning July 1, 2024, and ending June 30, 2029; and
Said programs having been submitted to the City Council and filed of
record under the title "Preliminary 2024-2029 Capital Improvement Program," in the
office of the City Clerk; and
A public hearing on the program having been held on May 29, 2024, at
2:30 p.m. at the Council Chambers of the City of Phoenix, 200 West Jefferson, Phoenix,
Arizona; notice of the time, date and place of said hearing having been placed in the
official City newspaper and posted on the official bulletin boards not less than two
weeks prior to the hearings; and the City Council having considered all matters
appropriate thereto;
-1- Resolution #####
Page 86
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF PHOENIX as
follows:
SECTION 1. That the proposed five-year capital improvement program of
all capital improvements to be undertaken by the City of Phoenix for the five next
ensuing fiscal years commencing July 1, 2024, and consisting in general of the following
items and amounts:
Program Five-Year Total
Arts and Cultural Facilities $50,843,000
Aviation 2,742,666,000
Economic Development 79,220,000
Environmental Programs 4,250,000
Facilities Management 185,059,000
Fire Protection 160,912,000
Historic Preservation & Planning 12,500,000
Housing 242,235,000
Human Services 25,923,000
Information Technology 154,959,000
Libraries 40,955,000
Municipal Court 9,000,000
Neighborhood Services 6,904,000
Non-Departmental Capital 670,074,000
Parks, Recreation & Mountain Preserves 425,160,000
Phoenix Convention Center 103,918,000
Police Protection 82,775,000
Public Art Program 25,174,000
Public Transit 1,493,075,000
Regional Wireless Cooperative 30,000,000
Solid Waste Disposal 171,156,000
Street Transportation & Drainage 1,398,398,000
Wastewater 1,688,708,000
Water 2,492,020,000
Total $12,295,882,000
All as is more explicitly set forth in the document entitled "2024-2029
Capital Improvement Program" and in a section of the document entitled "The 2024-
-2- Resolution #####
Page 87
2025 Phoenix Detail Budget," to be submitted by the City Manager and filed with the
City Clerk, is adopted as the capital improvement program of the City.
SECTION 2. The adoption of this program is a statement of present goals
and objectives subject to actual annual appropriation by budget procedure and adoption
and to expenditure by regular fiscal payment ordinance.
PASSED by the Council of the City of Phoenix this 29th day of May, 2024.
MAYOR
ATTEST:
City Clerk
APPROVED AS TO FORM:
Acting City Attorney
REVIEWED BY:
City Manager
-3- Resolution #####
Page 88
Report
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Item text
As required by the City Charter and State statute, this item requests the City Council
conduct a public hearing on the adoption of the tentative 2024-25 Annual Budget
ordinances (see Attachments A and B for additional information).
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 89
ATTACHMENT A
Adoption of the Annual Tentative 2024-2025 Budget Ordinances
This report provides backup information to items on the May 29, 2024 Council Formal
agenda regarding adoption of the Tentative 2024-2025 Budget ordinances. These are
the annual steps required by City Charter and State Law.
State law requires adoption of the annual Tentative Budget ordinances, followed by two
consecutive weeks of publication of the adopted Tentative Budget in the legally
prescribed format. Detailed budget schedules prepared on forms provided by the State
Auditor General’s Office and Truth in Taxation notice in accordance with state law are
attached to this report.
Adoption of the Tentative 2024-2025 budget ordinances requires the following:
1. Holding a public hearing
2. Adoption of the Tentative 2024-2025 Budget ordinance. This ordinance adopts the
portion of the Tentative Budget financed from operating resources. It represents the
2024-2025 Budget approved by the City Council on May 21.
3. Adoption of the Tentative 2024-2025 Capital Funds Budget ordinance. This
ordinance adopts the portion of the Tentative Budget financed from capital funds and
is included in the first fiscal year of the 2024-2029 Capital Improvement Program.
4. Adoption of the Tentative 2024-2025 Reappropriated Funds Budget ordinance. This
budget ordinance is required to rebudget funds that were contractually committed in
the prior fiscal year but not yet fully expended. Since budget appropriations expire
on June 30 of each fiscal year, this ordinance re-establishes the appropriations for
payment of vendors as goods and services are received.
For example, on October 18, 2023, the City Council awarded a contract to PCL
Construction, Inc. to provide Construction Services for the 24th Street Water
Treatment Plant Rehabilitation 2021 project. The amount of the contract was
$24,300,000, which was encumbered, or committed using the 2023-2024 Water
Services Department’s Capital Improvement Program budget appropriation.
However, to-date payments on this contract have not yet occurred and will extend
into fiscal year 2024-2025. The contract amount is included in the Reappropriated
Funds ordinance to ensure the spending authority is in place for future payments
made on this contract during the 2024-2025 fiscal year.
REMAINING STEPS
Following this action, the Tentative 2024-2025 Budget information will be advertised for
two consecutive weeks in accordance with state law.
State law also requires adoption of the Final 2024-2025 Budget ordinances following the
two weeks of advertised publications of the adopted Tentative Budget. The City Charter
Page 90
requires Council adopt the budget on or before the last day of June each year. As a
result, adoption of the Final 2024-2025 Budget is scheduled for the June 12, 2024
Council Formal meeting. The June 12, 2024 actions will include the Final 2024-2025
Budget ordinance, the Final 2024-2025 Capital Funds Budget ordinance, and the Final
2024-2025 Reappropriated Funds Budget ordinance. Both state law and the City
Charter require holding public hearings prior to adoption of the Budget ordinances.
Also on the June 12, 2024 agenda there will be several items necessary to close out the
current fiscal year and prepare for the annual independent audit. A separate City
Council Report will be provided explaining these funding plan close-out items for the
June 12, 2024 agenda.
The 2024-2025 Property Tax Levy will be brought forward for adoption on July 1, 2024,
as state law requires this to occur at least 14 days after adoption of the Final Budget.
The City Charter requires adoption of the Property Tax Levy no later than the last
regularly scheduled meeting in July. Based on the May 21, 2024 City Council action,
the levy will reflect a total property tax rate of $2.0799 per $100 of assessed valuation.
Page 91
Attachment B - State Forms A through G and
Truth in Taxation Notice
CITY OF PHOENIX, ARIZONA
Summary Schedule of Estimated Revenues and Expenditures/Expenses
Fiscal Year 2024-25
(In Thousands)
FUNDS
S
c
Fiscal h Special Revenue Capital Projects Enterprise Reappropriation
Year General Fund Fund Debt Service Fund Fund Funds Available Funds Total All Funds
2024 Adopted/adjusted budgeted expenditures/expenses* E 2,028,668 2,528,426 134,897 2,635,916 2,058,046 2,237,406 11,623,359
2024 Actual expenditures/expenses** E 1,855,479 1,748,251 134,894 1,169,537 1,748,781 1,375,494 8,032,436
Beginning fund balance/(deficit) or net position/(deficit)
2025 at July 1*** 276,590 1,260,022 100 592,902 1,273,658 3,051,187 6,454,459
2025 Primary property tax levy B 215,419 215,419
2025 Secondary property tax levy B 138,549 138,549
2025 Estimated revenues other than property taxes C 275,087 3,511,075 3,552 1,191,981 1,865,581 6,847,276
2025 Other financing sources D 2,000 2,822 630,000 7,302 642,124
2025 Other financing (uses) D
2025 Interfund transfers in D 1,530,403 826,322 168,050 136,440 2,661,215
2025 Interfund Transfers (out) D 167,740 2,209,929 2,256 207,474 88,697 2,676,096
Reduction for fund balance reserved for future budget
Page 92 2025 year expenditures
LESS: Maintained for future debt retirement
Maintained for future capital projects
Maintained for future financial stability
Maintained for future retirement contributions
2025 Total Financial Resources Available **** 2,131,759 3,390,312 139,945 2,375,459 3,194,284 3,051,187 14,282,946
2025 Budgeted Expenditures/Expenses **** E 2,131,759 2,674,060 139,845 2,681,622 2,298,181 3,051,187 12,976,654
EXPENDITURE LIMITATION COMPARISON 2024 2025
1. Budgeted expenditures/expenses $ 9,385,953 $ 9,925,467
2. Add/subtract: estimated net reconciling items (969,972) (117,568)
3. Budgeted expenditures/expenses adjusted for reconciling items 8,415,981 9,807,899
4. Less: estimated exclusions
5. Amount subject to the expenditure limitation $ 8,415,981 $ 9,807,899
6. EEC expenditure limitation $ 11,623,359 $ 12,976,654
* Includes Expenditure/Expense Adjustments Approved in the current year from Schedule E.
** Includes actual amounts as of the date the proposed budget was prepared, adjusted for estimated activity for the remainder of the fiscal year.
*** Amounts on this line represent Fund Balance/Net Position amounts except for amounts not in spendable form (e.g., prepaids and inventories) or legally or contractually required to be maintained
intact (e.g., principal of a permanent fund).
**** The total available financial resources of Capital Projects Fund are lower than budgeted expenditures due to bonds authorized for sale but not yet sold. Bond sales are based on cash flow needs
rather than budgetary fund balance.
Arizona Auditor General's Office
SCHEDULE A Official City/Town Budget Forms
CITY OF PHOENIX, ARIZONA
Tax Levy and Tax Rate Information
Fiscal Year 2024-25
(In Thousands)
2023-24 2024-25
1. Maximum allowable primary property tax levy.
A.R.S. §42-17051(A) $ 209,026 $ 217,597
2. Amount received from primary property taxation in
the current year in excess of the sum of that
year's maximum allowable primary property tax
levy. A.R.S. §42-17102(A)(18) $
3. Property tax levy amounts
A. Primary property taxes $ 209,026 $ 217,597
B. Secondary property taxes 132,416 139,948
C. Total property tax levy amounts $ 341,442 $ 357,545
4. Property taxes collected*
A. Primary property taxes
(1) Current year's levy $ 207,980
(2) Prior years’ levies 371
(3) Total primary property taxes $ 208,351
B. Secondary property taxes
(1) Current year's levy $ 131,754
(2) Prior years’ levies 234
(3) Total secondary property taxes $ 131,988
C. Total property taxes collected $ 340,339
5. Property tax rates
A. City/Town tax rate
(1) Primary property tax rate 1.2851 1.2658
(2) Secondary property tax rate 0.8141 0.8141
(3) Total city/town tax rate 2.0992 2.0799
B. Special assessment district tax rates
Secondary property tax rates - As of the date the proposed budget was prepared, the
city/town was operating zero special assessment districts for which secondary
property taxes are levied. For information pertaining to these special assessment districts
and their tax rates, please contact the city/town.
* The 2024-25 planned primary and secondary levies are $217,597,043 and $139,947,664,
respectively. Historically, actual property tax collections have been slightly lower than the amount
levied. For 2024-25, actual collections for primary and secondary property taxes are estimated to
be $215,419,000 and $138,548,664, or 99% of the levy amount.
** Includes actual property taxes collected as of the date the proposed budget was prepared, plus
estimated property tax collections for the remainder of the fiscal year.
Arizona Auditor General's Office Schedule B Official City/Town Budget Forms
Page 93
CITY OF PHOENIX, ARIZONA
Revenues Other Than Property Taxes
Fiscal Year 2024-25
(In Thousands)
ESTIMATED ACTUAL ESTIMATED
REVENUES REVENUES * REVENUES
SOURCE OF REVENUES 2023-24 2023-24 2024-25
GENERAL FUND
Intergovernmental
County Vehicle License Tax $ 85,627 $ 82,227 $ 86,148
Charges for services
Fire Emergency Transportation Services $ 51,332 $ 73,070 $ 75,990
Hazardous Materials Inspection Fee 1,700 1,450 1,500
Planning 1,811 1,852 2,142
Police 14,511 14,998 15,105
Street Transportation 6,976 8,178 8,028
Other Service Charges 27,592 29,927 30,153
Fines and forfeits
Moving Violations $ 4,099 $ 4,182 $ 4,182
Parking Violations 693 629 629
Driving While Intoxicated 586 530 530
Defensive Driving Program 1,648 2,000 2,000
Other Receipts 1,739 1,776 1,776
Interest on investments
Interest on investments $ 14,540 $ 28,786 $ 21,589
Contributions
SRP In-Lieu Taxes $ 2,126 $ 2,248 $ 2,248
Miscellaneous
Miscellaneous $ 7,569 $ 10,244 $ 9,411
Parks and Recreation 6,371 6,922 6,614
Libraries 439 497 462
Cable Communications 8,000 7,175 6,580
Total General Fund $ 237,358 $ 276,691 $ 275,087
SPECIAL REVENUE FUNDS
Highway User Revenue Fund
Incorporated Cities Share $ 125,272 $ 123,387 $ 127,046
300,000 Population Share 32,683 32,148 33,101
Interest/Other 520 6,666 5,274
$ 158,475 $ 162,201 $ 165,421
Arizona Auditor General's Office SCHEDULE C Official City/Town Budget Forms
Page 94
CITY OF PHOENIX, ARIZONA
Revenues Other Than Property Taxes
Fiscal Year 2024-25
(In Thousands)
ESTIMATED ACTUAL ESTIMATED
REVENUES REVENUES * REVENUES
SOURCE OF REVENUES 2023-24 2023-24 2024-25
Excise Tax Fund
Local Taxes $ 696,224 $ 726,913 $ 733,578
Stormwater 5,194 6,556 6,622
Jet Fuel 823 957 964
Marijuana Sales Tax Earmarked for Public Safety Pension 14,691 12,311 12,865
License & Permits 6,075 6,569 6,567
State Sales Tax 248,655 249,557 259,787
State Income Tax 435,656 435,754 353,170
Neighborhood Protection 53,422 55,468 56,002
2007 Public Safety Expansion 106,843 110,932 112,008
Public Safety Enhancement 29,845 31,837 33,131
Parks and Preserves 53,420 55,465 56,005
Transportation 2050 364,773 378,645 381,630
Capital Construction 5,623 7,458 7,502
Sports Facilities 28,488 30,827 32,668
Convention Center 86,163 91,940 95,516
$ 2,135,896 $ 2,201,187 $ 2,148,015
Other Special Revenue Funds
Neighborhood Protection $ 366 $ 1,042 $ 847
2007 Public Safety Expansion 278 1,291 969
Parks and Preserves 2,777 3,502 2,627
Transportation 2050 37,491 49,035 41,118
Capital Construction 534 1,155 866
Sports Facilities 3,964 6,809 6,355
Development Services 84,311 80,578 82,133
Regional Transit 82,429 77,263 85,226
Community Reinvestment 11,905 6,726 11,092
Impact Fee Administration 628 759 684
Regional Wireless Cooperative 7,156 7,675 6,610
Golf 10,130 12,146 12,279
Court Awards 4,673 4,337 5,011
$ 246,642 $ 252,318 $ 255,817
Other Restricted Funds
Court Special Fees $ 764 $ 859 $ 826
Vehicle Impound Program 2,471 1,987 1,966
Other Restricted Funds 22,351 42,370 23,564
Affordable Housing Program 7,889 11,342 43,874
$ 33,475 $ 56,558 $ 70,230
Federal Funds
Public Housing $ 194,819 $ 211,265 $ 242,290
Human Services 69,662 82,893 79,071
Federal Transit Administration 136,908 68,461 121,894
Community Development 44,010 32,429 42,000
Criminal Justice/Public Safety 11,703 12,383 12,547
Other Federal & State Grants 325,223 173,701 373,790
$ 782,325 $ 581,131 $ 871,593
Total Special Revenue Funds $ 3,356,813 $ 3,253,395 $ 3,511,075
Arizona Auditor General's Office SCHEDULE C Official City/Town Budget Forms
Page 95
CITY OF PHOENIX, ARIZONA
Revenues Other Than Property Taxes
Fiscal Year 2024-25
(In Thousands)
ESTIMATED ACTUAL ESTIMATED
REVENUES REVENUES * REVENUES
SOURCE OF REVENUES 2023-24 2023-24 2024-25
DEBT SERVICE FUNDS
Secondary Property Tax $ 3,846 $ 3,846 $ 3,552
Total Debt Service Funds $ 3,846 $ 3,846 $ 3,552
CAPITAL PROJECTS FUNDS
Bond Funds $ $ 24,495 $
Capital Gifts 500
Capital Grants 817,368 520,574 700,925
Capital Reserves 950 2,284
Customer Facility Charges 55,902 59,406 60,060
Federal, State and Other Participation 551,312 38,059 262,891
Impact Fees 56,386
Joint Ventures 42,931 61,490 62,335
Passenger Facility Charges 91,340 96,976 98,071
Solid Waste Remediation 154
Other Capital Funds 14,123 7,200
Total Capital Projects Funds $ 1,559,802 $ 873,947 $ 1,191,981
ENTERPRISE FUNDS
Convention Center $ 26,834 $ 35,322 $ 35,574
Solid Waste 197,194 207,563 208,591
Aviation 528,508 583,342 595,697
Water System 627,172 619,359 715,025
Wastewater System 289,188 294,045 310,694
Total Enterprise Funds $ 1,668,897 $ 1,739,632 $ 1,865,581
TOTAL ALL FUNDS $ 6,826,717 $ 6,147,511 $ 6,847,276
* Includes actual revenues recognized on the modified accrual or accrual basis as of the date the proposed budget was prepared, plus
estimated revenues for the remainder of the fiscal year.
Arizona Auditor General's Office SCHEDULE C Official City/Town Budget Forms
Page 96
CITY OF PHOENIX, ARIZONA
Other Financing Sources/
Fiscal Year 2024-25
(In Thousands)
OTHER FINANCING INTERFUND TRANSFERS
2024-25 2024-25
FUND SOURCES
GENERAL FUND
General Fund $ 2,000 $ $ 1,402,033 $ 162,151
Library 10,961 4,082
Parks 117,409
Cable Communications 1,507
Total General Fund $ 2,000 $ $ 1,530,403 $ 167,740
SPECIAL REVENUE FUNDS
Excise $ $ $ $ 2,148,015
Arizona Highway User Revenue 901 4,475
Capital Construction 143 7,502
City Improvement 84,178
Community Reinvestment 6 2,067
Court Awards 19
Development Services 145 6,528
Golf 1
Neighborhood Protection 63,502 986
Parks and Preserves 56,005 239
Public Safety Enhancement 33,131 15,514
Public Safety Expansion 115,758 2,188
Regional Transit 3
Sports Facilities 32,668 16,582
Transportation 2050 1,350 381,630 11,923
Other Restricted 45 51,948 1,262
Grant Funds 209 150
Total Special Revenue Funds $ 2,822 $ $ 826,322 $ 2,209,929
DEBT SERVICE FUNDS
Secondary Property Tax $ $ $ $ 2,256
Total Debt Service Funds $ $ $ $ 2,256
CAPITAL PROJECTS FUNDS
2023 General Obligation Bonds $ 250,000 $ $ $
Aviation Bonds 200,000
Other Bonds 180,000 152,800 166,800
Capital Reserves 15,250
Customer Facility Charges 19,674
Federal, State and Other Participation 21,000
Total Capital Projects Funds $ 630,000 $ $ 168,050 $ 207,474
ENTERPRISE FUNDS
Aviation $ 2,767 $ $ 19,924 $ 15,510
Convention Center 324 95,516 4,566
Solid Waste 325 14,089
Wastewater 1,475 16,000 20,800
Water 2,411 5,000 33,732
Total Enterprise Funds $ 7,302 $ $ 136,440 $ 88,697
TOTAL ALL FUNDS $ 642,124 $ $ 2,661,215 $ 2,676,096
Arizona Auditor General's Office SCHEDULE D Official City/Town Budget Forms
Page 97
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Fund
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
FUND/DEPARTMENT 2023-24 2023-24 2023-24 2024-25
GENERAL FUND
General: $ $ $ $
General Government 229,683 225,706 249,186
Criminal Justice 45,265 44,805 47,381
Public Safety 1,222,556 1,220,562 1,248,049
Transportation 25,473 25,359 25,252
Community Development 39,424 38,935 41,112
Community Enrichment 50,179 47,850 51,797
Environmental Services 38,527 33,026 38,051
Contingencies/Non-Departmental** 73,247 3,000 148,875
Capital Budget 114,217 31,028 86,768
Parks and Recreation
Operating 128,060 127,917 134,037
Capital 5,600 2,000 3,600
Library
Operating 49,528 820 49,600 51,120
Capital 2,115 (820) 952 1,456
Cable Communications 4,794 4,738 5,073
Total General Fund $ 2,028,668 $ $ 1,855,479 $ 2,131,759
SPECIAL REVENUE FUNDS
$ $ $ $
Arizona Highway User Revenue
Operating 94,493 87,862 90,387
Capital 114,864 76,082 130,609
Capital Construction
Operating 140 10 140 140
Capital 24,792 (10) 10,302 31,415
City Improvement 78,972 2,500 80,472 84,178
Community Reinvestment
Operating 2,292 1,070 3,291 2,317
Capital 7,924 (1,070) 3,195 6,479
Court Awards 4,671 4,331 5,008
Development Services
Operating 87,446 450 87,450 91,977
Contingencies 8,000
Capital 29,165 2,000 28,107 8,635
Federal Community Development
Operating 47,691 23,517 35,100
Capital 10,888 9,077 6,904
Federal & State Grants
Operating 225,709 149,321 296,301
Capital 63,761 32,713 49,726
Federal Transit
Operating 21,578 13,230 34,121 13,057
Capital 115,329 (13,230) 34,301 108,837
Golf Course
Operating 9,288 1,500 9,977 10,803
Arizona Auditor General's Office SCHEDULE E Official City/Town Budget Forms
Page 98
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Fund
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
FUND/DEPARTMENT 2023-24 2023-24 2023-24 2024-25
Capital 1,440 1,440
HOPE VI Grant
Operating 5,678 3,641 15,445
Capital 27,244 10,189 25,045
Human Services Grants
Operating 69,671 8,040 76,184 76,071
Capital 10,000 8,145 3,000
Neighborhood Protection 60,547 59,287 59,962
Other Restricted Funds
Fees and Contributions 101,883 74,028 90,667
Capital 17,059 8,455 44,764
Parks and Preserves
Operating 7,923 7,799 8,121
Capital 120,293 71,202 117,390
Public Housing
Operating 171,354 170,214 217,090
Capital 38,400 28,638 47,817
Public Safety Enhancement 37,112 31,010 32,246
Public Safety Expansion 125,877 110,737 128,878
Public Transit (RPTA)
Operating 61,925 5,100 65,707 67,282
Capital 17,839 (5,100) 6,075 14,810
Regional Wireless Cooperative 6,881 810 7,538 6,223
Sports Facilities
Operating 2,805 2,773 2,960
Contingencies 2,500 2,500
Capital 2,127 2,109 5,685
Transportation 2050
Operating 250,370 239,506 268,611
Contingencies 4,000 4,000
Capital 454,661 (31,465) 89,316 463,621
$ $ $ $
Total Special Revenue Funds $ 2,534,591 $ (6,165) $ 1,748,251 $ 2,674,060
DEBT SERVICE FUNDS
$ $ $ $
Secondary Property Tax and G.O. 134,892 5 134,894 139,845
Total Debt Service Funds $ 134,892 $ 5 $ 134,894 $ 139,845
CAPITAL PROJECTS FUNDS
$ $ $ $
Arts and Cultural Facilities 902 5 18,716
Aviation 959,959 601,836 809,738
Economic Development 5,250
Environmental Programs 1,000
Facilities Management 21,026 5,130 47,005
Finance 1,031 1,031
Fire Protection 32,669 5,106 76,130
Historic Preservation and Planning 2,000
Housing 13,165 4,535 32,373
Arizona Auditor General's Office SCHEDULE E Official City/Town Budget Forms
Page 99
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Fund
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
FUND/DEPARTMENT 2023-24 2023-24 2023-24 2024-25
Human Services 600 317
Information Technology 8,137 3,944 25,370
Libraries 5,295 2,091
Non-Departmental Capital 631,407 104,272 219,495
Parks, Recreation and Mtn Preserves 26,723 14,537 36,146
Phoenix Convention Center 36,770 22,063 55,360
Police Protection 17,759 8,357 40,233
Public Art Program 5,244 3,190 3,749
Public Transit 257 119
Regional Wireless Cooperative 6,001 6,000
Solid Waste Disposal 23,761 10,655 10,264
Street Transportation and Drainage 163,659 23,893 330,449
Wastewater 246,887 163,814 578,183
Water 434,663 197,050 381,753
Total Capital Projects Funds $ 2,635,916 $ $ 1,169,537 $ 2,681,622
ENTERPRISE FUNDS
$ $ $ $
Aviation
Operating 443,121 435,057 513,141
Contingencies 25,000 25,000
Capital 237,893 97,342 362,305
Convention Center
Operating 79,340 79,242 100,964
Contingencies 3,000 3,000
Capital 10,617 7,775 11,071
Solid Waste
Operating 183,403 3,670 183,403 198,897
Contingencies 1,000 1,000
Capital 17,631 (3,670) 7,411 34,836
Wastewater
Operating 226,634 6,160 228,223 214,956
Contingencies 10,000 10,000
Capital 145,256 105,115 106,600
Water
Operating 476,884 464,259 479,539
Contingencies 22,000 22,000
Capital 170,106 140,953 214,871
Total Enterprise Funds $ 2,051,886 $ 6,160 $ 1,748,781 $ 2,298,181
REAPPROPRIATION FUNDS
$ $ $ $
General
General Government 27,043 26,881 43,962
Criminal Justice 4,242 1,170 3,697
Public Safety 70,211 38,344 82,782
Transportation 4,754 701 3,631
Environmental Services 32,233 26,799 36,755
Community Development 6,926 3,812 5,424
Community Enrichment 7,224 3,486 11,321
Capital Improvements 30,969 21,161 27,787
Library
Community Enrichment 6,958 3,809 6,226
Arizona Auditor General's Office SCHEDULE E Official City/Town Budget Forms
Page 100
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Fund
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
FUND/DEPARTMENT 2023-24 2023-24 2023-24 2024-25
Parks and Recreation
Community Enrichment 22,472 11,776 24,562
Cable Communications
General Government 458 244 505
Arizona Highway User Revenue
Street and Highway purposes 109,091 74,411 95,481
Aviation
Transportation 117,198 69,773 191,873
Capital Construction
Capital Improvements 5,164 3,040 4,360
City Improvement Operating
Debt Service 247 253
Community Reinvestment
Community Development 5,543 888 1,402
Court Awards
Criminal Justice 3,728 2,545 3,024
Development Services
Community Development 17,736 10,642 47,076
Federal and State Grants
Operating grants 79,092 23,180 94,166
Federal Community Development
Community Development 9,702 3,888 8,534
Federal Transit
Transportation 41,953 19,903 58,946
Golf
Community Enrichment 1,370 609 2,958
HOPE Grant
Community Development 3,778 899 4,601
Human Services
Community Enrichment 32,769 4,486 16,908
Neighborhood Protection
Public Safety 5,694 2,328 2,755
Other Restricted
Community Development 45,526 6,636 43,351
Parks and Preserves
Capital Improvements 39,851 30,768 69,908
Phoenix Convention Center
Community Enrichment 15,050 5,849 21,124
Public Housing
Community Development 30,001 3,520 75,322
Public Safety Enhancement Funds
Public Safety 35 23 32
Public Safety Expansion Funds
Public Safety 2,465 941 771
Regional Transit Authority
Transportation 18,307 10,618 17,049
Regional Wireless Cooperative
General Government 1,903 136 4,846
Secondary Property Tax
Debt Service 933 902
Solid Waste
Environmental Services 60,787 31,873 30,648
Sports Facilities
Community Enrichment 4,554 1,270 2,411
Transportation 2050
Transportation 219,456 107,217 174,933
Wastewater
Environmental Services 116,093 63,759 131,854
Water
Environmental Services 203,367 146,028 252,371
Capital
Arizona Auditor General's Office SCHEDULE E Official City/Town Budget Forms
Page 101
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Fund
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
FUND/DEPARTMENT 2023-24 2023-24 2023-24 2024-25
1988 Parks, Recreation, Facilities, Library Bonds 1,763
2001 Educational, Youth and Cultural Facility Bonds 15
2001 Neighborhood Protection & Senior Center Bonds 12
2006 Affordable Housing & Neighborhood Bonds 35
2006 Police and Fire Protection Bonds 32 20
2023 Prop 1 Public Safety and Streets 800
2023 Prop 2 Neighborhood and Parks 1,000
2023 Prop 3 Arts, Econ Dev, Environment 10
2023 Prop 4 Housing and Human Services 150
Aviation Capital 121,495 120,311 673,627
Capital Reserves 19,926 12,454 10,492
City Improvement 126,946 124,248 130,116
CPBC - Senior Lien Excise Tax 4,167 4,250
Development Impact Fees 31,250 28,792 42,961
Multi-City Wastewater Capital 82,055 70,130 88,045
Public Housing Capital 13,732 8,509 9,786
Solid Waste Capital 26,021 3,744 7,461
Streets Capital 46,895 20,913 20,770
Wastewater Capital 80,767 67,076 163,878
Water Capital 277,412 155,884 293,330
Total Reappropriation Funds $ 2,237,406 $ $ 1,375,494 $ 3,051,187
TOTAL ALL FUNDS $ 11,623,359 $ $ 8,032,436 $ 12,976,654
* Includes actual expenditures/expenses recognized on the modified accrual or accrual basis as of the date the proposed budget was prepared, plus
estimated expenditures/expenses for the remainder of the fiscal year.
** Non-Departmental includes Unassigned Vacancy Savings.
Arizona Auditor General's Office SCHEDULE E Official City/Town Budget Forms
Page 102
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Department
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
DEPARTMENT/FUND 2023-24 ** 2023-24 2023-24 2024-25
Community Development: $ $ $ $
Aviation 74 74 74
Community Development 45,639 (25) 21,519 33,163
Community Reinvestment 2,292 1,070 3,291 2,317
Convention Center 642 627 642
Development Services 87,446 450 87,450 91,977
Federal and State Grants 38,909 (11,250) 27,423 26,140
General 39,424 38,935 41,112
HOPE VI 5,493 3,641 15,445
Neighborhood Protection 860 850 100
Other Restricted 16,921 15,685 26,511
Public Housing 171,353 (360) 169,863 217,089
Sports Facilities 194 190 194
Water 30 30 30
Department Total $ 408,416 $ (9,255) $ 369,578 $ 454,794
Community Enrichment: $ $ $
Community Development 1,752 1,680 1,612
Convention Center 61,217 61,135 76,632
Federal and State Grants 60,184 22,000 82,181 47,558
General 50,179 47,850 51,797
Golf Course 9,288 1,500 9,977 10,803
HOPE VI 185
Human Services Grants 69,671 8,040 76,184 76,071
Library 49,528 820 49,600 51,120
Other Restricted 8,490 6,929 9,648
Parks and Preserves 7,923 7,799 8,121
Parks and Recreation 128,060 127,917 134,037
Public Housing 2 360 352 2
Sports Facilities 596 593 683
Wastewater 155 1,000 318 318
Water 225 250 462 462
Department Total $ 447,454 $ 33,970 $ 472,975 $ 468,863
Contingencies/Non-Departmental: $ $ $
Aviation 25,000 25,000
Convention Center 3,000 3,000
Development Services 8,000
Federal and State Grants 76,000 35,000
General 73,247 3,000 148,875
Solid Waste 1,000 1,000
Sports Facilities 2,500 2,500
Transportation 2050 4,000 4,000
Wastewater 10,000 10,000
Water 22,000 22,000
Department Total $ 224,747 $ $ 3,000 $ 251,375
Criminal Justice: $ $ $
General 45,265 44,805 47,381
Other Restricted 2,703 2,145 530
Department Total $ 47,968 $ $ 46,950 $ 47,911
Environmental Services: $ $ $
Capital Construction 70 5 70 70
Federal and State Grants 3,388 410 3,795 152,081
General 38,527 33,026 38,051
Other Restricted 3,484 70 3,546 4,412
Solid Waste 173,599 2,670 173,593 188,516
Wastewater 139,594 137,849 150,802
Arizona Auditor General's Office SCHEDULE F Official City/Town Budget Forms
Page 103
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Department
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
DEPARTMENT/FUND 2023-24 ** 2023-24 2023-24 2024-25
Water 327,782 (7,570) 307,620 331,263
Department Total $ 686,445 $ (4,415) $ 659,500 $ 865,195
General Government: $ $ $
Aviation 522 517 536
Cable 4,794 4,738 5,073
Community Development 300 25 318 326
Court Awards 52 52 52
Federal and State Grants 17,715 (11,920) 5,664 8,278
General 229,683 225,706 249,186
Other Restricted 3,433 1,515 3,627
Regional Wireless Cooperative 6,881 810 7,538 6,223
Solid Waste 223 1,000 229 233
Sports Facilities 159 134 134
Wastewater 490 160 506 506
Water 1,309 70 1,376 1,572
Department Total $ 265,560 $ (9,855) $ 248,294 $ 275,745
Public Safety: $ $ $
Court Awards 4,619 4,280 4,956
Federal and State Grants 29,469 650 30,113 27,105
General 1,222,556 1,220,562 1,248,049
Neighborhood Protection 60,547 (1,820) 57,487 58,912
Other Restricted 61,629 (70) 39,040 40,610
Public Safety Enhancement 37,112 31,010 32,246
Public Safety Expansion 125,877 110,737 128,878
Sports Facilities 1,857 1,857 1,950
Department Total $ 1,543,666 $ (1,240) $ 1,495,086 $ 1,542,706
Transportation: $ $ $
Arizona Highway Users Revenue 94,493 87,862 90,387
Aviation 338,174 337,737 410,809
Capital Construction 70 5 70 70
Federal and State Grants 44 110 144 140
Federal Transit Authority 21,578 13,230 34,121 13,057
General 25,473 25,359 25,252
Neighborhood Protection 960 950 950
Other Restricted 5,224 5,169 5,329
Transit - RPTA 61,925 5,100 65,707 67,282
Transportation 2050 250,370 239,506 268,611
Department Total $ 797,350 $ 19,405 $ 796,624 $ 881,886
Debt: $ $
Aviation 104,352 96,730 101,722
City Improvement 78,972 2,500 80,472 84,178
Convention Center 17,481 17,480 23,690
Secondary Property Tax 134,892 5 134,894 139,845
Solid Waste 9,581 9,581 10,148
Wastewater 86,395 5,000 89,549 63,330
Water 147,538 7,250 154,771 146,213
Department Total $ 579,210 $ 14,755 $ 583,476 $ 569,125
Pay As You Go: **
Arizona Highway Users Revenue 114,864 76,082 130,609
Arizona Auditor General's Office SCHEDULE F Official City/Town Budget Forms
Page 104
CITY OF PHOENIX, ARIZONA
Expenditures/Expenses by Department
Fiscal Year 2024-25
(In Thousands)
ADOPTED EXPENDITURE/
BUDGETED EXPENSE ACTUAL BUDGETED
EXPENDITURES/ ADJUSTMENTS EXPENDITURES/ EXPENDITURES/
EXPENSES APPROVED EXPENSES* EXPENSES
DEPARTMENT/FUND 2023-24 ** 2023-24 2023-24 2024-25
Aviation 237,893 97,342 362,305
Capital Construction 24,792 (10) 10,302 31,415
Community Development 10,888 9,077 6,904
Community Reinvestment 7,924 (1,070) 3,195 6,479
Convention Center 10,617 7,775 11,071
Development Services 29,165 2,000 28,107 8,635
Federal and State Grants 63,761 32,713 49,726
Federal Transit Authority 115,329 (13,230) 34,301 108,837
General 114,217 31,028 86,768
Golf Course 1,440 1,440
HOPE VI 27,244 10,189 25,045
Human Services Grants 10,000 8,145 3,000
Library 2,115 (820) 952 1,456
Other Restricted 17,059 8,455 44,764
Parks and Preserves 120,293 71,202 117,390
Parks and Recreation 5,600 2,000 3,600
Public Housing 38,400 28,638 47,817
Transit - RPTA 17,839 (5,100) 6,075 14,810
Solid Waste 17,631 (3,670) 7,411 34,836
Sports Facilities 2,127 2,109 5,685
Transportation 2050 454,661 (31,465) 89,316 463,621
Wastewater 145,256 105,115 106,600
Water 170,106 140,953 214,871
Department Total $ 1,749,222 $ (43,365) $ 811,921 $ 1,886,245
$ $ $ $
Capital: $ $ $ $
Bond Funds 856,507 699,251 1,178,238
Other Capital 1,779,409 470,286 1,503,385
Department Total $ 2,635,916 $ $ 1,169,537 $ 2,681,622
$ $ $ $
Reappropriation: 2,237,406 1,375,494 3,051,187
Department Total $ 2,237,406 $ $ 1,375,494 $ 3,051,187
Total All Departments $ 11,623,359 $ $ 8,032,436 $ 12,976,654
* Includes actual expenditures/expenses recognized on the modified accrual or accrual basis as of the date the proposed
budget was prepared, plus estimated expenditures/expenses for the remainder of the fiscal year.
**
The Pay As You Go category is newly created and reports the capital projects funded by operating funds, which were
previously included in the other existing Department/Fund categories.
Arizona Auditor General's Office SCHEDULE F Official City/Town Budget Forms
Page 105
Total Estimated
Full-Time Employee Salaries Other Benefit Personnel
Equivalent (FTE) and Hourly Costs Retirement Costs Healthcare Costs Costs Compensation
FUND 2024-25 2024-25 2024-25 2024-25 2024-25 2024-25
GENERAL FUND
General 8,080 $ 774,366 $ 428,616 $ 121,581 $ 127,604 = 1,452,167
Library 392 21,846 5,503 3,441 4,424 35,214
Parks and Recreation 953 49,427 11,559 7,793 8,685 77,463
Cable Communications 23 2,462 683 325 516 3,986
Total General Fund 9,448 $ 848,101 $ 446,361 $ 133,140 $ 141,228 = 1,568,830
SPECIAL REVENUE FUNDS
Arizona Highway User Revenue 695 $ 38,794 $ 16,041 $ 10,314 $ 10,007 = 75,155
Community Reinvestment 3 357 108 20 69 554
Development Services 493 40,462 12,884 7,617 8,228 69,191
Federal Community Development 78 6,103 1,749 1,140 1,207 10,199
Federal and State Grants 177 11,124 5,265 2,003 2,355 20,747
Golf Course 32 1,842 267 117 258 2,484
Page 106 HOPE VI 20 1,287 395 235 284 2,201
Human Services 161 10,589 3,000 2,258 2,016 17,863
Neighborhood Protection 278 28,521 22,631 3,828 3,190 58,171
Other Restricted 113 9,800 18,446 1,770 2,064 32,080
Parks and Preserves 78 4,230 992 717 829 6,768
Public Safety Enhancement 255 15,845 11,881 2,990 3,053 33,769
Public Safety Expansion 675 75,109 54,879 10,134 8,398 148,520
Public Housing 61 4,033 1,427 914 908 7,281
Regional Wireless Cooperative 5 481 110 48 102 740
Transportation 2050 129 11,279 3,757 1,683 2,519 19,238
Total Special Revenue Funds 3,253 $ 259,854 $ 153,833 $ 45,786 $ 45,486 = 504,959
ENTERPRISE FUNDS
Aviation 924 $ 67,413 $ 4,633 $ 13,375 $ 14,442 = 99,863
Convention Center 219 14,913 4,505 2,877 3,154 25,448
Solid Waste 630 46,181 13,990 8,958 7,991 77,120
Wastewater 339 26,591 1,752 5,003 5,245 38,591
Water 1,199 86,420 28,468 16,844 18,392 150,124
Total Enterprise Funds 3,311 $ 241,519 $ 53,347 $ 47,056 $ 49,224 = 391,146
TOTAL ALL FUNDS 16,012 $ 1,349,474 $ 653,541 $ 225,982 $ 235,938 = 2,464,936
TRUTH IN
TAXATION HEARING
NOTICE OF TAX INCREASE
In compliance with section 42-17107, Arizona Revised Statutes, the city of
Phoenix is notifying its property taxpayers of the city of Phoenix’s intention
to raise its primary property taxes over last year’s level. The city of Phoenix
is proposing an increase in primary property taxes of $4,177,285 or 2.00%.
For example, the proposed tax increase will cause the city of Phoenix’s
primary property taxes on a $100,000 home to be $126.58 (total proposed
taxes including the tax increase). Without the proposed tax increase, the
total taxes that would be owed on a $100,000 home would have been
$124.10.
The proposed increase is exclusive of increased primary property taxes
received from new construction. The increase is also exclusive of any
changes that may occur from property tax levies for voter approved bonded
indebtedness or budget and tax overrides.
All interested citizens are invited to attend the public hearing on the tax
increase that is scheduled to be held June 12, 2024 at 2:30 p.m. at the city
of Phoenix Council Chambers, 200 W. Jefferson St.
Page 107
Report
Supporting documents
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Item text
An ordinance (Attachment A) adopting the tentative estimates of the amounts
required for public expense for operating funds for the City of Phoenix for Fiscal Year
2024-25; adopting a tentative budget; setting forth the receipts and expenditures and
the amounts estimated as collectible for the fiscal year, and the amount proposed to be
raised by direct property taxation for primary and secondary purposes; giving notice of
the time and place for hearing taxpayers and for adoption of the budget and fixing the
tax levies.
Concurrence/Previous Council Action
This reflects the budget approved by the Council on May 21, 2024 and complies with
the requirements set forth in the City Charter and Code and State Statutes. Final
adoption is scheduled for June 12, 2024.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 108
Attachment A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED ORDINANCE.
ORDINANCE S-
AN ORDINANCE ADOPTING THE TENTATIVE
ESTIMATES OF THE AMOUNTS REQUIRED FOR PUBLIC
EXPENSE OF OPERATING FUNDS FOR THE CITY OF
PHOENIX FOR THE FISCAL YEAR 2024-2025; ADOPTING
A TENTATIVE BUDGET; SETTING FORTH THE
RECEIPTS AND EXPENDITURES AND THE AMOUNTS
ESTIMATED AS COLLECTIBLE FOR THE FISCAL YEAR,
AND THE AMOUNT PROPOSED TO BE RAISED BY
DIRECT PROPERTY TAXATION FOR PRIMARY AND
SECONDARY PURPOSES; GIVING NOTICE OF THE TIME
AND PLACE FOR HEARING TAXPAYERS AND FOR
ADOPTION OF THE BUDGET AND FIXING THE TAX
LEVIES.
_____________
WHEREAS, by the provisions of the City Charter an ordinance adopting
the tentative budget for the fiscal year 2024-2025 is required to be adopted on or before
the last day of June, which date complies with A.R.S. §§ 42-17101, 17102, 17103, and
17104.
NOW THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY
OF PHOENIX as follows:
Page 109
SECTION 1. That the statement and schedules hereinafter set forth and
hereby adopted for the purpose as hereinafter set forth as the tentative budget for the
SECTION 2. That the City Clerk is hereby authorized and directed to
publish in the manner prescribed by law the estimates of expenditures, as hereinafter
set forth, together with a notice that the City Council will meet for the purpose of final
hearing by taxpayers and for adoption of the 2024-2025 annual budget for the City of
Phoenix on the 12th day of June 2024 at the hour of 2:30 p.m. in the City Council
Chambers of the City of Phoenix, 200 West Jefferson, Phoenix, Arizona, and will further
meet for the purpose of fixing tax levies on the 1st day of July 2024 at the hour of
10:00 a.m. in said Council Chambers.
SECTION 3. That the sums to be raised by primary taxation, as specified
herein, do not in the aggregate amount exceed that amount as computed pursuant to
A.R.S. § 42-17102(C).
SECTION 4. Upon the approval of the City Manager, funds may be
transferred within purposes set forth in Section 9.
SECTION 5. Upon recommendation by the City Manager and with the
approval of the City Council, expenditures may be made from the appropriation for
contingencies.
SECTION 6. In the case of an emergency, the City Council may authorize
the transfer of funds between purposes set forth in Section 9, if funds are available and
the transfer does not conflict with the limitations provided by law (A.R.S. § 42-17102).
-2- Ordinance S-
Page 110
SECTION 7. The City Council may authorize appropriation increases, if
funds are available, for purpose of expenditures that are exempt from limitation provided
in Article IX, Section 20, Constitution of Arizona.
SECTION 8. Money from any fund may be used for any of these
purposes set forth in Section 9, except money specifically restricted by State law or by
City Charter or City ordinances and resolutions.
SECTION 9. That the purposes of expenditures set forth in this section
are necessary for the conduct of the business of the government of the City of Phoenix
and such amounts are hereby adopted as tentative appropriations for the 2024-2025
fiscal year.
CITY OF PHOENIX, ARIZONA
PURPOSES OF PROPOSED PUBLIC EXPENSE
Amount of Appropriation
Purpose 2024-2025
GENERAL FUNDS
General Government $249,186,141
Public Safety 1,248,049,161
Criminal Justice 47,381,126
Transportation 25,251,872
Community Development 41,112,446
Community Enrichment 51,797,135
Environmental Services 38,051,147
Contingencies/Non-Departmental 148,875,350
Capital Improvements 86,768,033
Total General Funds $1,936,472,411
-3- Ordinance S-
Page 111
Amount of Appropriation
Purpose 2024-2025
PARKS AND RECREATION FUNDS
Parks and Recreation Operations and Maintenance, and $137,637,763
Capital Improvements.
LIBRARY FUNDS
Library Operations and Maintenance, and Capital $52,575,946
Improvements.
CABLE COMMUNICATION FUNDS
Cable Communication Operations and Maintenance. $5,073,054
ARIZONA HIGHWAY USER REVENUE FUNDS
Street Maintenance, Major Street Improvements, Traffic $220,996,185
Improvements and other Street Improvements.
AVIATION FUNDS
Aviation Operations and Maintenance, Debt Service and $875,446,280
Capital Improvements.
Contingencies 25,000,000
Total Aviation Funds $900,446,280
CAPITAL CONSTRUCTION FUNDS
Capital Improvements in the Street Transportation, Public $31,554,960
Art, and Environmental Programs, and related Operations
and Maintenance.
CITY IMPROVEMENT FUND
Debt Service Payments for Excise Tax Bond-Funded $84,178,052
Projects Including Information Technology Improvements;
Vehicle and Equipment Replacements; Facility
Construction and Improvements; Street Improvements;
and Other Capital Projects.
COMMUNITY REINVESTMENT FUNDS
Community Reinvestment Operations and Maintenance, $8,796,395
and Capital Improvements.
-4- Ordinance S-
Page 112
Amount of Appropriation
Purpose 2024-2025
COURT AWARD FUNDS
Criminal Justice Programs. $5,008,088
DEVELOPMENT SERVICES FUNDS
Development Services Operations and Maintenance, and $100,612,350
Capital Improvements.
FEDERAL COMMUNITY DEVELOPMENT FUNDS
Community Development Program. $42,004,078
FEDERAL OPERATING TRUST FUNDS
Federal and State Grant Programs. $346,027,568
FEDERAL TRANSIT FUND
Transit Operations and Maintenance, and Capital $121,893,990
Improvements.
GOLF COURSE FUNDS
Golf Course Operations and Maintenance. $10,803,290
HOPE VI FEDERAL GRANT FUNDS
HOPE VI Program. $40,489,553
HUMAN SERVICES FEDERAL TRUST FUNDS
Human Services Program. $79,071,208
NEIGHBORHOOD PROTECTION FUNDS
Eligible Police, Fire, and Block Watch Operations and $59,961,606
Maintenance Expenditures Funded with Privilege License
and Excise Taxes in accordance with Ordinance G-3696.
OTHER RESTRICTED FUNDS
Other Restricted Funds Operations and Maintenance, and $135,430,546
Capital Improvements.
-5- Ordinance S-
Page 113
Amount of Appropriation
Purpose 2024-2025
PARKS AND PRESERVES FUNDS
Parks and Preserves Operations and Maintenance, and $125,511,049
Capital Improvement Expenditures Funded with Privilege
License and Excise Taxes in Accordance with the
Phoenix Parks and Preserves initiative approved by the
Phoenix voters in a ballot measure on May 20, 2008.
PHOENIX CONVENTION CENTER FUNDS
Phoenix Convention Center Operations and Maintenance, $112,034,511
Debt Service, and Capital Improvements.
Contingencies 3,000,000
Total Phoenix Convention Center Funds $115,034,511
PUBLIC HOUSING FUNDS
Public Housing Operations and Maintenance, and Capital $264,907,047
Improvements.
PUBLIC SAFETY ENHANCEMENT FUNDS
Police, Fire, and Emergency Management Operations and $32,245,585
Maintenance Expenditures Funded with Privilege License
and Excise Taxes in accordance with Ordinance S-31877.
PUBLIC SAFETY EXPANSION FUNDS
Police and Fire Personnel and Service Expansion Funded $128,877,753
with Privilege License and Excise Taxes in accordance
with Ordinance G-4987.
REGIONAL TRANSIT FUNDS
Regional Transportation Operations and Maintenance, $82,091,466
and Capital Improvements.
REGIONAL WIRELESS COOPERATIVE FUNDS
Operations and Maintenance of the Regional Wireless $6,222,607
Cooperative.
SECONDARY PROPERTY TAX FUNDS
Debt Service on and Early Redemption of Outstanding $139,844,624
Bonds and Long-Term Obligations.
-6- Ordinance S-
Page 114
Amount of Appropriation
Purpose 2024-2025
SOLID WASTE FUNDS
Solid Waste Operations and Maintenance, Debt Service $233,733,575
and Capital Improvements.
Contingencies 1,000,000
Total Solid Waste Funds $234,733,575
SPORTS FACILITIES FUNDS
Sports Facilities Operations and Maintenance, and Capital $8,645,833
Improvements.
Contingencies 2,500,000
Total Sports Facilities Funds $11,145,833
TRANSPORTATION 2050 FUNDS
Transit and Streets Operations and Maintenance, and $732,231,667
Capital Improvement Expenditures Funded with Privilege
License and Excise Taxes in accordance with Ordinance
G-6051.
Contingencies 4,000,000
Total Transportation 2050 Funds $736,231,667
WASTEWATER SYSTEM FUNDS
Wastewater System Operations and Maintenance, Debt $321,555,973
Service and Capital Improvements.
Contingencies 10,000,000
Total Wastewater Funds $331,555,973
WATER FUNDS
Water System Operations and Maintenance, Debt Service $694,410,386
and Capital Improvements.
-7- Ordinance S-
Page 115
Amount of Appropriation
Purpose 2024-2025
Contingencies 22,000,000
Total Water Funds $716,410,386
TOTAL APPROPRIATIONS 2024-2025 $7,243,845,399
PASSED by the Council of the City of Phoenix on this 29th day of
May 2024.
____________________________________
MAYOR
ATTEST:
City Clerk
APPROVED AS TO FORM:
Acting City Attorney
REVIEWED BY:
City Manager
-8- Ordinance S-
Page 116
Report
Supporting documents
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Item text
An ordinance (Attachment A) adopting the tentative Capital Funds Budget for the City
of Phoenix for the Fiscal Year 2024-25.
Summary
This adopts the tentative 2024-25 Capital Funds Budget for the fiscal year beginning
July 1, 2024, and ending June 30, 2025. The Capital Funds Budget will be funded by
property tax and revenue supported bond proceeds, federal, state and other
participation funds, passenger facility charges, customer facility charges, participation
by other governmental entities in certain projects, development impact fees, capital
grants, capital reserves, solid waste remediation funds and other capital funding
sources.
Final adoption is scheduled for June 12, 2024.
Concurrence/Previous Council Action
The 2024-25 Capital Funds Budget is included in the Five-Year Capital Improvement
Program resolution, also requested for Council approval on the May 29, 2024, Formal
Agenda and complies with requirements set forth in the City Charter and Code and
State Statutes.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 117
ATTACHMENT A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED ORDINANCE
ORDINANCE S-#####
AN ORDINANCE ADOPTING THE TENTATIVE CAPITAL
FUNDS BUDGET FOR THE CITY OF PHOENIX FOR THE
FISCAL YEAR 2024-25.
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF PHOENIX as
follows:
SECTION 1. The schedule set forth as Section 2 below is hereby adopted as the
tentative 2024-25 Capital Funds Budget for capital improvements to be made from authorized
property tax and revenue supported bond proceeds, nonprofit corporation bond financing,
federal and state participation funds, passenger facility charges, customer facility charges,
participation by other governmental entities in certain projects, development impact fees, capital
grants, capital reserves, solid waste remediation funds and other capital funding sources, for the
year beginning July 1, 2024, and ending June 30, 2025.
SECTION 2. This Council has determined and adopted the following estimates of
proposed Capital expenditure improvements for the various purposes therein named for the
fiscal year beginning July 1, 2024, and ending June 30, 2025.
-1- S-#####
Page 118
Appropriation
Amount
Purpose 2024-25
ARTS AND CULTURAL FACILITIES
2001 General Obligation Bonds, 2023 General Obligation Bonds $18,716,343
AVIATION
Aviation Bonds, Capital Grants, Customer Facility Charges, $809,737,804
Passenger Facility Charges
ECONOMIC DEVELOPMENT
2023 General Obligation Bonds $5,250,000
ENVIRONMENTAL PROGRAMS
2023 General Obligation Bonds $1,000,000
FACILITIES MANAGEMENT
2023 General Obligation Bonds, Capital Grants, Other Bonds, Other $47,005,058
Capital
FIRE PROTECTION
2023 General Obligation Bonds, Capital Grants, Impact Fees, Other $76,130,417
Bonds
HISTORIC PRESERVATION & PLANNING
2023 General Obligation Bonds $2,000,000
HOUSING
2023 General Obligation Bonds, Capital Grants $32,372,734
HUMAN SERVICES
2006 General Obligation Bonds, 2023 General Obligation Bonds $316,555
INFORMATION TECHNOLOGY
Other Bonds $25,370,311
-2- S-#####
Page 119
Appropriation
Amount
Purpose 2024-25
LIBRARIES
2023 General Obligation Bonds, Impact Fees $2,091,111
NON-DEPARTMENTAL CAPITAL
Aviation Bonds, Capital Grants, Customer Facility Charges, Federal, $219,495,202
State and Other Participation, Other Bonds, Passenger Facility
Charges, Water Bonds
PARKS, RECREATION & MOUNTAIN PRESERVES
2023 General Obligation Bonds, Capital Gifts, Capital Grants, Capital $36,146,192
Reserves, Impact Fees, Other Capital
PHOENIX CONVENTION CENTER
Other Bonds $55,360,000
POLICE PROTECTION
2023 General Obligation Bonds, Capital Reserves, Impact Fees $40,233,224
PUBLIC ART PROGRAM
2023 General Obligation Bonds, Aviation Bonds, Other Bonds, Solid $3,749,169
Waste Bonds, Water Bonds
REGIONAL WIRELESS COOPERATIVE
Other Cities' Share in Joint Ventures $6,000,000
SOLID WASTE DISPOSAL
Capital Grants, Capital Reserves, Solid Waste Bonds, Solid $10,263,938
Waste Remediation
STREET TRANSPORTATION & DRAINAGE
2023 General Obligation Bonds, Capital Reserves, Federal, $330,448,610
State and Other Participation, Impact Fees
WASTEWATER
Capital Grants, Impact Fees, Other Cities' Share in Joint Ventures, $578,183,180
Wastewater Bonds
-3- S-#####
Page 120
Appropriation
Amount
Purpose 2024-25
WATER
Capital Grants, Impact Fees, Other Cities' Share in Joint $381,752,608
Ventures, Water Bonds
TOTAL $2,681,622,456
SECTION 3. Upon the approval of the City Manager, funds may be transferred
within purposes set forth in Section 2.
SECTION 4. The City Council may authorize appropriation increases, if funds
are available, for purpose of expenditures that are exempt from the limitation provided in Article
IX, Section 20, Constitution of Arizona.
-4- S-#####
Page 121
PASSED by the Council of the City of Phoenix this 29th day of May, 2024.
MAYOR
ATTEST:
City Clerk
APPROVED AS TO FORM:
Acting City Attorney
REVIEWED BY:
City Manager
-5- S-#####
Page 122
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Item text
50889)
An ordinance (Attachment A) adopting the tentative Reappropriation Budget for items
of expenditure previously adopted as part of the Fiscal Year 2023-24 Operating and
Capital Funds Budgets of the City of Phoenix but remaining as unexpended funds as
of June 30, 2024.
Summary
This adopts the Tentative 2024-25 Reappropriated Funds Budget Ordinance. Council-
approved contracts can span multiple fiscal years and budget appropriations expire on
June 30 of each fiscal year. This ordinance re-establishes the spending authority for
remaining payments to vendors on outstanding contract balances for goods and
services to be received during Fiscal Year 2024-25.
This complies with requirements set forth in the City Charter and Code and State
Statutes.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Budget and Research
Department.
Page 123
Attachment A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED ORDINANCE.
ORDINANCE S-
AN ORDINANCE ADOPTING THE TENTATIVE
REAPPROPRIATION BUDGET FOR ITEMS OF
EXPENDITURE PREVIOUSLY ADOPTED AS PART OF
THE 2023-2024 FISCAL YEAR OPERATING AND CAPITAL
FUNDS BUDGETS OF THE CITY OF PHOENIX BUT
REMAINING AS UNEXPENDED FUNDS AS OF
JUNE 30, 2024.
_____________
WHEREAS, the City of Phoenix adopts, pursuant to state law, an annual
budget consisting of operating funds and capital funds for expenditure in each fiscal
year, and did so for the fiscal year 2023-2024, and
WHEREAS, the requirements of planning and contracting for the
acquisition of goods and services requires in many instances that the contracts for such
goods and services cannot be immediately executed; and
WHEREAS, there remains from said items budgeted for the fiscal year
2023-2024 substantial amounts represented by executed but unfulfilled contracts, and
WHEREAS, the City Charter directs that amounts may be expended by
the City only for goods and services actually received, and may not be expended in
advance of the acquisition of such goods and services, and
Page 124
WHEREAS, State Budget Law, A.R.S. § 42-17102 as amended, and as
interpreted by the Attorney General, demands that no expenditures be made for a
purpose not included in the budget, and no expenditure be made for any debt,
obligation or liability incurred or created in any fiscal year in excess of the amount
specified for each purpose in the budget for such fiscal year as finally adopted,
THEREFORE, it has become necessary to tentatively adopt a
reappropriation and supplemental budget for sums to be expended in the fiscal year
2024-2025 from funds budgeted for the fiscal year 2023-2024, but remaining
unexpended as of the close of the fiscal year on June 30, 2024.
NOW THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY
OF PHOENIX as follows:
SECTION 1. That this Council has determined and adopted the following
tentative estimates of proposed capital and operating fund expenditures as hereinafter
set forth presenting a reappropriation of items previously budgeted for the fiscal year
2023-2024 but remaining unexpended at the close of said fiscal year, and likely to
remain unexpended by September 1, 2024, and representing amounts encumbered by
means of outstanding contracts as of the close of said fiscal year. Said amounts and the
purposes therefore are set forth in the schedule below as follows:
-2- Ordinance
Page 125
2024-2025 REAPPROPRIATED FUNDS
Fund Amount
OPERATING FUNDS:
General Funds
General Government $43,962,000
Criminal Justice 3,697,000
Public Safety 82,782,000
Transportation 3,631,000
Environmental Services 36,755,000
Community Development 5,424,000
Community Enrichment 11,321,000
Capital Improvements 27,787,000
Total General Funds $215,359,000
Parks and Recreation Funds
Parks and Recreation Operations and Maintenance, and $24,562,000
Capital Improvements.
Library Funds
Library Operations and Maintenance, and Capital $6,226,000
Improvements.
Cable Communication Funds
Cable Communication Operations and Maintenance. $505,000
Arizona Highway User Revenue Funds
Street Maintenance, Major Street Improvements, Traffic $95,481,000
Improvements and Other Street Improvements.
Aviation Funds
Aviation Operations and Maintenance, and Capital $191,873,000
Improvements.
-3- Ordinance
Page 126
Fund Amount
Capital Construction Funds
Capital Improvements in Street Transportation and $4,360,000
Drainage.
City Improvement Operating Funds
Debt Service Related Costs associated with City $253,000
Improvement.
Community Reinvestment Funds
Community Reinvestment Program. $1,402,000
Court Award Funds
Criminal Justice Program. $3,024,000
Development Services Funds
Development Services Operations and Maintenance, and $47,076,000
Capital Improvements.
Federal Community Development Funds
Community Development Program. $8,534,000
Federal Operating Trust Funds
Federal and State Grants. $94,166,000
Federal Transit Funds
Federal Transit Grant Program. $58,946,000
Golf Course Funds
Golf Course Operations and Maintenance, and Capital $2,958,000
Improvements.
HOPE VI Federal Grant Funds
HOPE VI Program. $4,601,000
-4- Ordinance
Page 127
Fund Amount
Human Services Federal Trust Funds
Human Services Program. $16,908,000
Neighborhood Protection Funds
Eligible Police, Fire and Blockwatch Operations and $2,755,000
Maintenance Expenditures Funded with Privilege License
and Excise Taxes in accordance with Ordinance G-3696.
Other Restricted Funds
Other Restricted Funds Operations and Maintenance, and $43,351,000
Capital Improvements.
Parks and Preserves Funds
Parks and Preserves Operations and Maintenance, and $69,908,000
Capital Improvement Expenditures Funded with Privilege
License and Excise Taxes in accordance with the Phoenix
Parks and Preserves initiative approved by the Phoenix
voters in a ballot measure on May 20, 2008.
Phoenix Convention Center Funds
Phoenix Convention Center Operations and Maintenance, $21,124,000
and Capital Improvements.
Public Housing Funds
Public Housing Operations and Maintenance, and Capital $75,322,000
Improvements.
Public Safety Enhancement Funds
Police, Fire, and Emergency Management Operations and $32,000
Maintenance Expenditures Funded with Privilege License
and Excise Taxes in accordance with Ordinance S-31877.
-5- Ordinance
Page 128
Fund Amount
Public Safety Expansion Funds
Police and Fire Personnel and Service Expansion Funded $771,000
with Privilege License and Excise Taxes in accordance
with Ordinance G-4987.
Regional Transit Authority Funds
Regional Transit Operations and Maintenance, and $17,049,000
Capital Improvements.
Regional Wireless Cooperative Funds
Regional Wireless Cooperative Operations and $4,846,000
Maintenance.
Secondary Property Tax Funds
Debt Service on and Early Redemption of Outstanding $902,000
Bonds and Long-Term Obligations.
Solid Waste Funds
Solid Waste Operations and Maintenance, and Capital $30,648,000
Improvements.
Sports Facilities Funds
Sports Facilities Operations and Maintenance, and Capital $2,411,000
Improvements.
Transportation 2050 Funds
Transit and Streets Operations and Maintenance, and $174,933,000
Capital Improvement Expenditures Funded with Privilege
License and Excise Taxes in accordance with Ordinance
G-6051.
Wastewater System and Multi-City Wastewater Funds
Wastewater System Operations and Maintenance, and $131,854,000
Capital Improvements.
-6- Ordinance
Page 129
Fund Amount
Water Funds
Water System Operations and Maintenance, and Capital $252,371,000
Improvements.
CAPITAL PROJECTS FUNDS:
2023 Prop 1 Public Safety and Streets Bond Funds $800,000
2023 Prop 2 Neighborhood and Parks Bond Funds $1,000,000
2023 Prop 3 Arts, Economic Development, and $10,000
Environment Bond Funds
2023 Prop 4 Housing and Human Services Bond Funds $150,000
Aviation Capital Funds $673,627,000
Capital Reserve Funds $10,492,000
City Improvement Capital Funds $130,116,000
Civic Plaza Building Corporation Funds $4,250,000
Development Impact Fee Funds $42,961,000
Multi-City Wastewater Capital Funds $88,045,000
Public Housing Capital Funds $9,786,000
Solid Waste Capital Funds $7,461,000
Streets Capital Funds $20,770,000
Wastewater Capital Funds $163,878,000
Water Capital Funds $293,330,000
TOTAL $3,051,187,000
-7- Ordinance
Page 130
SECTION 2. That the City Clerk is hereby authorized and directed to
publish in the manner prescribed by law the estimates of these expenditures, as
hereinabove set forth, together with the notice that the City Council will meet for the
purpose of final hearing by taxpayers and for the adoption of said reappropriation
budget on the 12th day of June 2024 at the hour of 2:30 p.m. in the City Council
Chambers of the City of Phoenix, 200 West Jefferson, Phoenix, Arizona.
SECTION 3. In case of an emergency, the City Council may authorize the
transfer of funds between the purposes set forth in Section 1 above, if the funds are
available and the transfer does not conflict with the limitations provided by law under
A.R.S. § 42-17102.
SECTION 4. Money from any fund may be used for any of these purposes
set forth hereinabove, except money specifically restricted by state law or by City
Charter or City ordinances and resolutions.
PASSED by the Council of the City of Phoenix this 29th day of May 2024.
_________________________________________
MAYOR
ATTEST:
City Clerk
-8- Ordinance
Page 131
APPROVED AS TO FORM:
Acting City Attorney
REVIEWED BY:
City Manager
-9- Ordinance
Page 132
Report
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Item text
A public hearing, as required by Arizona Revised Statutes section 9-471, on the
proposed 15th Avenue and Happy Valley Road Annexation. This public hearing allows
the City Council to gather community input regarding this annexation proposal. The
adoption of this proposed annexation will be considered at a later date.
Summary
The annexation was requested by Charles Eckert Jr. with Red Hawk Development
Corporation for the purpose of receiving City of Phoenix services. The proposed
annexation conforms to current City policies and complies with Arizona Revised
Statutes section 9-471 regarding annexations. Additionally, the annexation is
recommended for adoption per the attached Task Force Analysis Report (Attachment
A).
Public Outreach
Notification of the public hearing was published in the Arizona Business Gazette
newspaper, and was posted in at least three conspicuous places in the area proposed
to be annexed. Also, notice via first-class mail was sent to each property owner within
the proposed annexation area.
Location
The proposed annexation area includes parcel 210-10-028C, located at 1540 W.
Happy Valley Road (Attachment B). The annexation area is approximately 4.953
acres (0.00774 sq. mi.) and population estimate is zero individuals.
Council District: 1
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 133
Attachment A
CITY COUNCIL REPORT
TO: Alan Stephenson
Deputy City Manager
FROM: Joshua Bednarek
Planning and Development Director
SUBJECT: Request for Task Force Analysis: 15th Ave & Happy Valley Road Annexation
This report recommends the approval of the proposed annexation of 4.953 acres located at
approximately 360 feet west of the northwest corner of 15th Avenue and Happy Valley Road (APN
210-10-028C).
THE REQUEST:
The applicant is requesting to annex approximately 4.953 acres, approximately 360 feet west of the
northwest corner of 15th Avenue and Happy Valley Road from Maricopa County. The applicant is
requesting the annexation with the intent to rezone to C-2 DNS/WVR HGT/WVR to develop 175
multifamily apartments.
OTHER INFORMATION:
Planning Village: Deer Valley
General Plan Designation: Commercial/Commerce Park
Current County Zoning District: RU-43
Equivalent Zoning District S-1
Proposed Zoning District: C-2 DNS/WVR HGT/WVR
Current Land Use Conditions
On Site: plant nursery
To the North: Maricopa County jurisdiction, zoned RU-43, single family residential
To the South: City of Phoenix jurisdiction, zoned C-2, thrift store
To the West: Maricopa County jurisdiction, zoned RU-43, single family residential and
outdoor plant nursery storage
To the East: Maricopa County jurisdiction, zoned RU-43, single family residential and dog
agility course
Maricopa County History of Non-Conformities Present? NONE PRESENT
MARICOPA COUNTY ZONING CASE HISTORY:
N/A
Page 134
ALTERNATIVES:
• Option A - Annex the land as requested:
The City of Phoenix will control rezoning requests in this area to ensure conformance with
the General Plan Land Use Map. The city of Phoenix will capture property tax, utility tax,
state shared revenue, and impact fees when applicable.
• Option B - Deny the request for annexation:
If annexed later, this site would have been developed under County zoning and
development standards that may not be consistent with the General Plan, Land Use Map,
zoning, and development standards.
RECOMMENDATION:
Located adjacent to City of Phoenix lands, this annexation is supported by the 2015 General Plan,
particularly the Land Use goal for land uses and development standards for unincorporated land,
under Policies 1 and 2. This annexation is recommended for approval. Approval of annexation does
not constitute recommendation for future rezoning actions.
SUPPORTING INFORMATION:
I. Water and Sewer Service
1 Parcel, APN 210-10-028C, N 15th Avenue & W Happy Valley Rd, 1540 W Happy Valley
Road
Q.S.#. 47-25
Water Pressure Zone Area: 4A
Acres: 5.27 acres
Water
12-inch DIP water main within W Happy Valley Road
Sewer
12-inch VCP sewer main within W Happy Valley Road
24-inch DIP sewer forced main within W Happy Valley Road
Significant infrastructure improvements may be required in order to serve the proposed
parcels within the City of Phoenix service area. Design and construction of any
infrastructure will be the responsibility of the developer. Specifics regarding infrastructure
improvement requirements would be discussed and determined at a pre-application
meeting after annexation.
It is the City's intent to provide water and sewer service. However, the requirements and
assurances for water and sewer service are determined during the site plan application
review, or the building permit approval, and may be subject to future restrictions as a
result of water shortage. Water and/or sewer system requirements and stipulations are
determined at time of site plan approval. Capacity on any existing infrastructure is
Page 135
determined at that time of preliminary site plan approval. Please be advised that capacity
is a dynamic condition that can change over time due to a variety of factors.
II. Fire Protection
Servicing Station:
Phoenix Fire Station 55
26700 N 27th Ave
Phoenix, AZ 85085
Current Response
Time: 3 Min. 24 Sec.
City Average
Response Time: 5 Min. 0 Sec.
Difference from
Typical Response
Time: - 1Min. 39 Sec.
Number of Service
Calls Expected: 29
Average Cost per
Service Call: $727
Estimated Total
Annual Fire Service
Costs: $20,989
III. Police Protection
Servicing Station:
Black Mountain Precinct
33355 North Cave Creek Road
Cave Creek, AZ 85331
602-495-5002
Number Of New
Officers Required: 0.20
Number Of New
Patrol Cars
Required: 0.12
Estimated Total
Annual Police
Service Costs: $37,527
IV. Refuse Collection
Number of New
Containers
Required: 0
Cost for Refuse
Containers, Each: $59.90
Page 136
Cost for Recycling
Containers, Each: $59.90
Total Start-Up
Costs for Refuse
Collection: $0
V. Street Maintenance
Average Cost per Acre for Street
Maintenance: $131
Estimated Total
Annual Street
Maintenance Costs: $647
VI. Public Transit
Servicing Routes: 19 (North), 19 (South), 35 (North)
VII. Parks and Recreation
Neighborhood Park
Demand in Acres: 0.74
Community Park
Demand in Acres: 0.39
District Park
Demand in Acres: 0.39
Total Park Demand
in Acres: 1.52
Cost Per Acre,
Annual
Maintenance: $17,000
Total Annual Parks
and Recreation
Costs: $62,944
VIII. Schools
Elementary School Deer Valley Unified
District:
High School Deer Valley Unified
District:
Total Expected Elementary
School Students: 50
Total Expected High School
Students: 29
Total Expected New Students: 79
IX. Revenues
Page 137
Expected Total Impact Fees at
Buildout: $0
Beginning Next Fiscal Year
Property Tax
Beginning Next Fiscal Year
Income*: $1,662
Utility Fee Income: $21,875
State Shared
Revenue: $0
Solid Waste: $0
Sales Tax
Generated: $0
Total Tax Related
Income,
Annually**: $23,537
Beginning 2024-2025 Fiscal Year
Property Tax $1,662
Beginning 2024-2025 Fiscal Year
Income*:
Utility Fee Income: $21,875
State Shared
Revenue: $0
Solid Waste: $0
Sales Tax
Generated: $0
Total Tax Related
Income,
Annually**: $23,537
X. Total Costs
Revenue, First Year
Only: $23,537
Revenue, Year $23,537
Two:
Revenue, 2020 and
Beyond: $23,537
Expenses, First Year
Only: $84,995
Expenses, Year Two
and Beyond: $84,995
Total Annual Revenue,
First Year**: -$61,458
Total Annual Revenue,
Page 138
2024 and Beyond**: -$61,458
*The above referenced Property Tax Income numbers are based on vacant parcels only; it
does not refer to future development which will vary depending on number of lots and
individual square footage.
**Total Tax Related Income and Total Annual Revenues will vary depending on project
scope and size, the timing of permit issuance and build-out.
Page 139
Attachment B
Page 140
LEGAL DESCRIPTION
15TH AVENUE AND HAPPY VALLEY ROAD
The West half of the Southeast quarter of the Southeast quarter of the Southwest quarter
of Section 6, Township 4 North, Range 3 East of the Gila and Salt River Base and Meridian,
Maricopa County, Arizona, Except the South 40, feet, being more particularly described as
follows;
COMMENCING at the Southwest corner (City of Phoenix brass cap in handhold) of
said Section 6, form which the South quarter corner (Maricopa County Department of
Transportation brass cap flush) of said Section 6 bears North 89 Degrees 19 Minutes 07 Seconds
East a distance of 2647.18 feet;
Thence North 89 Degrees 19 Minutes 07 Seconds East along the South line of said
Southwest quarter of Section 6 a distance of 1948.76 feet to the Southwest corner of said West
half;
Thence North 01 Degrees 16 Minutes 10 Seconds West along the West line of said West
half a distance of 40.00 feet to a point on the North line of the South 40.00 feet of said West half,
said point being the TRUE POINT OF BEGINNING;
Thence North 01 Degrees 16 Minutes 10 Seconds West along the West line of said West
half a distance of 620.36 feet to the Northwest corner of said West half;
Thence North 89 Degrees 20 Minutes 48 Seconds East along the North line of said West
half a distance of 346.70 feet to the Northeast corner of said West half;
Thence South 01 Degrees 29 Minutes 13 Seconds East along the East line of said West
half a distance of 620.22 feet to said North line of the South 40.00 feet;
Thence South 89 Degrees 19 Minutes 07 Seconds West along said last North line a
distance of 349.06 feet to the POINT OF BEGNNING
Page 141
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Item text
A public hearing, as required by Arizona Revised Statutes section 9-471, on the
proposed Old 27th Avenue Annexation. This public hearing allows the City Council to
gather community input regarding this annexation proposal. The City Council will not
act on the proposed annexation at this public hearing. Formal adoption of this
proposed annexation will be considered at a later date.
Summary
The annexation was requested by Tim Rasnake with Archicon Architecture & Interiors,
L.C. for the purpose of receiving City of Phoenix services. The proposed annexation
conforms to current City policies and complies with Arizona Revised Statutes section 9
-471 regarding annexations. Additionally, the annexation is recommended for adoption
per the attached Task Force Analysis Report (Attachment A).
Public Outreach
Notification of the public hearing was published in the Arizona Business Gazette
newspaper, and was posted in at least three conspicuous places in the area proposed
to be annexed. Also, notice via first-class mail was sent to each property owner within
the proposed annexation area.
Location
The proposed annexation area includes unincorporated land within parcel 300-17-
002B, located at 27th Avenue and Baseline Road (Attachment B). The annexation
area is approximately .0527 acres (0.00008 sq. mi.) and population estimate is zero
individuals.
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 142
Attachment A
CITY COUNCIL REPORT
TO: Alan Stephenson
Deputy City Manager
FROM: Joshua Bednarek
Planning and Development Director
SUBJECT: Request for Task Force Analysis: Old 27th Ave Annexation
This report recommends the approval of the proposed annexation of .05 acres located
approximately 325 feet south of the southeast corner of Old 27th Avenue and Baseline Road
(APN 300-17-002B).
THE REQUEST:
The applicant is requesting to annex approximately .05 acres located approximately 325 feet
south of the southeast corner of Old 27th Avenue and Baseline Road from Maricopa County.
The applicant is requesting the annexation with the intention to rezone to C-2 to develop along
with the parcel to the east, for up to 12,675 square feet of commercial use for automobile repair
services and a drive-through restaurant with patio.
OTHER INFORMATION:
Planning Village: South Mountain
General Plan Designation: Residential 1 to 2 dwelling units per acre
and Residential 2 to 3.5 dwelling units per acre
Current County Zoning District: RU-43
Equivalent Zoning District: S-1
Proposed Zoning District: C-2
Current Land Use Conditions
On Site: Vacant
To the North: City of Phoenix jurisdiction, zoned S-1 (Approved C-3)
To the South: City of Phoenix jurisdiction, zoned S-1, vacant (right-of-way)
To the West: Maricopa County jurisdiction, zoned RU-43, single family residence, barn
To the East: City of Phoenix jurisdiction, zone S-1, vacant
Maricopa County History of Non-Conformities Present? NONE PRESENT
MARICOPA COUNTY ZONING CASE HISTORY:
N/A
Page 143
ALTERNATIVES:
• Option A - Annex the land as requested:
The City of Phoenix will control rezoning requests in this area to ensure conformance
with the General Plan Land Use Map. The city of Phoenix will capture property tax,
utility tax, state shared revenue, and impact fees when applicable.
• Option B - Deny the request for annexation:
If annexed later, this site would have been developed under County zoning and
development standards that may not be consistent with the General Plan, Land Use
Map, zoning, and development standards.
RECOMMENDATION:
Located adjacent to City of Phoenix parcels, this annexation is supported by the 2015 General
Plan, particularly the Land Use goal for land uses and development standards for
unincorporated land, under Policies 1 and 2. This annexation is recommended for approval.
Approval of annexation does not constitute recommendation for future rezoning actions.
SUPPORTING INFORMATION:
I. Water and Sewer Service
Parcels within APN 300-17-002B, East of 27th Avenue and South of Baseline Road.
Q.S.#: 01-23
Water Pressure Zone Area: 1.
Acres: .29 ac.
Existing Water System
12-inch ACP water main within W Baseline Road
60-inch PCCP water main within W Baseline Road (Do Not Use, Transmission Main).
60-inch PCCP water main within S 27th Avenue (Do Not Use, Transmission Main).
12-inch ACP water main within S 27th Avenue.
Existing Sewer System
15-inch VCP sewer main within W Baseline Road.
8-inch VCP sewer main within S 27th Avenue (new alignment).
12-inch VCP sewer main within S 27th Avenue.
Significant infrastructure improvements will be required to serve the proposed parcel within
the City of Phoenix service area. Design and construction of any infrastructure will be the
responsibility of the developer. Specifics regarding infrastructure improvement requirements
would be discussed and determined at a pre-application meeting after annexation.
Additional information and requirements provided under PAPP 2208862 for KIVA 22-3543.
It is the City’s intent to provide water and sewer service. However, the requirements and
assurances for water and sewer service are determined during the site plan application review,
or the building permit approval, and may be subject to future restrictions as a result of water
shortage. Water and/or sewer system requirements and stipulations are determined at time of
Page 144
site plan approval. Capacity on any existing infrastructure is determined at that time of
preliminary site plan approval. Per City Code 37-22, 37-39 and 37-142, annexation into the City
requires all properties connect to the City’s public water system. All existing on-site private wells
must be dis-connected to prevent cross contamination with the City’s public water system.
Please be advised that capacity is a dynamic condition that can change over time due to a
variety of factors.
II. Fire Protection
Servicing Station:
Phoenix Fire Station 39
2276 W. Southern Avenue
Phoenix, AZ 85041
Current Response Time: 2 Min. 36 Sec.
City Average Response Time: 5 Min. 0 Sec.
Difference from Typical Response Time: -2 Min. 40 Sec.
Number of Service Calls Expected: 0
Average Cost per Service Call: $727
Estimated Total Annual Fire Service Costs: $0
III. Police Protection
Servicing Station:
Maryvale / Estrella Mountain Precinct
2111 S 99th Avenue
Tolleson, AZ 85353
Number Of New Officers Required: 0.00
Number Of New Patrol Cars Required: 0.00
Estimated Total Annual Police Service
Costs: $96
IV. Refuse Collection
Number of New Containers Required: 0
Cost for Refuse Containers, Each: $59.90
Cost for Recycling Containers, Each: $59.90
Total Start-Up Costs for Refuse
Collection: $0
V. Street Maintenance
Average Cost per Acre for Street
Page 145
Maintenance: $131
Estimated Total Annual Street
Maintenance Costs: $7
VI. Public Transit
Servicing Routes: 19 (North/South), 35 (North/South), and 77 (East/West) and a Park and
Ride at 27th Avenue and Baseline Road.
VII. Parks and Recreation
Neighborhood Park Demand in Acres: 0.00
Community Park Demand in Acres: 0.00
District Park Demand in Acres: 0.00
Total Park Demand in Acres: 0.00
Cost Per Acre, Annual
Maintenance: $17,000
Total Annual Parks and Recreation
Costs: $66.34
VIII. Schools
Elementary School District: Roosevelt
High School District: Phoenix Union
Total Expected Elementary
School Students: 0
Total Expected High School
Students: 0
Total Expected New Students: 0
IX. Revenues
Expected Total Impact Fees at
Buildout: $73,161
Page 146
Beginning Next Fiscal Year
Beginning Next Fiscal Year
Property Tax Income*: $0
Utility Fee Income: $125
State Shared Revenue: $455
Solid Waste: $0
Sales Tax Generated: Unknown
Total Tax Related Income,
Annually**: $580
Beginning 2024-2025 Fiscal Year
Beginning 2024-2025 Fiscal Year
Property Tax Income*: $0
Utility Fee Income: $125
State Shared Revenue: $455
Solid Waste: $0
Sales Tax Generated: Unknown
Total Tax Related Income,
Annually**: $580
X. Total Costs
Revenue, First Year Only: $73,741
Revenue, Year Two: $580
Revenue, 2025 and Beyond: $580
Expenses, First Year Only: $224
Expenses, Year Two and Beyond: $224
Total Annual Revenue, First Year**: $73,517
Total Annual Revenue, 2023
and Beyond**: $356
*The above referenced Property Tax Income numbers are based on vacant parcels only; it does
not refer to future development which will vary depending on number of lots and individual
square footage. **Total Tax Related Income and Total Annual Revenues will vary depending on
project scope and size, the timing of permit issuance and build-out.
Page 147
Attachment B
Page 148
Attachment B
LEGAL DESCRIPTION
OLD 27TH AVENUE ANNEXATION
A PORTION OF G.L.0. LOT 4 LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TOWNSHIP 1 SOUTH,
RANGE 2 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A 3-INCH MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION BRASS CAP IN
HANDHOLE MARKING THE NORTHWEST CORNER OF SECTION 1 FROM WHICH A 3-INCH MARICOPA
COUNTY DEPARTMENT OF TRANSPORTION BRASS CAP IN HANDHOLE (0.80' DOWN) MARKING THE WEST
QUARTER CORNER OF SAID SECTION 1 BEARS SOUTH 00 DEGREES 33 MINUTES 09 SECONDS WEST
2672.42 FEET. SAID DESCRIBED LINE BEING THE BASIS OF BEARINGS FOR THIS DESCRIPTION;
THENCE SOUTH 00 DEGREES 33 MINUTES 09 SECONDS WEST 338.12 FEET ALONG THE WEST LINE OF
SAID NORTHWEST QUARTER TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF G.L.O.
LOT 1, SECTION 2;
THENCE NORTH 89 DEGREES 53 MINUTES 59 SECONDS EAST 33.00 FEET ALONG THE EASTERLY
PROLONGATION OF SAID SOUTH LINE TO THE EAST LINE OF THE WEST 33.00 FEET OF THE NORTHWEST
QUARTER OF SAID SECTION 1 AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 89 DEGREES 53 MINUTES 59 SECONDS EAST 7.00 FEET ALONG SAID
EASTERLY PROLONGATION TO THE EAST LINE OF THE WEST 40.00 FEET;
THENCE SOUTH 00 DEGREES 33 MINUTES 09 SECONDS WEST 329.62 FEET ALONG SAID EAST LINE TO A
NORTHERLY RIGHT OF WAY LINE RECORDED IN 2001-0086244, RECORDS OF MARICOPA COUNTY,
ARIZONA;
THENCE NORTH 60 DEGREES 30 MINUTES 23 SECONDS WEST 8. 00 FEET ALONG SAID NORTHERLY LINE
TO THE EAST LINE OF THE WEST 33.00 FEET;
THENCE NORTH 00 DEGREES 33 MINUTES 09 SECONDS EAST 325.67 FEET ALONG SAID EAST LINE TO THE
POINT OF BEGINNING.
COMPRISING 2,294 SQUARE FEET MORE OR LESS.
Page 149
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Item text
A public hearing, as required by Arizona Revised Statutes section 9-471, on the
proposed 17th Avenue and Happy Valley Road Annexation. This public hearing allows
the City Council to gather community input regarding this annexation proposal. The
adoption of this proposed annexation will be considered at a later date.
Summary
The annexation was requested by Stanley Novak Jr. with UA Happy Valley, LLC for the
purpose of receiving City of Phoenix services. The proposed annexation conforms to
current City policies and complies with Arizona Revised Statutes section 9-471
regarding annexations. Additionally, the annexation is recommended for adoption per
the attached Task Force Analysis Report (Attachment A).
Public Outreach
Notification of the public hearing was published in the Arizona Business Gazette
newspaper, and was posted in at least three conspicuous places in the area proposed
to be annexed. Also, notice via first-class mail was sent to each property owner within
the proposed annexation area.
Location
The proposed annexation area includes parcels 210-10-013B and 210-10-005, located
at 25051 N. 17th Ave. (Attachment B). The annexation area is approximately 7.2772
acres (0.01137 sq. mi.) and population estimate is zero individuals.
Council District: 1
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the City Clerk
Department.
Page 150
Attachment A
CITY COUNCIL REPORT
TO: Alan Stephenson
Deputy City Manager
FROM: Joshua Bednarek
Planning and Development Director
SUBJECT: Request for Task Force Analysis: 17th Avenue and Happy Valley Road Annexation
This report recommends the approval of the proposed annexation of 7.2772 acres located at
the northeast corner of 17th Avenue and Happy Valley Road (APNs 210-10-005, 210-10-013B).
THE REQUEST:
The applicant is requesting to annex approximately 7.2772 acres at the northeast corner of 17th
Avenue and Happy Valley Road from Maricopa County. The applicant is requesting the annexation
with the intention to rezone to C-2 DNS/WVR HGT/WVR to develop 225 units of multifamily
residential.
OTHER INFORMATION:
Planning Village: Deer Valley
General Plan Designation: Commercial/Commerce Park
Current County Zoning District RU-43
Equivalent Zoning District: S-1
Proposed Zoning District: C-2 DNS/WVR HGT/WVR
Current Land Use Conditions
On Site: Office and plant nursery storage
To the North: Maricopa County jurisdiction, zoned RU-43, single family residential
To the South: City of Phoenix jurisdiction, zoned C-2, CP/GCP, townhomes, animal boarding
and veterinarian, automobile repair
To the West: City of Phoenix jurisdiction, zoned C-2, PUD, vacant land, proposed multifamily
residential
To the East: Maricopa County jurisdiction, zoned RU-43, plant nursery
Maricopa County History of Non-Conformities Present? NONE PRESENT
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MARICOPA COUNTY ZONING CASE HISTORY:
N/A
ALTERNATIVES:
• Option A - Annex the land as requested:
The City of Phoenix will control rezoning requests in this area to ensure conformance
with the General Plan Land Use Map. The City of Phoenix will capture property tax,
utility tax, state shared revenue, and impact fees when applicable.
• Option B - Deny the request for annexation:
If annexed later, this site would have been developed under County zoning and
development standards that may not be consistent with the General Plan, Land Use
Map, zoning, and development standards.
RECOMMENDATION:
Located adjacent to City of Phoenix lands, this annexation is supported by the 2015 General Plan,
particularly the Land Use goal for land uses and development standards for unincorporated land,
under Policies 1 and 2. This annexation is recommended for approval. Approval of annexation does
not constitute recommendation for future rezoning actions.
SUPPORTING INFORMATION:
I. Water and Sewer Service
2 Parcels, APN 210-10-005 and APN 210-10-013B, 25051 N 17th Avenue
Q.S.#: 47-25
Water Pressure Zone Area: 4A
Acres: 300,403 ac combined
Water
8-inch DIP water main within North 17th Avenue alignment
16-inch DIP Transmission distribution main within W Happy Valley Road
12-inch DIP water main within W Happy Valley Road
Sewer
12-inch VCP sewer main within W Happy Valley Road (Capacity issue at this time)
Significant sewer infrastructure improvements will be required in order to serve the proposed
parcels within the City of Phoenix service area. Design and construction of any infrastructure
will be the responsibility of the developer. Specifics regarding infrastructure improvement
requirements would be discussed and determined at a pre-application meeting after
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annexation. Additional information and requirements provided under PAPP 2304652 for KIVA
23-1271.
It is the City's intent to provide water and sewer service. However, the requirements and
assurances for water and sewer service are determined during the site plan application review,
or the building permit approval, and may be subject to future restrictions as a result of water
shortage. Water and/or sewer system requirements and stipulations are determined at time of
site plan approval. Capacity on any existing infrastructure is determined at that time of
preliminary site plan approval.
Per City Code 37-22, 37-39 and 37-142, annexation into the City requires all properties connect
to the City's public water system. All existing on-site private wells must be disconnected to
prevent cross contamination with the City's public water system. Please be advised that
capacity is a dynamic condition that can change over time due to a variety of factors.
II. Fire Protection
Servicing Station:
Phoenix Fire Station 55
26700 North 27th Avenue
Phoenix, AZ 85085
Current Response Time: 3 Min. 5 Sec.
City Average Response Time: 5 Min. 0 Sec.
Difference from Typical Response -1 Min. 39 Sec.
Time:
Number of Service Calls 42
Expected:
Average Cost per Service Call: $727
Estimated Total Annual Fire $30,838
Service Costs:
III. Police Protection
Servicing Station:
Black Mountain Precinct
33355 North Cave Creek Road
Cave Creek, AZ 85331
602-495-5002
Number Of New Officers 0.29
Required:
Number Of New Patrol Cars 0.17
Required:
Estimated Total Annual Police $55,137
Service Costs:
IV. Refuse Collection
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Number of New Containers 0
Required:
Cost for Refuse Containers, Each: $59.90
Cost for Recycling Containers, $59.90
Each:
Total Start-Up Costs for Refuse $0
Collection:
V. Street Maintenance
Average Cost per Acre for Street $131
Maintenance:
Estimated Total Annual Street $951
Maintenance Costs:
VI. Public Transit
Servicing Routes: 19 (North), 19 (South), and 35 (North)
VII. Parks and Recreation
Neighborhood Park Demand in 1.08
Acres:
Community Park Demand in 0.58
Acres:
District Park Demand in Acres: 0.58
Total Park Demand in Acres: 2.23
Cost Per Acre, Annual $17,000
Maintenance:
Total Annual Parks and $37,953
Recreation Costs:
VIII. Schools
Elementary School District: Deer Valley Unified
High School District: Deer Valley Unified
Total Expected Elementary 74
School Students:
Total Expected High School 42
Students:
Total Expected New Students: 116
IX. Revenues
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Expected Total Impact Fees at $0
Buildout:
Beginning Next Fiscal Year
Property Tax Income*: $1,467
Beginning Next Fiscal
Utility Fee Income: $28,125
State Shared Revenue: $0
Solid Waste: $0
Year
Sales Tax Generated: $0
Total Tax Related Income, $29,592
Annually**:
Beginning 2024-2025 Fiscal Year
Property Tax Income*: $1,467
Beginning 2023-2024
Utility Fee Income: $28,125
State Shared Revenue: $0
Solid Waste: $0
Fiscal Year
Sales Tax Generated: $0
Total Tax Related Income, $29,592
Annually**:
X. Total Costs
Revenue, First Year Only: $29,592
Revenue, Year Two: $29,592
Revenue, 2020 and Beyond: $29,592
Expenses, First Year Only: $124,879
Expenses, Year Two and Beyond: $124,879
Total Annual Revenue, First Year** -$95,287
Total Annual Revenue, 2024 -$95,287
and Beyond**:
*The above referenced Property Tax Income numbers are based on vacant parcels only; it does
not refer to future development which will vary depending on number of lots and individual
square footage.
**Total Tax Related Income and Total Annual Revenues will vary depending on project scope
and size, the timing of permit issuance and build-out.
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Attachment B
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LEGAL DESCRIPTION
17TH AVENUE AND HAPPY VALLEY ROAD
The South half of the Southwest quarter of the Southwest quarter of the
Southwest quarter AND the Northeast quarter of the Southwest quarter of the Southeast
quarter of the Southwest quarter All of Section 6, Township 4 North, Range 3 East of
the Gila and Salt River Base and Meridian, Maricopa County, Arizona, Except the South
40 feet, being more particularly described as follows;
COMMENCING at the Southwest corner (City of Phoenix brass cap in handhole)
of said Section 6, form which the South quarter (Maricopa County Department of
Transportation brass cap flush) of said Section 6 bears North 89 Degrees 19 Minutes 07
Seconds East a distance 2647.18 feet;
Thence North 89 Degrees 19 Minutes 07 Seconds East along the South line of
said Southwest quarter of Section 6 a distance of 1250.34 feet to the Southwest corner
of said South half;
Thence North 00 Degrees 50 Minutes 04 Seconds East along the West line of
said South half a distance of 40.00 feet to the North line of the South 40.00 feet of said
South half, said point being the TRUE POINT OF BEGINNING;
Thence North 00 Degrees 50 Minutes 04 Seconds East along the West line a
distance of 290.33 feet to the Northwest corner of said South half;
Thence North 89 Degrees 19 Minutes 57 Seconds East along the North line of
said South half a distance of 347.96 feet to the Southwest corner of said Northeast
quarter of the Southwest quarter of the Southeast quarter of the Southwest quarter;
Thence North 01 Degrees 03 Minutes 07 Seconds West along the West line of
said Northeast quarter a distance of 330.25 feet to the Northwest corner of said
Northeast quarter;
Thence North 89 Degrees 20 Minutes 48 Seconds East along the North line of
said Northeast quarter a distance of 346.78 feet to the Northeast corner of said
Northeast quarter;
Thence South 01 Degrees 16 Minutes 10 Seconds East along the East line of
said Northeast quarter and said South half a distance of 620.36 feet to said North line of
the South 40.00 feet;
Thence South 89 Degrees 19 Minutes 07 Seconds West along last said South
North line a distance of 698.12 feet to the POINT OF BEGINNING.
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and Sidewalk Purposes (Ordinance S-50901)
Request for the City Council to accept and dedicate a deed and easements for public
utility, roadway and sidewalk purposes; further ordering the ordinance recorded.
Summary
Accepting the property interests below meets the Planning and Development
Department's Single Instrument Dedication Process requirement prior to releasing any
permits to applicants.
Easement (a)
Applicant: KFO, LLC; its successor and assigns
Purpose: Sidewalk
Location: 23317 N. 17th Drive (1701 W. Pinnacle Peak Road)
File: 240024
Council District: 1
Easement (b)
Applicant: Regina Van Buren; its successor and assigns
Purpose: Public Utility
Location: 511 E. Orange Drive
File: 240015
Council District: 4
Easement (c)
Applicant: Robert Carlos Lopez Lopez; its successor and assigns
Purpose: Public Utility
Location: 1832 N. 31st Place
File: 240027
Council District: 4
Deed (d)
Applicant: Joel Thomas; its successor and assigns
Purpose: Roadway
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Location: 2608 W. Campbell Ave.
File: 230088
Council District: 4
Easement (e)
Applicant: Propiedades de Inversion Arizona, LLC; its successor and assigns
Purpose: Public Utility
Location: 6024 S. 11th St.
File: 240010
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development and Finance departments.
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Request for the City Council to accept an easement for drainage purposes; further
ordering the ordinance recorded.
Summary
Accepting the property interests below meets the Planning and Development
Department's Single Instrument Dedication Process requirement prior to releasing any
permits to applicants.
Easement (a)
Applicant: The Village at Bronco Trail, LLC; its successor and assigns
Purpose: Drainage
Location: 32000 N. 29th Ave.
File: 240021
Council District: 2
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development and Finance departments.
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South of E. Washington Street, for the Phoenix Convention Center South
Building Loading Dock (Ordinance S-50900)
Request the City Council to grant a public utility easement, for consideration of one
dollar and/or other valuable consideration, for the installation of improvements to the
existing electrical facilities on City-owned property in the Arizona Public Service
Company service area, and further ordering the ordinance recorded.
Summary
The public utility easement is required to construct and install necessary infrastructure
to upgrade the existing electrical facilities at the south building loading dock. The
easement is located along S. 5th Street, south of E. Washington Street.
This public utility easement is more fully described in the legal description ("Easement
Premises") recorded with the ordinance and will be granted to all public service
corporations, in perpetuity, so long as the Grantee uses the Easement premises for the
purposes herein specified, subject to the following terms and conditions:
A. Grantee is hereby granted the right to construct, reconstruct, replace, repair,
operate and maintain utility facilities together with appurtenant fixtures for use in
connection therewith (collectively "Grantee Facilities") to, through, across and
beyond Grantor's property within the Easement Premises. Subject to the notice
requirements provided in paragraph "I," Grantee shall at all times have the right of
full and free ingress and egress to and along the Easement Premises for the
purposes herein specified. Grantee acknowledges and accepts that Grantee shall
share the Easement Premises with other Grantees and shall use such Easement
Premises with other Grantees in accordance with and consistent with industry
standards and customs for shared use. Grantor agrees to coordinate the location of
Grantee's Facilities within the Easement Premises and to pay costs for relocation of
Grantee's Facilities as provided in paragraph "F."
B. Grantor shall not locate, erect or construct, or permit to be located or erected or
constructed, any building or structure within the limits of the Easement Premises.
However, Grantor reserves all other rights, interests, and uses of the Easement
Premises that are not inconsistent with Grantee's easement rights herein conveyed
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and which do not interfere with or endanger any of the Grantee Facilities.
Notwithstanding the foregoing, Grantor shall not have the right to lower by more
than one foot or raise by more than two feet the surface grade of Easement
Premises without the prior written consent by the Grantee whose facilities will be
affected by the change of elevation.
C. Grantee shall not have the right to use the Easement Premises to store gasoline or
petroleum products, hazardous or toxic substances, or flammable materials;
provided however, that this prohibition shall not apply to any material, equipment or
substance contained in, or a part of, the Grantee Facilities, provided that Grantee
must comply with all applicable federal, state and local laws and regulations in
connection therewith. Additionally, the Easement Premises may not be used for the
storage of construction-related materials or to park or store construction-related
vehicles or equipment except on a temporary basis to construct, reconstruct,
replace, repair, operate or maintain the Grantee Facilities.
D. Grantor shall maintain an appropriate three-foot clear area around all edges of all
equipment pads for Grantee Facilities in addition to a clear operational area that
extends 12 feet immediately in front of all transformer or switching cabinet
openings, within the Easement Premises. No obstruction, trees, shrubs, fixtures or
permanent structures shall be placed or permitted by Grantor within said areas.
Grantee is hereby granted the right to trim, prune, cut, and clear away trees, brush,
shrubs or other obstruction within said areas.
E. Grantee shall exercise reasonable care to avoid damage to the Easement Premises
and all improvements thereon and agrees that following any work or use by Grantee
within the Easement Premises, the affected area, including without limitation, all
pavement, landscaping, concrete and other improvements permitted within the
Easement Premises pursuant to this easement will be restored by Grantee to as
close to original condition as is reasonably possible, at the expense of Grantee.
F. Grantor reserves the right to require the relocation of Grantee Facilities to a new
location within Grantor's property; provided however, that: 1) Grantor pays the
entire cost of redesigning and relocating existing Grantee Facilities to the new
location; and 2) Grantor provides Grantee with a new and substantially similar
public utility easement at no cost to Grantee. After relocation of Grantee Facilities to
the new easement area, Grantee shall abandon its rights to use the Easement
Premises granted in this easement without cost or consequence to Grantor.
G. Each public service corporation and telecommunication services corporation as a
Grantee shall coordinate and work with other Grantees in the use of the Easement
Premises. In the event that a third party or other Grantee requests the relocation of
existing Grantee Facilities to a new location (whether or not) within the Easement
Premises, the requesting party shall pay the entire cost of redesigning and
relocating the existing Grantee Facilities.
H. Grantee shall not have the right to transfer, convey or assign its interests in this
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easement to any individual, corporation or other entity without the prior written
consent of Grantor, which consent shall not be unreasonably withheld. Grantee
shall notify Grantor of any proposed transfer, conveyance or assignment of any
rights granted herein at address listed below.
I. Except in emergencies or exigent circumstances such as service restoration,
Grantee agrees to contact Grantor at least one business day prior to Grantee's
entrance onto the Easement Premises where the Easement Premises are located:
1) on a site that includes Aviation Department facilities; 2) water and wastewater
treatment facilities; 3) Police Department headquarters located at 620 W
Washington St.; 4) Fire Department headquarters located at 150 S. 12th St.; 5) City
Hall located at 200 W. Washington St.; 6) City Court Building located at 300 W.
Washington St.; 7) Calvin C. Goode Building located at 251 W. Washington St.; 8)
Transit Operations Center located at 320 N. 1st Ave. or West Transit Facility located
at 405 N. 79th Ave.; or 9) in a secured or fenced area.
Location
Along S. 5th Street, south of E. Washington Street, within Maricopa County Assessor
parcel number 112-30-123.
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager John Chan and the Phoenix
Convention Center and Finance departments.
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Request to authorize the City Manager, or his designee, to execute amendments to
Contracts 150549 with Nu Flow Services of Phoenix, LLC; 150551 with Summit
Restoration and Construction; 150550 with Simpson Walker Contracting Corporation,
150553 with Empire Services West, LLC, 150555 with Sagebrush Restoration, LLC;
150552 with Titan Restoration of Arizona, LLC; 150554 with American Technologies,
Inc.; and 150619 with East Valley Disaster Services, Inc.; to extend the contract terms.
Further request to authorize the City Controller to disburse all funds related to this
item. No additional funds are needed, request to continue using Ordinance S-45688.
Summary
These contracts will provide emergency restoration services on an as-needed basis for
the Risk Management Division. These services are related, but not limited to carpentry,
masonry, plumbing, electrical, roofing, flooring and emergency clean-up on an
emergency and/or as-needed basis, as work is being done on privately-owned
residential or commercial properties.
Contract Term
Upon approval the contract will be extended through June 14, 2025, with an option to
extend through June 14, 2026.
Financial Impact
The aggregate value of the contract will not exceed $250,000 and no additional funds
are needed.
Concurrence/Previous Council Action
The City Council previously reviewed this request:
· Restoration Services Contracts 150549, 150550, 150551, 150552, 150553, 150554,
150555, 150619 (Ordinance S-45688) on June 5, 2019.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Finance Department.
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(Resolution 22217)
Request City Council approval to designate Chief Financial Officer Kathleen Gitkin for
purposes of submitting the Fiscal Year (FY) 2024-25 Annual Expenditure Limitation
Report (AELR) to the Arizona Auditor General on the governing body's behalf.
Summary
Arizona Revised Statute 41-1279.07 (E) requires each county, city, town and
community college district to annually provide the name of the Chief Fiscal Officer the
governing board designates to submit the current year's AELR on the governing body's
behalf. The FY 2024-25 designation is due to the Arizona Auditor General by July 31.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Finance Department.
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Request for Award (Ordinance S-50928)
Request to authorize the City Manager, or his designee, to enter into a contract with
Tyler Technologies, Inc. to provide court case management system and
implementation services for the Phoenix Municipal Court (PMC). Further request an
exception to the indemnity and assumption of liability provisions of Phoenix City Code
section 42-18. Further request authorization for the City Treasurer to accept, and for
the City Controller to disburse, all funds related to this item. The contract value will not
exceed $16,000,000 for the five-year term.
Summary
The contract will provide a case management system (CMS) and accompanying
implementation services to enhance municipal court operations and services by
replacing PMC’s current CMS. These services will include ongoing support and
training. The replacement of the existing system, and the implementation of a modern
CMS, are imperative to ensure seamless functionality of PMC. By acquiring a modern
CMS and associated services through this contract, PMC aims to streamline its
operations, improve user experience, and maintain alignment with technological
advancements. Furthermore, it is crucial for PMC to adapt its services to meet the
evolving needs of court operations amidst a constantly changing technical landscape.
This item has been reviewed and approved by the Information Technology Services
Department.
Procurement Information
A Request for Proposal procurement was processed in accordance with City of
Phoenix Administrative Regulation 3.10.
Five vendors submitted proposals deemed responsive and responsible. An evaluation
committee of City staff, and one City of Mesa staff member, evaluated those offers
based on the following criteria with a maximum possible point total of 1000:
Company Overview (0-80 points)
Key Personnel (0-40 points)
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Capabilities (0-240 points)
Offeror Services (0-360 points)
Cost (0-80 points)
Demonstrations (0-200 points)
After reaching consensus, the evaluation committee recommends award to the
following vendor:
Tyler Technologies, Inc., 775.80 total points.
Contract Term
The contract will begin on or about July 1, 2024, for a five-year term with five one-year
options to extend.
Financial Impact
The contract value will not exceed $16,000,000 for the five-year term. Funding is
available in the Phoenix Municipal Court's General Fund Capital Improvement
Program and operating budgets, as well as the Arizona Supreme Court administered
Judicial Collection Enhancement Fund (JCEF) and Municipal Fill the Gap (MFTG)
funds.
Responsible Department
The item is recommended by Chief Presiding Judge B. Don Taylor III and Deputy City
Manager Inger Erickson.
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Request to authorize the City Manager, or his designee, to apply, accept, and if
awarded, enter into related agreements for up to $12,433,354.28 in funding from the
Gila River Indian Community (GRIC) under the 2024 funding cycle. Further request
authorization for the City Treasurer to accept and the City Controller to disburse funds
as directed by GRIC in connection with these grants, including sub-recipients
associated with a project.
Summary
Grants for programs and projects can range in total from $1,000 to $300,000 and can
be paid out in installments to support the program for at least one but no more than
three years. Detailed and well justified budgets are essential. GRIC will determine the
final amount and length of all grant awards; this may vary from the requested amount.
GRIC will also consider capital funding requests of up to $500,000 to be paid out in
installments for at least one but no more than five years, however the ultimate level of
capital contribution will be at the discretion of the GRIC Tribal Council based on
interest in the project and available funding.
If awarded, these monies would be applied, as directed by the GRIC Tribal Council,
towards the following:
City Applications
· Office of Arts and Culture: $298,000 (over one and half years) for the Museum
Gallery Content Development at S'edav Va'kai Museum, which will develop the
content for a total redo of the museum's permanent galleries.
· Housing Department: $100,000 (over two years) for the Pedestrian Place Keeping
through Storytelling and Oral Histories project, which will develop place keeping
public art projects by storytelling and oral histories, that enhance the pedestrian
experience in Choice Neighborhoods communities (e.g., way finding signs).
· Human Services Department: $198,500 (over three years) for the Professional
Resume Writing and Resume Fundamental Training in the Business and Workforce
Development Division, which will provide individuals seeking Workforce
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Development through the Human Services Workforce Innovation and Opportunity
Act (WIOA) Adult or Dislocated Worker programs.
· Human Services Department: $144,000 (over three years) for Family Advocacy
Center Clients, which will provide therapeutic services to victims of violent crimes
(domestic violence, homicide, sexual assault, aggravated assault) and continued
support for crime victims through the purchase of therapeutic services and clothing
items.
· Neighborhood Services Department: $234,975 (over three years) for the Love Your
Block: Connecting Neighborhoods One Block at a Time project, which will create
more desirable neighborhoods through increased engagement and economic
development.
· Office of Environmental Programs: $300,000 (over three years) for the Building a
Circular Food Economy for South Phoenix project, which seeks to disrupt and
transform wasteful, linear food systems through the lens of food justice. The project
seeks to design a hyper-local, circularized food system for 50 to 70 households
within a 10 square mile area in South Phoenix. The pilot project will feed more than
300 South Phoenix residents, based on an average household of four, with fresh,
healthy produce and products from local, small Black, Indigenous, People of Color
(BIPOC) farmers, decrease food waste by providing these same residents with a
composting service conducted by a local small business, who in turn will return the
compost to the farmers providing the food, thus creating a circular food economy.
· Office of Heat Response and Mitigation: $300,000 (over two years) for the We're
Cool: Phase II project, which will support the second phase of the communication
campaign and summer outreach program to prevent heat-related illness and death.
The program will work with volunteers and caseworkers to distribute heat relief
supplies, share information about community cooling resources, and connect
residents to critical social services including shelter, housing, identification, food,
hygiene facilities, and transportation. Phase II of the program will expand outreach
to patrons of highly attended Downtown Phoenix special events by partnering with
local organizations and Visit Phoenix. During outreach, volunteers will provide pre-
filled aluminum water bottles in areas with limited access to public drinking water.
· Office of Innovation: $254,000 (over three years) for the Access to Chilled Drinking
Water in Public Spaces project, which will provide free access to chilled drinking
water in high-density mobility corridors, fostering resiliency to extreme heat by
supporting hydration and preventing heat-related health challenges.
· Office of Public Health: $300,000 (over two years) for the Art of Prevention program,
which will increase access to art and culture experiences for youth as a prevention
for mental health and substance use issues.
· Office of Sustainability: $60,000 for the Low-Income, Multi-Family-Electric Vehicle
Charger Installation project, which will fund electrical improvements and equipment
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needed at one low-income, multi-family property to install one Level II dual port
electric vehicle charger.
· Phoenix Fire Department: $10,002.50 for the Automated Traffic Scenario Simulator
which will improve fire apparatus training programs by incorporating situational
realism.
· Phoenix Police Department: $500,000 (over three years, capital funding request) for
the Arizona Internet Crimes Against Children Technology and Training
Enhancement program, which will enhance forensic capabilities, technology
procurement, and training opportunities for the Arizona Internet Crimes Against
Children Task Force.
· Phoenix Police Department: $373,000 (capital funding request) for Bomb Squad
equipment, which will strengthen the community's safety through the
implementation of advanced Explosive Ordnance Disposal equipment,
comprehensive training programs, and community engagement initiatives.
· Phoenix Police Department: $422,199.30 (capital funding request) for the
Community Health And Outreach for Individuals with Coordinated Encouragement
(CHOICE) project which will equip the program with technology, transportation, and
adequate staffing to connect unsheltered citizens with the correct entities to provide
the unsheltered with needed assistance and to keep the community safe by
removal of blight concerns and proactively addressing open air drug use and
nuisance crimes.
· Phoenix Police Department: $65,000 for Crime Impact Unit Light Packages which
will obtain emergency lights for undercover vehicles in the Fugitive Apprehension
Investigations Detail Fleet.
· Phoenix Police Department: $127,518.91 for the Gas Chromatograph/Mass
Spectrometer Instrumentation (GC/MS) program, which will purchase a new GC/MS
instrument with greater sensitivity that will allow for the identification of all controlled
substances, especially fentanyl.
· Phoenix Police Department: $300,000 (over three years) for Crime Stop Call
Reduction, which will provide the 9-1-1 Communications Bureau with Artificial
Intelligence (AI) technology to better serve residents on the non-emergency line.
· Phoenix Police Department: $500,000 (over five years, capital funding request) for
Digital Forensic Investigative Unit Tools, which will sufficiently equip the Digital
Forensic Investigative Unit with equipment and training necessary to conduct
forensically sound and thorough digital forensic investigations, which will aid in
ensuring the safety and security for each person within the community.
· Phoenix Police Department: $130,000 for Dive Team diver safety equipment, which
will provide enhanced diver safety through updated equipment, technology, and
training.
· Phoenix Police Department: $500,000 (capital funding request) for the Drones as a
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First Responder program, which will purchase the necessary equipment to launch a
Drones as First Responder Program.
· Phoenix Police Department: $71,550 for the Employee Wellness Center, which will
renovate/refit a space for all employees, in which peer supporters, mental health
clinicians, resilience professionals, and rehabilitative specialists work side by side
providing care and referrals for visitors.
· Phoenix Police Department: $386,866.90 for a Green Wagon, which will update
existing transport vehicles for the Central Booking Detail.
· Phoenix Police Department: $27,352 for Air Support Unit Maintenance Laptops,
which will purchase laptops for seven aircraft maintenance technicians.
· Phoenix Police Department: $96,000 for MPU5 Data Transmitting Devices, which
will purchase seven MPU5 (smart radio device) data transmitting devices.
· Phoenix Police Department: $300,000 for Lab Sexual Assault Kits 2024, which will
process victim sex crime evidence kits for DNA through the use of outsource vendor
laboratories that process evidence associated to sexual assault investigations to
reduce the backlog.
· Phoenix Police Department: $400,000 (capital funding request) for a Special
Assignments Unit Armored Vehicle, for use of an armored vehicle when necessary
to apprehend violent criminals.
· Phoenix Police Department: $34,502.22 for Statewide Commercial Vehicle
Enforcement, which will purchase scales to weigh commercial vehicles to ensure
that they are in compliance with federal motor vehicle carries regulations.
· Phoenix Police Department: $182,699 for Speed License Plate Reader Trailers,
which provide mobile, multi-purpose equipment to assist in reducing vehicle speed
on roadways, studying traffic patterns, and gathering real-time intelligence to
enhance overall safety in identified target areas.
· Phoenix Police Department: $173,200 for the Street Racing Task Force, which will
continue to enforce illegal street racing.
· Phoenix Police Department: $167,285.25 for the Violent Crimes Bureau Technology
Upgrade, which will be to purchase iPads for violent crime investigators.
· Phoenix Public Library: $300,000 for the Library Safety and Security project which
will improve safety and emergency communications at Phoenix Public Libraries.
· Planning and Development Department: $300,000 (over three years) for Rio
Reimagined Community Plan Phase II, which will continue ongoing community
planning efforts to activate and transform the Salt River (Rio Salado) into a local
and regional tourist destination, while identifying opportunities for improving
connectivity, housing, health, recreation, economic development, and cultural
expression across the river corridor.
· Water Services: $125,000 for the Stormwater Awareness Outreach program, which
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will enhance the community's knowledge of how to minimize the impact of urban
activities on the quality of stormwater.
Non-Profit Applications
· ACCEL: $25,000 for the Adaptive Education for Children Who Have Special Needs,
which will support unique educational needs for youth who have developmental
disabilities.
· Arizona Cancer Foundation for Children: $50,000 for the Improving Outcomes for
Children and Cancer and Their Families program, which will provide social,
emotional, and financial support to primarily low-income families and their children
who have pediatric cancer with the goal to alleviate the stress these families face
and improve outcomes for both the child and their family.
· Arizona Education Foundation: $25,000 for the Our World: Diversity, Equity, and
Inclusion program, which provides diversity, equity, and inclusion (DEI) training for
schools, businesses, nonprofits, and higher education.
· Arizona Forward: $300,000 (over three years) for the Arizona Forward Advance:
Nurturing Leaders, Recognizing Excellence, and Broadening Summits for a Greater
Future project, which is a comprehensive funding initiative to support the
organization's overarching mission covering programs, operations, events, and
essential functions aimed at fostering sustainable development and making a
positive impact on communities throughout the state.
· Arizona Humane Society: $20,000 for Animal Welfare Youth Education programs,
which will be used to help scale the reach of the organization's youth education
programs by 15 percent.
· Arizona Science Center: $50,000 for Science, Technology, Engineering and
Mathematics (STEM) Learning Programs for Low-Income Children, which will
provide free educational field trips and classroom programs for 3,223 Title 1
students.
· Asian Pacific Community in Action: $151,275 for Diabetes Care for Immigrants,
Refugees and Displaced People in Urban Phoenix, which will cover the costs of a
comprehensive community diabetes prevention initiative.
· Arizona Association for Foster and Adoptive Parents: $25,000 for the Embracing
Foster, Kinship and Adoptive Families program, which will provide support to foster,
kinship and adoptive families.
· AzDA Cares Foundation: $40,000 (over two years) for the Give Kids a Smile
program, which will help AzDA Cares to provide free dental care to under-served
Phoenix children and youth ages 6-12, improving immediate and long-term oral
health.
· Catholic Education Arizona: $300,000 for the K-12 Disabled or Displaced Student
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Scholarships program which will provide tuition assistance for K-12 students with
physical/learning challenges and/or those who have been in the Arizona Foster
Care System.
· Chrysalis Veterans Services, Inc.: $300,000 (over three years) for the Improving
Economic Security by Strengthening the Veteran's Job Readiness program, which
will provide funding to assist veterans with obtaining greater economic security and
essential needs sustainably and with dignity.
· Desert Botanical Garden: $278,134.85 (over two years) for the Invasive Species
Trail Sign Education and Action project, which will capture the attention of park and
preserve visitors enjoying local recreation areas, to teach about risks of invasive
species and simple ways and reduce spread and negative impacts of invasive plans
in Central Arizona.
· Duet: Partners in Health and Aging: $35,000 for the Improving the Health, Safety
and Wellness of Vulnerable Homebound Seniors project, which will help improve
seniors' health, wellbeing, safety, and quality of life through the program's free-of-
charge services that help seniors remain living in their homes for as long as
possible.
· Elaine: $30,000 for the Transportation Assistance program, which will serve
Phoenix's most vulnerable adult individuals (age 18+), including people who are
extremely low-income, elderly, mentally or physically disabled, and/or experiencing
homelessness, by transporting them at no charge to social and community services
(Social Determinants of Health locations) vital to their health and wellbeing.
· Elevate Phoenix: $35,000 for the Improving At-Risk Youths' Academic Success and
Futures program, which will provide academic, life skills, substance prevention, and
other programming delivered through a unique relationship-based model that has
helped thousands of low-income, at-risk youths stay in school, graduate, advance to
college and secure a well-paying job in the career of their dreams.
· Fresh Start Women's Foundation: $50,000 for the Economic Development for
Arizona Women project, which will empower Arizona women through workforce
training and career readiness support as vital aspects of achieving and maintaining
self-sufficiency.
· Greater Phoenix Chamber Foundation: $30,000 for the Connect to Work AZ project,
which will connect qualified unemployed and underemployed candidates in the
Greater Phoenix region directly to local hiring managers, positively impacting
economic mobility in Phoenix's historically underinvested and underserved
communities.
· Heard Museum: $10,000 for the Heard Museum K-12 School Tours and Free
Admission program, for educational programming.
· Homeward Bound: $50,000 for the Career and Community Services program, to
support families facing or experiencing homelessness with workforce development
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programming, housing and resource navigation, and additional services to address
barriers to long-term economic stability.
· Human Services Campus, Inc., dba Keys to Change: $50,000 for the Brian Garcia
Welcome Center, which will support the Brian Garcia Welcome Center which serves
as the primary access point for Coordinated Entry for single adults experiencing
homelessness in Maricopa County.
· Kid in the Corner: $25,000 for the Penny Pledge Youth Suicide Prevention and
Mental Health Awareness program which will provide suicide prevention and mental
health awareness education to grade 4-12 students. Uniquely, the Penny Pledge
program educates youth about ways to reach out and support each other, along
with reducing stigma and normalizing mental health.
· Liberty Wildfire: $100,000 for the Liberty Wildlife Environmental Education program
which will cover operating support of education programs.
· Lights Camera Discover (LCD): $80,000 (over two years) for the LCD Mental Health
and Anti-Bullying for Kids Using Digital Arts program which allows LCD to facilitate
their youth programs and assist with program implementation.
· Live and Learn Program: $25,000 for the Women's Economic Empowerment
program which will provide women with education empowerment and a structured
pathway to economic independence.
· Lost Boys Center for Leadership Development: $280,500 (over three years) for the
Mentorship Education and Leadership Development for African Youth program
which provides meaningful educational, social, and leadership opportunities for
second-generation Sudanese and other African refugees so they may thrive within
their families, schools, and Arizona communities.
· Maggie's Place, Inc.: $40,000 for the Safe Shelter and Substance Use Disorder
Recovery Support for Pregnant Moms Experiencing Homelessness program which
will provide substance use disorder programming and wrap around supportive
services for pregnant/parenting women experiencing homelessness at the
Magdalene House in Phoenix.
· MentorKids USA: $26,250 for the iLEAD My Generation program which will support
the innovative high school mentoring and Leadership Development Program.
· Mission of Mercy: $30,000 for the Access to Healthcare for Uninsured Individuals
and Families program which will provide fee primary care and chronic disease
management to those without health insurance.
· New Pathways for Youth, Inc.: $150,000 (over three years) for the Level Up:
Leveling Up Education Outcomes for Low-Income, High-Risk Phoenix Youth
program, which will assist high-risk Phoenix youth (ages 13-21) to build pathways to
academic, economic, and professional success through a comprehensive Level Up
program.
· NourishPHX: $90,000 (over three years) for the Job and Resource Center which will
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cover operating funds for the center and funds for one-time client expenditures
related to employment.
· Opportunity, Community and Justice for Foster Kids: $30,000 for the Restoring
Dignity Room to support programming designed to improve the physical, mental,
and emotional health and well-being of girls dealing with the trauma of pre-foster
care abuse.
· Rancho Feliz: $25,000 for the Volunteer Educational Exchange program to foster
cross-cultural growth/education and create lasting positive change.
· Southwest Autism Research and Resource Center (SARRC): $250,000 (over five
years, capital request funding) for the SARRC A-to-Z and Everywhere in Between
Capital Campaign program which will fuel the expansion of critical autism services
and establish five additional campuses across Arizona. Once all five campuses are
fully open and operational, SARRC will serve 2,500 additional individuals and their
families across the new locations.
· Southwest Autism Research and Resource Center: $200,000 (over two years) for
the Parent Training and Community Outreach program, which will offer an evidence
-based parent training program for families across Arizona and/or living in rural or
remote areas of Arizona who support a child diagnosed with autism spectrum
disorder and provide outreach, training, resources, and education to community
organizations in rural and remote areas throughout the state.
· School of HipHop PHX: $25,000 for the HipHop, Jazz and STEM After School
program which will provide the HipHop, Jazz and Science, Technology, Engineering
and Mathematics (STEM) After School Program for up to 1,000 underserved
students in the 2024-25 school year.
· Scottsdale Philharmonic, Inc.: $200,488.50 (over three years) for the Scottsdale
Philharmonic Children's program, which will provide funding for free ticket
programs, children's concerts, and support the Scottsdale Philharmonic Youth
Orchestra.
· Sonoran University of Health Sciences: $142,500 (over three years) for the
Roosevelt Health Center, which will support Sonoran University's Roosevelt Health
Center and its patients with a Spanish interpreter, lab tests and supplies, and
medical imaging services.
· Southwest Center: $50,000 for the Client Care Fund, which will provide free
services for patients who are under or uninsured.
· Southwest Kids Cancer Foundation: $20,000 for the Camp Sunrise and Sidekicks
program, which will provide medically approved recreational wellness activities for
pediatric cancer patients in a group camp setting.
· St. Mary's Food Bank: $100,000 for the St. Mary's Food Bank Skills Center, which
will help homeless and/or formerly incarcerated adults become employed in jobs
that offer advances and raises to they can become financially secure, obtain and
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maintain housing.
· St. Vincent de Paul in Phoenix: $150,000 (over three years) for the Increasing
Health Equity through Diabetes Management and Prevention for High-Risk
Arizonans program, which will reduce chronic health issues in Arizona, specifically,
diabetes and co-morbidities.
· Stand for Children Leadership Center: $15,000 for the Growing Readers program
which will provide programmatic funding.
· The Gentry Foundation: $25,000 for the Early Autism Identification - It Matters
program, which is an early autism identification program.
· The Joy Bus: $8,291.85 for the Joy Bus Meal Delivery program, which delivers
fresh and healthy meals to cancer patients to improve the lives of patrons through
good food and company.
· The Phoenix Symphony: $104,263 for the In-School Assembly program, which will
promote music education to Title 1 students.
· Treasures 4 Teachers: $25,000 for the Free and Low-Cost Supplies for Teachers
and Students program, which will provide much-needed school supplies to teachers
and their students in Maricopa County.
· UMOM New Day Centers: $300,000 (over three years) for the United Methodist
Outreach Ministries (UMOM) Workforce Development and Education program,
where clients are provided with intensive workforce education and training with the
goal of obtaining a livable wage job before they leave the shelter.
· Upward for Children and Families: $40,000 for the Lifting Children Upward Early
Education program, which will provide continued support for the Inclusive Early
Care and Education program for children with and without disabilities, helping to fill
a service gap as many childcare centers remain closed in the aftermath of the
pandemic and ongoing staffing shortages.
· Valley of the Sun YMCA: $225,000 (over three years) for the Community Care
Initiative program, which will improve health outcomes for Phoenix seniors.
· Valleywise Health Foundation: $15,000 for the Family Resource Centers: Serving
and Supporting Families and Strengthening the Community program, which will
support and enhance programming within Family Resource Centers.
· Vista College Prep: $100,000 for the Vista College Prep Transportation program,
which will provide student transportation to and from Vista College Prep.
The gaming compact entered into by the State of Arizona and various tribes calls for
12 percent of gaming revenue to be contributed to cities, towns and counties for
government services that benefit the public including public safety, mitigation of
impacts of gaming and promotion of commerce, and economic development. GRIC will
notify the City, by resolution of the Tribal Council, if it desires to convey to the City a
portion of its annual 12 percent local revenue-sharing contribution.
Page 176
Financial Impact
There is no budgetary impact to the City and no general-purpose funds are required.
Entities that receive gaming grants are responsible for the management of those
funds.
Responsible Department
This item is submitted by City Manager Jeffrey Barton and the Office of Government
Relations.
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Item text
the Penalties for Violations (Ordinance G-7264)
Request to amend Phoenix City Code, Chapter 23, Article II, section 30, to authorize
the City Manager, or his designee, to incorporate additional locations where it is
unlawful for any person to camp and amending violations of this Code section to a
class 3 misdemeanor.
Summary
The Ordinance states it shall be unlawful for any person to camp in or on any park or
preserve, or in or on any building, facility, or parking lot or structure, or on any property
adjacent thereto, that is owned, possessed, or controlled by the City, except as
permitted in paragraph D (Attachment A). Proposed changes state it shall be unlawful
for any person to camp within 500 feet of the property boundary of a school, child care
facility, shelter or City owned Park provided reasonable notice of the camping
prohibition is posted. The updates in the Ordinance also defines "child care facility,"
"school" and "shelter." A penalty clause has been added to amend violations of this
Code section from class 1 misdemeanors to class 3 misdemeanors, with a fine not to
exceed $100. If approved, the effective date of the Ordinance will be Sept. 1, 2024.
Responsible Department
This item is submitted by Assistant City Manager Lori Bays, Deputy City Manager Gina
Montes, the Police and Law departments and the Office of Homeless Solutions.
Page 178
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL
ADOPTED ORDINANCE
ORDINANCE G-XXXX
AN ORDINANCE AMENDING CHAPTER 23, ARTICLE II,
SECTION 30, CAMPING, OF THE PHOENIX CITY CODE.
AF _______________
follows:
T
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF PHOENIX as
SECTION 1. That Chapter 23, Article II, Section 30 is amended as follows:
R
Sec. 23-30. Camping.
A. It shall be unlawful for any person to camp in OR ON any park or preserve, or in OR
ON any building, facility, or parking lot or structure, or on any property adjacent thereto,
that is owned, possessed, and OR controlled by the City, except as permitted in
paragraph CD below.
D
B. IT SHALL BE UNLAWFUL FOR ANY PERSON TO CAMP WITHIN 500 FEET OF ANY
PROPERTY BOUNDARY OF A SCHOOL, CHILD CARE FACILITY, SHELTER, OR CITY
PARK PROVIDED REASONABLE NOTICE OF THE CAMPING PROHIBITION IS
POSTED.
BC. For the purposes of this section:
1. the term "camp" means to use real property of IN the City for living
accommodation purposes such as sleeping activities, or making preparations to
sleep, including the laying down of bedding for the purpose of sleeping, or
storing personal belongings, or making any fire, or using any tents or shelter or
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other structure or vehicle for sleeping or doing any digging or earth breaking or
carrying on cooking activities. The above-listed activities constitute camping
when it reasonably appears, in light of all the circumstances, that the
participants, in conducting these activities, are in fact using the area for living
accommodation purposes regardless of the intent of the participants or the
nature of any other activities in which they may also be engaging.
2. “CHILD CARE FACILITY” HAS THE MEANING PROVIDED IN ARIZONA
REVISED STATUTES, SECTION 36-881(3).
3. “SCHOOL” MEANS A PLACE OF GENERAL INSTRUCTION INCLUDING
PUBLIC AND PAROCHIAL SCHOOLS, CHARTER SCHOOLS OPERATING
UNDER A VALID CONTRACT ISSUED BY THE STATE OR A STATE
SPONSORED ORGANIZATION, INSTITUTIONS OF HIGHER EDUCATION
AF
AND PRIVATE EDUCATIONAL INSTITUTIONS OFFERING A CURRICULUM
OF GENERAL INSTRUCTION COMPARABLE TO PUBLIC SCHOOLS.
4. “SHELTER” MEANS A FACILITY OR OUTDOOR SPACE, THE PRIMARY
PURPOSE OF WHICH IS TO PROVIDE FREE OR LOW-COST TEMPORARY
OR TRANSITIONAL LIVING ACCOMMODATIONS OR CAMPING TO
T
HOMELESS PERSONS.
CD. The Director of the Parks and Recreation Department may, in accordance with the
Parks and Recreation Department’s established procedures, issue special use permits
or reservations to authorize youth organizations to camp or park vehicles overnight in a
park or preserve. Nothing in this section shall be interpreted to prohibit camping or
overnight parking sponsored by the City of Phoenix.
R
E. PENALTY:
1. A PERSON CONVICTED OF THIS SECTION IS GUILTY OF A CLASS 3
MISDEMEANOR. FOR A FIRST OFFENSE, NOTWITHSTANDING ARS §13-802, ANY
FINE IMPOSED MUST NOT EXCEED ONE HUNDRED DOLLARS.
D 2. CONSISTENT WITH ARS §13-717, IN ADDITION TO OR IN LIEU OF ANY
SENTENCE IMPOSED PURSUANT TO THIS SECTION, THE COURT MAY
SENTENCE A PERSON TO PERFORM COMMUNITY RESTITUTION OR ORDER A
TERM OF EDUCATION OR TREATMENT.
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SECTION 2. This Ordinance shall become effective on September 1, 2024.
PASSED by the City Council of the City of Phoenix this 29th day of May, 2024.
__________________________________
MAYO R
ATTEST:
AF
T
__________________________
Denise Archibald, City Clerk
R
APPROVED AS TO FORM:
Julie M. Kriegh, City Attorney
D
BY: _________________________________
_________________________________
REVIEWED BY:
_____________________________________
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Jeffrey J. Barton, City Manager
AF
T
R
D
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Agreements for Food System Transformation Grants (Ordinance S-50942)
Request to authorize the City Manager, or his designee, to enter into individual
agreements with the Al-Hamka Farm and Bakery, Diana Gregory Outreach Services,
Farm to School Procurement Consulting, Homer Farms, Juntos Phoenix, Knead
Technologies, Let’s Go Compost, Recycled City, and TigerMountain Foundation to
disburse funds for the Food System Transformation Grant program. Further request to
authorize the City Controller to disburse all funds related to this item. Funding is
available through the City’s allocation of the American Rescue Plan Act (ARPA) federal
funding and is in the Phoenix Resilient Food System category of the strategic plan.
The additional aggregate expenditures included will not exceed $350,000.
Summary
In response to the COVID-19 pandemic, Office of Environmental Programs (OEP) staff
developed a food assistance plan to address the food needs of vulnerable populations
and communities impacted by COVID-19. The plan provides: 1) access to healthy
foods for impacted populations; 2) infrastructure assistance regarding transportation
and delivery with a focus on home delivery; 3) support for food banks, food pantries
and community agencies; 4) support for increased local food production; and 5)
business and employment opportunities throughout the food system spectrum.
Economic Development and Innovation - Food System Transformation Grant Program
This Food System Transformation Grant Program is designed to encourage small
businesses across the food system to implement projects with the potential to
transform the City’s food system into a more resilient, sustainable, equitable, healthy,
and thriving system.
OEP conducted an open grant application process for 30 days and received 14 eligible
applications for a total request of $547,674. The grant awards were selected following
criteria identified in the grant application, including the ability to complete the project
work by Nov. 30, 2024. Applications were evaluated by a panel consisting of City staff
and external stakeholders. OEP is recommending to award the Food System
Transformation grant funds to nine food system businesses and non-profits that were
impacted by COVID and/or are providing food to COVID-impacted
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individuals/households. The projects also accelerate the transition and transformation
of the local food system.
The following are recommended for funding:
· Al-Hamka Farm and Bakery will use grant funds to grow, harvest, clean, and
package a variety of summer and fall seasonal produce, including Armenian
cucumbers, basil, zucchini, eggplant, okra, shishito peppers, garlic, red/yellow
watermelon, melons, tomatoes, and green onion. The produce will be distributed to
multiple St. Mary’s Food Bank locations to enhance food security in the community.
· Diana Gregory Outreach Services (DGOS) will use grant funds to expand services
to more seniors, grandchildren, families, and veterans living in food deserts. DGOS
will expand food production and on-site distribution of fresh, nourishing fruits and
vegetables to improve community health and address transportation challenges.
· Farm to School Procurement Consulting (FSPC) will use grant funds to purchase an
oven and vegetable cutting equipment, benefiting both a school catering company
and small local farmers. The grant funded project will enhance access to local foods
in schools and strengthen connections between producers and school communities.
By introducing more local food options into schools, FSPC will serve 2500 students
and involve up to 10 farmers in the process.
· Homer Farms will use grant funds to establish an on-site post-harvesting facility
within their current warehouse. The new post-harvesting facility will use advanced
automation to process up to 1,100 pounds of leafy greens per hour, serving up to
3,500 local customers daily.
· Juntos Phoenix will use grant funds to host a series of free Local Food Workshops
to address the needs surrounding food in the Edison Eastlake Community (EEC).
Juntos will increase access to local, heirloom, and sustainable foods within the EEC
by offering a series of learning, cooking, and dining workshops in Spanish and
English.
· Knead Technologies (Knead) will use grant funds to partner with Phoenix-based
Kitchen on the Street to develop a circular food system pilot by collecting surplus
edible food and compostable waste from local farms, grocery stores, and cafes.
Knead will distribute rescued food to those in need and send waste to compost
partners, closing the loop on waste and building community resilience.
· Let’s Go Compost will use grant funds to support 14 schools in disadvantaged
communities in the City with a kindergarten through 12th grade science, technology,
engineering, arts and mathematics (STEAM) classroom composting program. The
project will integrate local food systems, school gardening, and circularity practices
into Phoenix classrooms, offering comprehensive environmental education and
hands-on activities.
· Recycled City (R.City) plans to utilize grant funds to acquire essential farming
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equipment, including a cultivating tractor, and associated tools. This equipment will
be instrumental in supporting young, beginning, and disadvantaged farmers working
on R.City's farm. By investing in this equipment, R.City aims to reduce the need for
manual weeding, minimize labor costs, boost production yields, decrease vegetable
production expenses, and ultimately improve accessibility and affordability.
· TigerMountain Foundation (TMF) will use grant funds to build an agrivoltaics project
at the Garden of Tomorrow in South Phoenix. Shade from the agrivoltaics panels
will create microclimates that will increase crop production by 20 percent by
reducing temperatures, evaporation, and overall stress of the plants. The solar
panels will power an advanced irrigation system devised for water conservation and
provide power for a wireless internet connection for those visiting the community
garden.
Procurement Information
Services may be procured, as needed, in accordance with Administrative Regulation
3.10 to implement and administer programs intended to prevent, prepare for, and
respond to the COVID-19 pandemic.
Contract Term
The term of the agreements will begin on or about June 3, 2024, through Dec. 31,
2024.
Financial Impact
There is no impact to the General Fund. Funding is available through the City's
allocation of ARPA funding to the Phoenix Resilient Food System Program by the
ARPA Strategic Plan approved by the Mayor and Council.
The funding breakdown is as follows:
· $50,000 - Al-Hamka Farm and Bakery
· $50,000 - Diana Gregory Outreach Services
· $39,250 - Farm to School Procurement Consulting
· $50,000 - Homer Farms
· $8,886 - Juntos Phoenix
· $48,500 - Knead Technologies
· $13,500 - Let’s Go Compost
· $39,864 - Recycled City
· $50,000 - TigerMountain Foundation
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Concurrence/Previous Council Action
The City Council approved the ARPA Strategic Plan on June 8, 2021, and the ARPA
Phoenix Resilient Food System allocation for the second tranche on June 7, 2022.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Office of
Environmental Programs.
Page 186
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and Urban Development Resident Opportunities and Self Sufficiency Family Self
Sufficiency Service Coordinator Grant (Ordinance S-50907)
Request to authorize the City Manager, or his designee, to submit a grant application
to the U.S. Department of Housing and Urban Development (HUD) for up to $723,000
or the maximum award for a renewal of the Resident Opportunities and Self
Sufficiency (ROSS) Family Self Sufficiency (FSS) Service Coordinator grant. If
awarded, request approval to execute all contracts necessary to accept and disburse
grant funds. Further request to authorize the City Treasurer to accept, and the City
Controller to disburse, all funds for the life of the grant.
Summary
The Housing Department is seeking to apply for a renewal ROSS FSS Service
Coordinator grant from HUD. If awarded, the ROSS FSS Service Coordinator grant is
anticipated to provide up to $723,000 or the maximum funding amount allotted through
the Notice of Funding Availability (NOFA) for calendar years 2025 and 2026, or the
maximum number of years the NOFA allows, to fund up to four service
coordinator/caseworker positions each year. This ongoing program helps Public
Housing and Section 8 residents transition from dependence on government benefits
to an improved level of financial self-sufficiency.
Service coordinators/caseworkers coordinate supportive services offered by non-profit,
governmental, and educational community partners; provide case planning and
coordination, supportive counseling, referral and advocacy; facilitate access to
educational resources, vocational training and employment opportunities; and assist
with budgeting, homeownership preparation, and transportation. Successful
participants engage in training, improve employment outcomes, save money, and may
purchase a home. In 2023, 32 residents graduated from the FSS program. To date in
2024, 12 residents have graduated.
The NOFA is anticipated to be issued summer 2024. Due to the timing of the NOFA
and quick turnaround for grant submittal, the Housing Department is requesting
authority to apply prior to issuance of the NOFA.
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Contract Term
If awarded, the Housing Department will execute the appropriate contract agreement
(s) with HUD.
Financial Impact
There is no impact to the General Fund. This grant does not require matching funds.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Housing
Department.
Page 188
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and Urban Development Renewal Resident Opportunities and Self Sufficiency
Service Coordinator Grant (Ordinance S-50908)
Request to authorize the City Manager, or his designee, to submit a grant application
to the U.S. Department of Housing and Urban Development (HUD) for up to $300,000
or the maximum award for a three-year renewal Resident Opportunities and Self
Sufficiency (ROSS) Service Coordinator grant. If awarded, request approval to execute
all contracts necessary to accept and disburse the grant funds. Further request to
authorize the City Treasurer to accept, and for the City Controller to disburse, all funds
for the life of the grant.
Summary
The Housing Department is seeking to apply for a renewal ROSS Service Coordinator
grant from HUD in partnership with the Phoenix Residential Investment Development
Effort (PRIDE) Board. PRIDE is a private non-profit 501(c)(3) created in 1989 to assist
in the community's efforts to provide affordable housing within the City of Phoenix. In
2018 and 2021, the Housing Department and PRIDE applied for the ROSS Service
Coordinator grant and were awarded two consecutive three-year grants to fund a
caseworker position to support the Aeroterra Community. If awarded, the three-year
ROSS Service Coordinator grant is anticipated to provide up to $300,000 or the
maximum funding amount allotted through the Notice of Funding Availability (NOFA)
for calendar years 2025, 2026 and 2027 to fund one caseworker/service coordinator
position to support residents in the Aeroterra Community. This program helps housing
residents create opportunities for an improved level of financial self-sufficiency. ROSS
caseworkers/service coordinators coordinate supportive services offered by non-profit,
governmental, and educational community partners; supportive counseling and
advocacy; facilitate access to educational resources, vocational training and
employment opportunities; and develop resident empowerment opportunities.
The NOFA is anticipated to be issued by summer 2024. Due to the timing of the NOFA
and quick turnaround for grant submittal, the Housing Department is requesting
authority to apply prior to issuance of the NOFA.
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Contract Term
If awarded, the Housing Department will execute the appropriate contract agreement
(s) with HUD.
Financial Impact
There is no impact to the General Fund. This grant does not require matching funds.
Location
1775 E. McKinley St. and 1650 E. Villa St.
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Housing
Department.
Page 190
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Request for Award (Ordinance S-50925)
Request to authorize the City Manager, or his designee, to enter into a contract with
Bureau Veritas Technical Assessments LLC to conduct facility assessments and
energy audits for approximately 15 multi-family and senior affordable housing
properties. The total value of the contract will not exceed $160,000. Further request to
authorize the City Controller to disburse all funds related to this item.
Summary
This contract will provide facility condition assessments and energy audits to preserve
existing affordable housing stock. The assessment reports will prioritize facility and
capital needs, including critical life safety repairs, across multiple properties located
throughout the City.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of an approved Determination Memo based on the following reason:
Special Circumstances Without Competition. Bureau Veritas Technical Assessments
LLC uses ASSETCALC software that provides specific and consistent data reports for
multi-unit residential properties.
Contract Term
The contract will begin on or about May 31, 2024, for a three-year term.
Financial Impact
Funding is available in the Housing Department Capital Improvement Program budget.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Housing
Department.
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Item text
for a Preservation and Reinvestment Initiative for Community Enhancement
Grant Opportunity (Ordinance S-50937)
Request approval for the City Manager, or his designee, to submit a grant application
to the U.S. Department of Housing and Urban Development (HUD) for the Preservation
and Reinvestment Initiative for Community Enhancement (PRICE) grant opportunity on
behalf of the Housing, Human Services (HSD), and Neighborhood Services (NSD)
departments. If awarded, request approval to execute all contracts necessary to accept
and disburse the grant funds. Further request authorization for the City Treasurer to
accept, and for the City Controller to disburse, grant funds in accordance with the
terms of the aforementioned grant.
Summary
On Feb. 28, 2024, HUD issued a Notice of Funding Opportunity (NOFO) for the PRICE
grant program with an application deadline of July 10, 2024. HUD is providing $235
million in competitive federal grant funding for preservation and revitalization of
manufactured housing and eligible manufactured housing communities (MHCs). The
PRICE grant is divided into two categories, a main competition (PRICE Main) and a
replacement pilot (PRICE Replacement Pilot), which are available to local and state
governments, nonprofit entities, and multi-jurisdictional entities. Up to $75 million per
grantee is available over a six-year grant period of performance for PRICE Main.
Award announcements are expected in late fall 2024.
The City intends to apply for PRICE Main for up to the maximum award of $75 million,
which permits projects focused on affordable housing preservation by encouraging
revitalization and enhancement activities to preserve existing MHCs and manufactured
housing units, including the repair, rehabilitation, and replacement of existing
manufactured homes; infrastructure improvements; planning and resilience activities;
in addition to housing and supportive service activities for existing residents. This
supports the Housing Phoenix Plan's goal of preserving existing affordable housing.
Contract Terms
The grant term is for up to six years from October 2024 to September 2030.
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Financial Impact
No match or General Fund dollars are required for this grant.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Housing,
Human Services and Neighborhood Services departments.
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Item text
S-50910)
Request authorization for the City Manager, or his designee, to award, enter into
agreements and approve adding responsive offerors to the existing Qualified Vendor
List (QVL) for Senior Program Entertainers and/or Instructors. Further, request to
authorize the City Controller to disburse funds in an amount not to exceed $750,000
for the life of the QVL. Funding is available in the Human Services Department (HSD)
General Fund and the City’s American Rescue Plan Act (ARPA) allocation as part of
the Memory Café Program.
Summary
Through its 15 senior centers, HSD offers a variety of programs and services designed
to promote independence, maintain dignity, reduce isolation, and maximize the quality
of life for older Phoenix residents. Senior programs provide a multitude of classes,
activities, programs, and other services including either dance, fitness, music, arts and
crafts, theater, language, and digital literacy classes, or referrals for supportive
services.
Additionally, the Memory Café Program, under the ARPA 2021 Mitigation and Care for
Vulnerable Population designation, is expanding Café offerings and frequency of
Memory Café groups provided through HSD. To continue support of the program’s
expansion, care partner support groups, Dementia Friends training, quarterly
stakeholder meetings, health and resource fairs, and other outreach and dementia
awareness activities are taking place regularly.
Staff requests adding five new vendors to the Senior Program Entertainers and
Instructors QVL.
Procurement Information
A Request for Qualifications, RFQu-24-CSSD-0278, was conducted in accordance
with Administrative Regulation 3.10. HSD received a total of five offers on April 1,
2024, and all offers were determined to be responsive and responsible to the
solicitation requirements.
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The procurement officer evaluated all offers for pass/fail criterion on the following
minimum qualifications: two years of verifiable instruction experience and certification
for all services being submitted.
The following offerors met all solicitation criteria and are recommended to be added to
the existing QVL:
· A Place of Love, LLC
· Alecea Housworth
· Cultural Arts Coalition: Celebrating Global Connections
· Julie Lillie
· Tanya Dimitrov
Contract Term
This QVL became effective from July 1, 2020, through June 30, 2025, with no options
to extend. The resulting contracts will be in effect on or about July 1, 2024, through
June 30, 2025.
Financial Impact
The total cost of the contracts will remain unchanged and not exceed $750,000 over
the life of the QVL. Funding is available in HSD's General Fund and ARPA allocation.
Concurrence/Previous Council Action
· On March 4, 2020, Ordinance S-46413 was adopted, awarding the initial QVL.
· On Oct. 27, 2021, Ordinance S-48025 was adopted, approving additional vendors
to be added to the QVL for Senior Program Entertainers and/or Instructors.
· On Jan. 4, 2023, Ordinance S-49306 was adopted, approving additional vendors to
be added to the QVL for Senior Program Entertainers and/or Instructors.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Human Services
Department.
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Item text
Emergency Shelter Services - Request for Proposals Contract Awards
(Ordinance S-50911)
Request to authorize the City Manager, or his designee, to enter into contract with
Arizona Coalition to End Sexual and Domestic Violence, Inc. (ACESDV) for 24 hours a
day, 7 days a week Screening and Hotline Services for Emergency Shelter Services
for the Human Services Department (HSD). Expenditures are not to exceed $600,000
over the life of the contract. Further request authorization for the City Controller to
disburse all funds related to this item. Funds are available from the HSD General
Funds, contingent upon annual budget approval.
Summary
The HSD, Victim Services Division provides immediate and effective assistance to
victims of violent crimes, including domestic violence, sexual violence, and human sex
trafficking. This assistance is provided through a centralized screening hotline service
accessible to victims 24 hours a day, 7 days a week. Victims often need a safe place to
stay immediately following their victimization. The hotline shall provide immediate
assistance in verifying victim needs, determining shelter eligibility, and placement in
available emergency shelters.
Procurement Information
Request for Proposals, RFP-24-VS-0092, was conducted in accordance with the City
of Phoenix Administrative Regulation 3.10. The Human Services Department received
one offer on Feb. 23, 2024, that was determined responsive and responsible to the
solicitation requirements.
The Evaluation Committee evaluated the proposal based on the evaluation criteria,
responsiveness to all of the specifications, terms and conditions, and responsibility to
provide the required service. The Evaluation Criteria was as follows with a maximum
possible point total of 1000:
Criteria and Possible Points:
· Service Methodology - 500 possible points
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· Cost and Fiscal Ability - 200 possible points
· Organizational Capacity - 200 possible points
· Implementation Plan - 100 possible points
The Evaluation Committee scored the proposal as follows:
· ACESDV: 893 points.
After reaching consensus, the Evaluation Committee recommends awarding to the
following offeror:
· ACESDV
Contract Term
The term of the contract will begin on or about July 1, 2024, and end on June 30,
2027, with two one-year options to extend.
Financial Impact
Expenditures will not exceed $600,000 over the life of the contract. Funds are
available from the Human Services Department General Funds. Funding is contingent
upon annual budget approval.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Human Services
Department.
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Item text
Utilize SRP's Client Portal (Ordinance S-50913)
Request to authorize the City Manager, or his designee, to enter into an agreement
with Salt River Project (SRP), to allow Human Services Department (HSD) access to
SRP’s web-based client account portal. Access will allow staff to make payment
guarantees for qualified SRP customers and/or enroll qualified SRP customers in a
monthly electricity bill discount program. Access to the portal is necessary to review
customer account details needed to determine eligibility and provide emergency utility
assistance to low income Phoenix households. There is no impact to the General
Fund. Further request the City Council to grant an exception to Phoenix City Code
section 42-18 to allow for indemnity, assumption of liability, and limitation of liability
pursuant to Phoenix City code section 42-20 for public entities.
Summary
SRP has developed and maintains a website portal containing limited information
regarding customers of SRP of the purpose of facilitating financial assistance from
social service agencies and manages enrollment of qualified customer accounts. The
electricity bill discount program only if HSD performs the required income verification
of its clients. Staff are requesting an exemption to Phoenix City Code 42-18 as SRP is
a public agency providing this service at no charge. HSD served 414 SRP customers
in the first six months this fiscal year, which will increase to 800-900 customers
annually.
This item has been reviewed and approved by the Information Technology Services
Department.
Contract Term
This agreement shall commence on or about May 26, 2024, and will continue until
terminated.
Financial Impact
There is no impact to the General Fund. SRP does not charge a fee to access their
client portal.
Page 198
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Human Services
Department.
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Report
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Item text
(Ordinance S-50943)
Request to authorize the City Manager, or his designee, to enter into a contract with
Vision Building Rentals, LLC, to provide temporary shelter structure and associated
equipment rental and installation for individuals experiencing homelessness within the
authorization for the City Controller to disburse all funds related to this item for the life
of the contract. Funds are available from the City’s allocation of American Rescue Plan
Act (ARPA) funds and General Funds, contingent upon annual budget approval.
Summary
The Office of Homeless Solutions (OHS) seeks to enter into a contract with Vision
Building Rentals to rent various equipment, including a temporary shelter structure to
provide congregate shelter for up to 100 individuals experiencing homelessness at the
City's 71st Avenue Navigation Center while the permanent shelter structure and larger
portion of the site continues to be developed. This temporary structure will allow the
City to offer respite, sleeping quarters, and services for individuals experiencing
homelessness. OHS will be renting a temporary shelter structure, and other supporting
items such as generators, heating/ventilation/air conditioning (HVAC) equipment,
equipment for the protection of life and safety, and restroom and shower trailers from
Vision Building Rentals. Vision Building Rentals will also be responsible for the
installation of the structure and some ongoing systems maintenance.
Individuals experiencing homelessness represent the demographic group with the
highest rate of heat-associated deaths in Maricopa County. According to the Maricopa
County Department of Public Health, people experiencing homelessness accounted
for 291 (45 percent) of the 645 heat-associated deaths reported for 2023. Summer
2023 was the hottest summer ever recorded for Phoenix and featured the hottest
month on record for any major city in the United States. The number of heat-
associated deaths has increased dramatically in recent years, as has the rise in
unsheltered homelessness; fewer than 10 heat-associated deaths among unsheltered
people were recorded in 2014 and 2015 compared to more than 130 in each year
since 2020.
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To rapidly provide these individuals with shelter and support services, OHS is planning
to rent and erect a temporary shelter structure. The City's intent is to have the
temporary structure open during the summer 2024 in order to shelter a minimum of
100 people experiencing homelessness during the summer months, thus reducing
heat related deaths for this vulnerable population, and to align with the closure of other
temporary lodging locations for persons experiencing homelessness. To meet this
timeline, it is necessary to contract with Vision Building Rentals, who have expressed
to the City their ability to meet this goal and quick deadline.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of a Determination Memo citing a time restriction and a threat to public
health, welfare, and safety. Due to the complexities surrounding the various equipment
needed for this potentially life-saving project, Vision Building Rentals was the only
vendor able to meet the City's needs: 1) Vision Building Rentals can deliver equipment
rapidly, 2) None of the City's contracted vendors offer temporary structures in the size
that was needed and able to provide a immediate, turnkey structure to offer potentially
life-saving shelter. Vision Building Rentals is a one-stop shop for all equipment the City
needed to support efforts to erect a climate-appropriate and sanitary shelter in a timely
manner to address the deadly summer heat and align with the closure of other
temporary lodging facilities. Vision Building Rentals has a reputation of having the
ability to accelerate the erection of temporary homeless shelters and navigation
centers while providing all necessary components such as office space, air
conditioning, lighting, bathrooms, and showers.
Staff reviewed the existing QVL, RFQu-23-OHS-80 for Temporary Modular Housing to
research whether any of the vendors could accommodate the project needs; however,
these were all geared toward modular housing, tiny homes, and individual units utilized
for transitional or non-congregate shelter. Other vendors were also researched and
evaluated, however, they did not meet the needs of the project. Accordingly, this
procurement is authorized per Phoenix City Code § 43-11(D) and 2 CFR 200.320(c).
Contract Term
The term of the contract will begin on or about June 1, 2024, and run through March
31, 2025.
Financial Impact
The total value of this contract shall not exceed $2.5 million. Funding is available
through the City's ARPA allocation and General Funds, contingent upon annual budget
approval.
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Location
11 S. 71 Ave.
Council District: 7
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Human Services
Department.
Page 202
Report
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Item text
0227, Request for Award (Ordinance S-50894)
Request to authorize the City Manager, or his designee, to enter into a contract with
Benevate Inc., dba Neighborly Software, to provide cloud-based grant management
software services for the Neighborhood Services and Housing departments. Further
request to authorize the City Controller to disburse all funds related to this item. The
total value of the contract will not exceed $700,000.
Summary
This contract will provide cloud-based grant management software services by
Benevate Inc., dba Neighborly Software, to support the management of U.S.
Department of Housing and Urban Development (HUD) Programs. The grant
management software application will be utilized to assist the Neighborhood Services
and Housing departments in complying with multiple technology policies and audit
requirements by automating HUD program work flow and efficiency. This automation
will reduce administrative time used for program documentation and reporting.
Consequently, the Neighborhood Services and Housing departments will have
increased staff capacity to provide critical services to vulnerable residents in
addressing repair needs for major systems like heating, cooling, plumbing, and
electrical as well as supporting affordable housing development.
This item has been reviewed and approved by the Information Technology Services
Department.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of an approved determination memo, based on special circumstances:
alternative competition. The City of Scottsdale's contract with Benevate Inc., dba
Neighborly Software was awarded through a competitive process consistent with the
City's procurement processes set forth in the Phoenix City Code, Chapter 43.
Utilization of the City of Scottsdale's contract provides the City with favorable pricing.
Contract Term
The contract will begin on or about June 1, 2024, for a five-year term with no options
to extend.
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Financial Impact
The total contract value will not exceed $700,000. Funding is available in the
Neighborhood Services and Housing department's budgets.
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Neighborhood
Services and Housing departments.
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Report
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Item text
Museum HVAC Improvement (Ordinance S-50896)
Request to authorize the City Manager, or his designee, to enter into a Subrecipient
Agreement to award up to $250,000 to the George Washington Carver Museum and
Cultural Center for HVAC improvement. This project is funded through the Community
Development Block Grant (CDBG) Neighborhood Enhancement program and will not
impact the General Fund. Further request to authorize the City Controller to disburse
all funds related to this item.
Summary
The U.S. Department of Housing and Urban Development (HUD) funds the
Neighborhood Enhancement Program to address community infrastructure needs and
improvements including critical projects for non-profit organizations operating facilities
that provide a public benefit.
The George Washington Carver Museum and Cultural Center ("museum") is located in
the historic George Washington Carver High School. As an institution, the museum
honors African American heritage, arts, and culture. Since May 5, 1996, the museum
has featured historical exhibits, an African American library, classes, special programs
and seminars. The museum is also dedicated to the continual improvement of
community education addressing literacy, STEAM, history, health and wellness
initiatives.
The George Washington Carver Museum and Cultural Center applied for funds to
replace its failing HVAC system through the Neighborhood Enhancement Program.
The HVAC improvement project will ensure the sustainability and availability of the
museum and its programs during the summer months.
Contract Term
The 12-month contract term will begin on or about June 1, 2024, with an option to
extend for three months, that may be exercised at the discretion of the City Manager,
or designee.
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Financial Impact
The total contract value will not exceed $250,000.
Funding is available in the Neighborhood Services Department's Neighborhood
Enhancement Program budget using HUD CDBG funds. There is no impact to the
General Fund.
Location
415 E. Grant St.
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Neighborhood
Services Department.
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Report
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Sunnyslope/Village Center Neighborhoods Affordable Housing Redevelopment
(Ordinance S-50935)
Request to authorize the City Manager, or his designee, to separately enter into a
disposition and development agreement, and other agreements as necessary,
(collectively, the "Agreements") with Habitat for Humanity Central Arizona and Viking
Villas, LLC for the sale and development of properties located in the West Sunnyslope
and Village Center neighborhoods for affordable residential development projects.
Summary
The developers submitted their proposals in response to the Neighborhood Services
Department (NSD) Request for Proposals (RFP) for the purchase and development of
11 City-owned lots located in the Sunnyslope/Village Center neighborhoods. These
lots were acquired and assembled by the City through the Slum and Blight Program
over the past 16 years to support the redevelopment strategies outlined in the Council-
approved Target Area F Redevelopment Plan. The lots were separated into three
packages to increase development opportunities and flexibility. The redevelopment of
these lots into affordable infill housing aligns with the goals set forth in the Housing
Phoenix Plan which addresses the critical need for this type of housing in Phoenix.
The proposed business terms include:
· The developer for Package #1 consisting of four residential lots shall purchase them
for a total price of $265,000 and invest $200,000 into the Sunnyslope community
through home repair services. The four single-family owner-occupied homes will
feature a three-bedroom floor plan with a den that can be converted into a fourth
bedroom, depending on household needs, with two and a half bedrooms.
· The developer for Package #3 consisting of one commercial and/or multifamily lot
shall purchase it for a total price of $420,000, which is $60,000 higher than the
appraised value. The 30-unit multifamily affordable tenant-occupied housing
development will consist of a three-story building designed to accommodate various
household sizes and needs. The unit breakdown will include six two-bedroom units,
12 one-bedroom units, and 12 studio units.
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· Developers will enter into a Development Agreement within six months, and each
project shall have development benchmarks for construction. Estimated
construction completion is 25 months.
· The residential units each project creates will be made available to households with
income levels not to exceed 80 percent area median income (AMI), as defined
annually by the U.S. Department of Housing and Urban Development (HUD).
· Affordability requirements will be secured through a Declaration of Affirmative Land
Use Restrictive Covenant.
The development of the lots will add affordable housing opportunities, generate jobs
and economic activity, increase revenue at local businesses, increase tax revenue,
and improved quality of life.
Procurement Information
In December 2023, an RFP was issued for the purchase and development of three
property packages, totaling 11 residential and/or multifamily and one commercial
and/or multifamily City-owned vacant lots located in the West Sunnyslope and Village
Center neighborhoods. One proposal was received for the four residential lots offered
in Package #1 and two proposals were received for the one commercial and/or
multifamily lot offered in Package #3. Zero proposals were received for the seven
residential/and or multifamily lots offered in Package #2. The submitted proposals were
reviewed by an evaluation panel on April 12, 2024, and arrived at a consensus score
for each evaluation criterion. The five-member evaluation panel, consisting of an
external community stakeholder, an external partner/developer, and City staff from
three City departments who engage in redevelopment activities, recommended a
contract award for Package #1 to Habitat for Humanity to complete four units of
affordable single-family detached housing and a contract award for Package #3 to
Viking Villas, LLC to complete a 30-unit multifamily affordable housing development.
Contract Term
The contract term of the Agreements will be three-year contract terms, with two one-
year options to extend, which may be exercised by the City Manager, or designee. The
Agreements will include other terms and conditions deemed necessary by the City.
Financial Impact
The two projects are completely funded by each of the developers and neither is
seeking any City financial assistance. No General Funds are required.
Page 208
Concurrence/Previous Council Action
On June 16, 2020, Phoenix City Council approved nine policy initiatives listed in the
Housing Phoenix Plan. These projects fall under Initiative #3.
Public Outreach
One community meeting was held in the Sunnyslope/Village Center neighborhood
regarding the RFP and to solicit input on the development of these parcels on Nov. 30,
2023.
Location
Package #1 lots are located at 1121 W. Ironwood Dr., 8825 N. 1st St., 8817 N 2nd St.,
and 8844 N 2nd Way. Package #3 lot is located at 8930 N. 3rd St.
Council District: 3
Responsible Department
This item is submitted by Deputy City Manager Gina Montes and the Housing and
Neighborhood Services departments.
Page 209
Report
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Item text
Request to authorize the City Manager, or his designee, to enter into a contract, and
amendments as necessary, with Donald Lipski for an amount not to exceed $500,000
for design, fabrication and installation of artwork for the Paradise Valley Park Public Art
Project. Further request authorization for the City Controller to disburse all funds
related to this item.
Summary
The Fiscal Year (FY) 2023-28 Public Art Plan includes funding for the Paradise Valley
Park public art project in District 2. The artist will work with the design team to integrate
artwork into the park to enhance the visitor experience. A Roster of Pre-Qualified Artists
established for the Parks and Recreation Department was utilized to select an artist for
this project. The selection panel included: TJ Penkoff, Parks and Recreation Department;
Shelby Sickler, Musical Instrument Museum and District 2 representative; Tiffany
Lippincott, Phoenix Art Museum; Venessa Chavez, artist and arts educator; and Lisa
Tolentino, arts educator from Paradise Valley College. The panel recommended Donald
Lipski as the selected artist. Artist team Haddad-Drugan was selected as an alternate
should the selected artist be unable to fulfill their contractual obligations.
Financial Impact
The proposed $500,000 budget will cover all costs related to the design, fabrication, and
installation of the artwork. Funding for this project was included in the FY2023-28 Public
Art Plan approved by City Council on July 3, 2023. Funds are available in the
department’s Capital Improvement Program (CIP) Budget using Percent-for-Art funds.
These CIP funds can only be used for public art. They cannot be used to hire City
workers, such as librarians, police, or firefighters, or pay to operate public buildings,
like libraries, parks, or senior centers.
Concurrence/Previous Council Action
The Phoenix Arts and Culture Commission reviewed and recommended this item for
approval on March 12, 2024, by a vote of 10-0.
The Economic Development and Housing Subcommittee reviewed and approved this
item at its May 8, 2024 meeting, by a vote of 4-0.
Page 210
Responsible Department
This item is submitted by Deputy City Manager Inger Erickson and the Office of Arts and
Culture.
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Item text
Request to authorize the City Manager, or his designee, to grant an exception
pursuant to Phoenix City Code 42-18 authorizing indemnification or assumption of
liability provisions that otherwise would be prohibited for the subscription services with
Ruby Receptionists, Inc.
Summary
The Parks and Recreation Department is requesting to waive Phoenix City Code 42-18
to subscribe to a month-to-month 24-hour answering service with Ruby Receptionists,
Inc. to receive calls from residents regarding park activity 24 hours per day, seven
days per week. The Terms of Use to utilize these services includes indemnification
language that would otherwise be prohibited by Phoenix City Code 42-18. This
authorization allows for mutual indemnification.
Responsible Department
This item is submitted by Deputy City Manager John Chan and the Parks and
Recreation Department.
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Phoenix Economic Council (Ordinance S-50895)
Request to authorize the City Manager, or his designee, to approve funding for the
second year of the City's contract with the Greater Phoenix Economic Council (GPEC)
for business attraction and development services (Contract 158892). The cost for year
two of the contract will not exceed $823,701. Further request to authorize the City
Controller to disburse all funds related to this item. Funding is available in the budgets
of the Aviation, Community and Economic Development (CED), Public Works and
Water Services departments.
Summary
GPEC's mission is to attract and grow quality businesses in the region and advocate
for Greater Phoenix's economic competitiveness. Its efforts include marketing the
region, including coordinating regional prospect proposals and real estate tours,
domestic and international sales missions, and other strategic activities resulting in
business investment in Greater Phoenix.
The City has been a member of GPEC since the organization's inception in 1989.
Since 2020, the fee for each GPEC member in Maricopa County is calculated using a
rate of $0.4897 per resident, based on the most current population estimates from the
Arizona Office of Economic Opportunity. The 2023 population estimate for Phoenix is
1,682,053. Based on this formula, the Fiscal Year (FY) 2024-25 contract amount is
$823,701, which will be shared equally by the Aviation, CED, Public Works, and Water
Services departments.
GPEC regularly collaborates with CED to generate prospects and attract new business
investment from outside the region. As of February 2024, GPEC's efforts this fiscal
year have helped locate 31 companies to the region, with the expectation of creating
nearly 4,321 jobs and capital investments exceeding $28 billion. To date, eight of those
companies have chosen to locate in Phoenix. Over the past five years, Phoenix's
return on investment from our partnership with GPEC has been $107 of direct revenue
for every $1 invested.
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GPEC represents 23 municipalities in the region, including Maricopa County, and
conducts a variety of diverse and value-added services and activities on behalf of its
members. In addition to the public sector members, more than 190 private investors
contribute resources to support GPEC's efforts.
Procurement Information
In accordance with Administrative Regulation 3.10, an exception to the procurement
process was approved to select this vendor as a Sole Source given its unique role in
performing business attraction and development services for the Greater Phoenix
region.
Contract Term
On June 28, 2023, City Council authorized a contract with four one-year renewal
options. If funding for FY 2024-25 is approved in the amount of $823,701, the contract
will be renewed, and three one-year renewal options will remain.
Financial Impact
The FY 2024-25 contract amount is $823,701, which will be shared equally by the
Aviation, CED, Public Works, and Water Services departments.
Concurrence/Previous Council Action
On June 28, 2023, City Council approved Contract 158892 with GPEC. This item was
recommended for approval by the Economic Development and Housing Subcommittee
at the May 8, 2024, meeting by a vote of 4-0.
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua, Ginger Spencer and
John Chan, and the Aviation, Public Works, Water Services, and Community and
Economic Development departments.
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Item text
(Ordinance S-50927)
Request to authorize the City Manager, or his designee, to contract with Samira Cook
dba Purposeful World Strategies (Contractor) for consulting services to support the
Phoenix Business and Workforce Development Board (the Board). Further request to
authorize the City Controller to disburse all funds related to this item. The aggregate
value of the contract will not exceed $345,000. There is no impact to the General
Fund.
Summary
The Board is a local workforce development board established by federal law in the
Workforce Innovation and Opportunity Act (WIOA). The Board is a collaboration of
local business, education, and community-based partners working to address and
solve workforce and economic development issues in the greater Phoenix community
by actively engaging the local workforce development system and stakeholders.
The Board is required by WIOA and the State of Arizona to develop a four-year Local
Workforce Development Area Plan (Local Plan). The Local Plan is an action plan to
develop, align, and integrate service delivery strategies across the ARIZONA@WORK
must support the achievement of Arizona's visions, goals, and strategies as outlined in
the State Plan and supports an integrated workforce system. Contractor will lead the
Board through a long-range planning process including labor market analysis,
stakeholder input, and synthesis of the State Plan to develop the 2024-2028 Local
Plan.
Contractor will provide additional consulting services, including conducting a workforce
development system environmental scan (Environmental Scan) of the greater Phoenix
area. The Environmental Scan will identify workforce development providers in the City
to ascertain which populations they serve, including individuals facing barriers to
employment. The Environmental Scan will allow the Board to understand program
duplications, similarities and differences, and identify gaps in service to drive better
solutions for garnering a robust talent pipeline for employers.
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Procurement Information
The Workforce Board Consulting Services Request for Proposals (RFP) was issued on
Dec. 8, 2023, and conducted in accordance with the City of Phoenix Administrative
Regulation 3.10. The City received six proposals, five of which were responsive to the
RFP's requirements. An evaluation panel scored the responsive proposals based on
the following criteria.
· Primary Consultants Qualifications and Experience (275 Points)
· Approach to Scope of Work (250 Points)
· Proposer's Qualifications and Experience (250 Points)
· Fees (225 Points)
Staff recommends the proposal offered by Samira Cook dba Purposeful World
Strategies as the high-scored, responsive and responsible proposal.
Contract Term
The term of the contract is one year with four one-year renewal options that may be
exercised at the City's discretion.
Financial Impact
There is no impact to the General Fund. The aggregate value of the contract will not
exceed $345,000. Funding is available from the City's allocation of federal WIOA
Funds.
Concurrence/Previous Council Action
The Phoenix Business and Workforce Development Board approved this item on Nov.
10, 2022.
The Economic Development and Housing Subcommittee approved this item by a vote
of 4-0 on May 8, 2024.
Responsible Department
This item is submitted by Deputy City Manager John Chan and the Community and
Economic Development Department.
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Report
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Item text
Request to authorize the City Manager, or his designee, to amend City Contract
154617 with Phoenix Sister Cities, Inc. (PSC) to increase funding. Further request to
authorize the City Controller to disburse all funds related to this item. The additional
expenditures will not exceed $235,000.
Summary
PSC is a 501(c)(3) nonprofit organization established in 1972. It exists to create people
-to-people relationships between the residents of Phoenix and its Sister Cities through
commercial, educational, cultural, and artistic exchange programs and events that
create and sustain global, long-term, international partnerships, and business
opportunities for Phoenix. The City has contracted with PSC since the mid-1980s. The
organization is administered by a Board of Directors composed of PSC Commission
members, appointed by the Mayor and approved by the City Council, the chairpersons
of the 11 Sister Cities committees, and the Disability Awareness Committee. Currently,
four other community members serve as at-large Board members.
Beginning Fiscal Year 2023-24, PSC expanded beyond its traditional role and provided
support to the City’s International Trade Strategy. To meet this expanded role and
continue the work already undertaken, funding for PSC’s current contract included
costs associated with the Phoenix Global Forum, an annual international economic
development conference, in partnership with the International Economic Forum of the
Americas.
On May 2, 2024, PSC presented the first Phoenix Global Forum hosted in Phoenix.
With more than 200 global attendees and another 1,000 participants streaming the
conference, the Forum brought together international corporate leadership in the
semiconductor, aerospace, water and energy, sustainability, and biotech and
healthcare industries. Numerous bilateral meetings gave corporate leaders an
opportunity to explore collaborations, new investments and joint operations. PSC
secured a number of pledges from sponsors totaling more than $470,000 for this
event. Due to the significant international and national visibility of the Forum, as well
as our commitment to our international trade efforts, staff requests to increase the PSC
contract by $235,000 for the event.
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Contract Term
The original contract term remains unchanged, ending on June 30, 2026.
Financial Impact
Upon approval of $235,000 in additional funds, the revised aggregate value of the
contract will not exceed $1,875,000. Funding for the additional amount is available in
the Community and Economic Development Department's operating budget.
Concurrence/Previous Council Action
The City Council authorized this contract on May 19, 2021 through Ordinance S-47575
and approved revisions to the term and spending authority on June 28, 2023 (S-
49904 and S-49942).
Responsible Department
This item is submitted by Deputy City Manager John Chan and the Community and
Economic Development Department.
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Report
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Item text
Recommendations for the 2024 Grant Program Awards (Ordinance S-50933)
This report requests City Council approval of the recommendations from the
Neighborhood Block Watch Grant Program (NBWGP) Oversight Committee to fund
157 grant applications for the 2024 grant cycle.
Summary
The NBWGP Oversight Committee was established to solicit, evaluate, and
recommend to the Mayor and City Council appropriate proposals to expend funds for
the expansion of the Block Watch programs within the limits of the Neighborhood
Protection Ordinance. This ordinance, known as Proposition 301, was adopted at a
special election on Oct. 5, 1993. The City Council adopted the format and guidelines
for this process on April 26, 1994. The NBWGP program is administered by the Police
Department.
The 2024 NBWGP grant application process opened on Nov. 1, 2023 and closed on
Dec. 7, 2023. The NBWGP Oversight Committee scored the grant applications based
on the following criteria: Crime Prevention/Quality of Life Factors for 50 percent,
Budget Evaluation for 20 percent, Community Involvement for 20 percent, and Project
Viability/Feasibility/Ability to Complete the Project for 10 percent.
A total of 165 grant applications were received. Of those evaluated, 157 applications
are recommended for funding by the Oversight Committee totaling $1,897,632. Eight
applications are not recommended for funding. All eight applications not recommended
to receive funding scored below the minimum requirement of 5.25 out of 10 points for
various reasons to include lack of neighborhood participation, lack of documentation or
requesting items the grant does not cover.
On April 4, 2024, the Oversight Committee voted to fund 157 applicants (8 in favor, 1
opposed, 0 in conflict, 0 abstained).
See Attachment A for a full list of the 165 grant applications.
Also, at the April 4, 2024 Oversight Committee meeting, the committee voted (8 in
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favor, 1 opposed, 0 in conflict, 0 abstained) to recommend the following change related
to annual funding for the program:
Increase funding for the Neighborhood Block Watch Program from $1,750,000 to
$2,000,000 annually. The program’s fund balance allows for the recommended
increase.
Contract Term
The award period is July 1, 2024 through June 30, 2025.
Financial Impact
No matching funds are required.
Concurrence/Previous Council Action
This item was recommended for approval by the Public Safety and Justice
Subcommittee at the May 1, 2024 meeting.
Responsible Department
This item is submitted by Assistant City Manager Lori Bays and the Police Department.
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Report
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Item text
Fingerprint Scanners (Ordinance S-50940)
Request to authorize the City Manager, or his designee, to accept a donation from the
Phoenix Police Foundation of 15 IDEMIA IDent 2.0 portable fingerprint scanners
(Digiscans) valued at approximately $42,000 for the Phoenix Police Department.
Further request authorization for the City Treasurer to accept all funds related to this
donation. If not approved, the donation would be declined.
Summary
lDEMIA IDent 2.0 (Digiscan) devices are a portable tool utilized in the field which uses
the fingerprints of the right and left index fingers to assist in the identification of
subjects who do not have identification or are may be providing false information to
officers. Having these devices will significantly reduce the amount of time needed to
identify a subject. It will also help increase the safety for the officers and subjects being
identified by quickly providing their true identity. The ability for patrol officers to use
tools such as digiscans also saves valuable time and enables officers to answer other
calls for service. These tools will also be used by the Phoenix Police Department to
comply with Arizona State statues requiring the Department to respond to calls for
assistance by hospitals in order to identify patients who are unable to provide their
personal information.
This donation consists of 15 devices.
The Phoenix Police Foundation is a 501(c)(3) charitable organization. The Foundation
is committed to addressing unmet capital needs of the Phoenix Police Department,
providing financial assistance in crisis situations, and recognizing those who protect
our community.
Financial Impact
There is no cost to the City.
Responsible Department
This item is submitted by Assistant City Manager Lori Bays and the Police Department.
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Report
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Item text
50941)
Request to authorize the City Manager, or his designee, to accept a donation of two
new full-size trucks collectively valued at approximately $80,000 from the Phoenix
Police Reserve Foundation. These new trucks will be used exclusively by the Phoenix
Police Department reserve officers. Further request authorization for the City Treasurer
to accept all funds related to this donation. If not approved, the donation will be
declined.
Summary
The donation is for the purchase of two full-sized Ford trucks, at a discounted price,
that will be used exclusively by the Department's reserve officers working within Drug
Enforcement Bureau and the Violent Crimes Bureau. In Fiscal Year 2022-23, Phoenix
reserve police officers donated more than 42,000 hours of sworn police services.
The Phoenix Police Reserve Foundation is a 501(c)(3) charitable organization that was
founded in 2007. The purpose of the Foundation is to provide equipment to the
Phoenix Police Department’s Reserve Division, which cannot be provided by the
regular City budget.
Financial Impact
These trucks will each come with a new vehicle warranty. Costs to the City will include
standard operating and maintenance expenses. Funds for these expenditures are
available in the Police Department’s budget.
Responsible Department
This item is submitted by Assistant City Manager Lori Bays and the Police Department.
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Report
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Item text
011 - Amendment (Ordinance S-50944)
Request to authorize the City Manager, or his designee, to execute amendment to
Contract 150498 with Vigilant Solutions LLC to extend contract term and add
additional expenditures. Further request to authorize the City Controller to disburse all
funds related to this item. The additional expenditures will not exceed $1,125,000.
Summary
This contract provides the Phoenix Police Department with automatic license plate
reader equipment and subscription services to the National Vehicle Location Service
(NVLS) database. The service also includes the Law Enforcement Archival and
Reporting Network (LEARN) database, an online analytic platform that allows license
plate data and images to be aggregated and analyzed for law enforcement. LEARN
provides agencies with a way to manage vehicle hotlists, query historical license plate
reader data, and use advanced analytics for enhanced investigations. LEARN is a
hosted solution that allows data sharing and interoperability with other law
enforcement agencies nationwide. Together, NVLS-LEARN subscription service helps
the department reduce auto thefts and related crimes involving vehicles, increases
auto theft vehicle recovery rates, and increases investigative leads to reduce auto
thefts and vehicles used in getaway crimes (i.e. robbery, burglary of residence).
This contract is in support of the City's Community Safety Plans (CSPs). The CSPs
were created to address community safety through a multi-department, collaborative
approach leveraging technology and community-based resources. The Phoenix Police
Department is working with other City departments and offices to improve the safety
and quality of life for the area residents, students, and businesses. Vigilant Solutions
is part of the technology efforts related to the Real Time Operations Centers. This
contract renewal is necessary to support the technology already deployed in the field
and will allow staff to continue to deploy those efforts.
This item has been reviewed and approved by the Information Technology Services
Department.
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Contract Term
Upon approval the contract will be extended through June 18, 2029.
Financial Impact
Upon approval of $1,125,000 in additional funds, the revised aggregate value of the
contract will not exceed $2,427,000. Funds are available in the Police Department’s
budget.
Concurrence/Previous Council Action
The City Council previously reviewed this request:
· National Vehicle Location Service Database - Requirements Contract 150498
(Ordinance S-45846) on June 26, 2019;
· National Vehicle Location Service Database Contract 150498 (Ordinance S-46372)
on Feb. 19, 2020;
· National Vehicle Location Service Database Contract 150498 (Ordinance S-46372)
on March 4, 2020.
Responsible Department
This item is submitted by Assistant City Manager Lori Bays and the Police Department.
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Report
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Item text
(Ordinance S-50906)
Request to authorize the City Manager, or his designee, to enter into a contract with
Honeywell International, Inc. through its US Digital Designs group to replace, upgrade,
and maintain a fire station alerting system at Phoenix Sky Harbor International Airport
(PHX). Further request to authorize the City Controller to disburse all funds related to
this item. The total value of the contract will be up to $400,000.
Summary
This contract will provide a replacement Fire Station Alerting System at the Aviation
Department's two Aircraft Rescue and Fire Fighting Stations. The Contractor will
design, install, commission, and provide ongoing maintenance and technical support
for the Fire Station Alerting System. This system, which is used to notify emergency
response personnel that the Federal Aviation Administration Air Traffic Control Tower
has activated the aircraft emergency ringdown communications line, is a required
component of PHX's federally-regulated airport certification manual and airport
emergency plan.
This item has been reviewed and approved by the Information Technology Services
Department.
Procurement Information
A Request for Proposal procurement was processed in accordance with City of
Phoenix Administrative Regulation 3.10. Three vendors submitted proposals deemed
responsive and responsible. An evaluation committee of City staff evaluated those
offers based on the following criteria with a maximum possible point total of 1,000:
Method of Approach to Design, Build and Implement and Commission the Alerting
System (0-350 points)
Qualifications and Experience of Firm (0-300 points)
Maintenance and Technical Support of Alerting System (0-200 points)
Pricing (0-150 points)
After reaching consensus, the evaluation committee recommends award to the
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following vendor:
Honeywell International, Inc. through its US Digital Designs group, 830 points
Contract Term
The contract will begin on or about June 1, 2024, for a seven-year term with no options
to extend.
Financial Impact
The contract value will be up to $400,000 for the total seven-year contract term.
Funding is available in the Aviation Department's Capital Improvement Program
budget.
Location
Phoenix Sky Harbor International Airport - 2485 E. Buckeye Road
Council District: 8
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Aviation
Department.
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Report
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Item text
Service Vehicle Solutions Contract - COOP-24-0187 - Request for Award
(Ordinance S-50887)
Request to authorize the City Manager, or his designee, to enter into a cooperative
participating contract with Brindlee Mountain Fire Apparatus, LLC, for the purchase of
used or pre-owned fire apparatuses using the cooperative contract awarded by
Sourcewell, solicitation number RFP 120921, for the Public Works Department. Further
request to authorize the City Controller to disburse all funds related to this item. The
total value of the contract will not exceed $5,000,000.
Summary
This contract will allow the department to purchase used or pre-owned fire
apparatuses on an as-needed basis. This contract will support the fire, medical and
other associated operations of the Fire Department with equipment such as pumper
trucks, aerial/ladder trucks, ambulances, command units and other miscellaneous
vehicles.
Procurement Information
In accordance with City of Phoenix Administrative Regulation 3.10, standard
competition was waived as a result of an approved Determination Memo based on the
following reason: Special Circumstances Alternative Competition. Due to the unique
builds and specifications this contract is determined to fit the needs of the Fire and
Public Works departments. The Sourcewell contract was awarded consistent with the
Contract Term
The contract will begin on or about June 1, 2024 through Jan. 13, 2026 including a one
year option to extend.
Financial Impact
The aggregate contract value for will not exceed $5,000,000.
Funding is available in the Fire Department's budget.
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Responsible Department
This item is submitted by Assistant City Manager Lori Bays and Deputy City Manager
Mario Paniagua and the Fire and Public Works departments.
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Report
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Upgrades - Construction Manager at Risk Services Amendment - AV21000109
(Ordinance S-50915)
Request to authorize the City Manager, or his designee, to execute an amendment to
Agreement 157694 with The Weitz Company, LLC to provide additional
Preconstruction and Construction Services for the Phoenix Sky Harbor International
Airport Terminal 4 Baggage Handling System Upgrades project. Further request to
authorize execution of amendments to the Agreement as necessary within the Council-
approved expenditure authority as provided below, and for the City Controller to
disburse all funds related to this item. The additional fee for services included in this
amendment will not exceed $48.1 million.
Summary
The purpose of this project is to modernize the Phoenix Sky Harbor International
Airport Terminal 4 (T4) Baggage Handling System (BHS). This project is necessary
because the BHS utilized by American Airlines and the various Common Use systems
in T4 are largely obsolete, in poor condition, and operating on controls utilizing
technology at end of life at more than 25 years old.
This amendment is necessary for additional Preconstruction Services and
Construction Phase Services for the modernization of the T4 BHS. Preconstruction
services will continue in support of design through 100 percent for the BHS utilized by
American Airlines and the various Common Use systems while construction services
will begin with T4 North BHS. This amendment will provide additional funds to the
agreement.
Contract Term
The term of the Agreement amendment remains unchanged. Work scope identified
and incorporated into the Agreement prior to the end of the term may be agreed to by
the parties, and work may extend past the termination of the Agreement. No additional
changes may be executed after the end of the term.
Financial Impact
· The initial Agreement for Construction Manager at Risk Services was approved for
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an amount not to exceed $300,000, including all subcontractor and reimbursable
costs.
· Amendment 1 to Agreement 157694 for Construction Manager at Risk Services was
approved for an additional amount not to exceed $8.2 million, including all
subcontractor and reimbursable costs.
· This amendment will increase the Agreement by an additional $48.1 million, for a
new total amount not to exceed $56.6 million, including all subcontractor and
reimbursable costs.
Funding for this amendment is available in the Aviation Department's Capital
Improvement Program budget. The Budget and Research Department will separately
review and approve funding availability prior to the execution of any amendments.
Payments may be made up to agreement limits for all rendered agreement services,
which may extend past the agreement termination.
Concurrence/Previous Council Action
The City Council approved:
· Construction Manager at Risk Preconstruction and Construction Services
Agreement 157694 (Ordinance S-49323) on Jan. 25, 2023;
· Architectural Services Agreement 157695 (Ordinance S-49328) on Jan. 25, 2023;
· Construction Manager at Risk Preconstruction and Construction Services
Amendment to Agreement 157694 (Ordinance S-50050) on July 3, 2023; and
· Architectural Services Amendment to Agreement 157695 (Ordinance S-50048) on
July 3, 2023.
Location
2485 E. Buckeye Road
Council District: 8
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua and Alan
Stephenson, the Aviation Department and the City Engineer.
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Report
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Item text
Upgrades - Architectural Services Amendment - AV21000109 (Ordinance S-
50916)
Request to authorize the City Manager, or his designee, to execute an amendment to
Agreement 157695 with BNP Associates, Inc. to provide additional Architectural
Services that include design and construction administration and inspection services
for the Phoenix Sky Harbor International Airport Terminal 4 Baggage Handling System
Upgrades project. Further request to authorize execution of amendments to the
agreement as necessary within the Council-approved expenditure authority as
provided below, and for the City Controller to disburse all funds related to this item.
The additional fee for services included in this amendment will not exceed $5 million.
Summary
The purpose of this project is to modernize the Phoenix Sky Harbor International
Airport Terminal 4 (T4) Baggage Handling System (BHS). This project is necessary
because the BHS utilized by American Airlines and the various Common Use systems
in T4 are largely obsolete, in poor condition, and operating on controls utilizing
technology at end of life at more than 25 years old.
This amendment is necessary for the next phase of this multi-phased project to
complete the BHS design package to 100 percent for the T4 North BHS enabling
scope and various Common Use systems, to complete the BHS design package to 70
percent for the service entrance sections, and construction administration and
inspection services. This amendment will provide additional funds to the Agreement.
Contract Term
The term of the agreement amendment remains unchanged. Work scope identified
and incorporated into the agreement prior to the end of the term may be agreed to by
the parties, and work may extend past the termination of the agreement. No additional
changes may be executed after the end of the term.
Financial Impact
· The initial agreement for Architectural Services was approved for an amount not to
exceed $1.5 million, including all subconsultant and reimbursable costs.
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· Amendment 1 to Agreement 157695 for Architectural Services was approved for an
additional amount not to exceed $5 million, including all subconsultant and
reimbursable costs.
· This amendment will increase the agreement by an additional $5 million, for a new
total amount not to exceed $11.5 million, including all subconsultant and
reimbursable costs.
Funding for this amendment is available in the Aviation Department's Capital
Improvement Program budget. The Budget and Research Department will separately
review and approve funding availability prior to the execution of any amendments.
Payments may be made up to agreement limits for all rendered agreement services,
which may extend past the agreement termination.
Concurrence/Previous Council Action
The City Council approved:
· Architectural Services Agreement 157695 (Ordinance S-49328) on Jan. 25, 2023;
· Construction Manager at Risk Preconstruction and Construction Services
Agreement 157694 (Ordinance S-49323) on Jan. 25, 2023;
· Architectural Services Amendment to Agreement 157695 (Ordinance S-50048) on
July 3, 2023; and
· Construction Manager at Risk Preconstruction and Construction Services
Amendment to Agreement 157694 (Ordinance S-50050) on July 3, 2023.
Location
2485 E. Buckeye Road
Council District: 8
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua and Alan
Stephenson, the Aviation Department and the City Engineer.
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Item text
(Ordinance S-50929)
Request to authorize the City Manager, or his designee, to enter into a ground lease
with Cornerstone Aviation LLC (Cornerstone) for approximately 69 acres of
undeveloped, vacant property at Phoenix Deer Valley Airport (DVT). Further request to
authorize the City Treasurer to accept all funds related to the ground lease.
Summary
Cornerstone is requesting to enter into a ground lease at DVT for the purpose of
constructing aircraft storage hangars for sublease and other aeronautical facilities in
three construction phases at DVT with an investment of over $100 million. Phase I will
be approximately 32 acres and will consist of 230 hangars. A maximum of 138 of the
Phase I hangars will be T-hangars, which are appropriately sized for small aircraft; the
remaining hangars are designed for medium-sized aircraft, and small corporate jets.
Phase II will be approximately 15 acres and is anticipated to include a fuel farm for
Cornerstone tenants and avionics maintenance facilities. Phase III will be
approximately 22 acres and will include corporate hangars capable of housing large
corporate aircraft, additional maintenance facilities, and access from 7th Street. Other
aeronautical uses will be considered for all three phases to be approved at the sole
discretion of the Aviation Director.
Contract Term
The term of the lease will be 45 years and will commence on the lease effective date.
The lease will include separate development terms of up to 24 months at no rent for
each phase. The development term for Phase I will begin at the lease effective date.
Cornerstone will have an option to develop the Phase II and Phase III parcels within 48
months after the lease effective date. Failure of Cornerstone to commence
construction on either or both option parcels by the end of the 48-month option period
will result in the undeveloped parcels reverting back to the City. When construction of
all three phases is complete, an additional five-year option period will be added to the
lease; execution of the option period will be at the sole discretion of the Aviation
Director.
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Financial Impact
Following conclusion of the development term for Phase I, rent for Phase I is
anticipated to be $766,656. In order to secure options to develop the Phase II and
Phase III parcels, Cornerstone will pay approximately $132,967 per year for up to four
years from the lease effective date. Phase II and Phase III will each have separate
development terms of up to two years at no rent. At the conclusion of the development
term for either phase, or when development is complete on either phase, whichever
occurs first, rent for the completed phase(s) will be set at the then applicable rental rate
for Phase I. All rents will be subject to annual increases per the Phoenix-Mesa-
Scottsdale Consumer Price Index. Total ground rent anticipated over the contract term,
including the five-year option period, is expected to be approximately $82,655,100.
Additionally, the City will receive revenues from Specialized Aviation Service Operator
permits of two percent of gross sales from the hangar subleases, and from fuel flowage
fees which will apply throughout the lease term. Rent credits for improvements
constructed by Cornerstone that benefit DVT may be applied at the sole discretion of
the Aviation Director.
Concurrence/Previous Council Action
The Phoenix Aviation Advisory Board, Business and Development Subcommittee
recommended approval of the item on May 2, 2024 by a vote of 3-0.
The Phoenix Aviation Advisory Board recommended approval of the item on May 16,
2024 by a vote of 6-0.
Location
Phoenix Deer Valley Airport: 702 West Deer Valley Road
Council District: 1
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Aviation
Department.
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Report
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Item text
Request City Council approval of the recommended mode and route for high-capacity
transit in west Phoenix based on the results of the West Phoenix High-Capacity Transit
Alternatives Analysis Study conducted by the City of Phoenix and Valley Metro. Further
request to restore T2050 funds that were previously redirected out of the T2050 Transit
Program back to the Program as part of long-term funding needed for the West
Phoenix High-Capacity Transit Project.
Summary
The Public Transit Department, in partnership with Valley Metro, is recommending light
rail as the transit mode for the West Phoenix High-Capacity Transit Extension. The
recommendation is based on the results of the West Phoenix High-Capacity Transit
Alternatives Analysis (West Phx HCT AA) Study conducted by the City of Phoenix and
Valley Metro. As shown in Attachment A, staff recommends a Locally Preferred
Alternative (LPA) Alignment on Indian School Road to 75th Avenue, south on 75th
Avenue to Thomas Road with termination at the Desert Sky Transit Center. The LPA
also includes two potential alternatives as connecting points to the existing light rail
system: one at Central Avenue/Indian School Road and the other at 19th
Avenue/Camelback Road.
Background:
The West Phx HCT AA Project is part of the high-capacity transit programs outlined in
the Maricopa Association of Governments’ approved MOMENTUM 2050 Regional
Transportation Plan. The City of Phoenix and Valley Metro were awarded a federal
Route Planning Restoration Grant in the amount of $514,045 on June 2, 2022, to aid in
the alternatives analysis on how to best improve transit in the underserved, high-transit
usage Maryvale area in West Phoenix. The study area was bounded by McDowell
Road to Camelback Road, and Central Avenue to 99th Avenue.
Technical Analysis Summary:
The West Phx HCT AA Project emerged as a means to improve multimodal
connectivity in the Maryvale, Encanto, and Alhambra urban villages, as well as to
provide connections to the anticipated I-10 West Extension Project and Phoenix’s Bus
Rapid Transit Project. Accordingly, the West Phx HCT AA Project's analysis
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investigated ways to serve the three urban villages, as well as providing connections to
the existing light rail system and future planned HCT investments. The Project
examined multiple alignment alternatives and different HCT modes; input was solicited
from the public and local stakeholders in four series of public outreach meetings.
The process for the West Phx HCT AA Project was a two-tiered analysis. The Tier I
analysis evaluated ten alignments. Based on technical analysis and public input, two
alignment options (mode neutral) were identified to advance into the Tier II process.
These options were:
1. Green Alternative: Central Avenue/Indian School Road - 75th Avenue/Indian School
Road - 79th Avenue/Thomas Road.
2. Red Alternative: Central Avenue/Indian School Road - 51st Avenue/Indian School
Road - 79th Avenue/Indian School Road.
Tier II furthered the screening process using quantitative evaluation criteria to compare
the two alternatives by three operating scenarios (mode): center-running light rail,
center-running bus rapid transit, and side-running bus rapid transit. Each alternative
and mode were evaluated and scored based on its performance using six criteria:
mobility improvements, access, potential impacts, land use/economic development,
cost, and efficiency. The recommended alignment option was the alternative and mode
that received the highest score.
The technical analysis revealed that the recommended alternative, the Green
Alternative with light rail as the mode (see Attachment B), outperformed the other
alignment options in the following aspects:
· It is projected to generate the highest number of daily transit trips, especially transit-
dependent trips;
· It has the fastest transit travel time to key activity centers;
· It has the best access to nearby resources and opportunities, including affordable
housing units, bikeways, and activity centers;
· It has fewer potential impacts on existing infrastructure and buildings, impacting
fewer parcels, buildings, and square footage of parcel portions; and
· It also has the highest crash-reduction potential, indicating a higher safety level.
Next Steps:
If approved by the City Council, the recommended alignment will become the City of
Phoenix’s LPA for future service to the West Phoenix study area. Specific project
elements will be addressed as the design advances; these include options for the
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easternmost starting point, the option for project extension west of 79th Avenue along
Thomas Road, station locations, street configuration, and turnaround tracks, among
other project components. The potential to phase project implementation will also be
studied. Staff will continue to coordinate with other city and regional transit projects in
the area and continue community outreach efforts.
When the West Phoenix High-Capacity Transit (HCT) Project proceeds to the
construction phase, Valley Metro and the City of Phoenix will need to enter into a
separate funding agreement to advance the Project.
Financial Impact
In March 2019, the City Council approved a measure to remove the previously planned
light rail extension along Camelback Road to 43rd Avenue by delaying any initial
expenditures to the end of the T2050 program. Council also directed that future T2050
funding associated with the Camelback Extension Project be planned for street
maintenance. Because the West Phoenix HCT Project provides an alternative that
would extend light rail to West Phoenix residents, staff requests the restoration of
approximately $153 million in T2050 funds that were previously redirected out of the
T2050 Transit Program back to the Program as part of long-term funding needed for
the Project.
The T2050 program will need to be continually evaluated during its term through 2050
to ensure a positive fund balance by the end of the program. Although T2050 funds are
currently expected to remain positive for the next 16 years, the impact of the state’s
removal of residential rental tax revenues may result in a significant future deficit in the
program beginning as soon as FY 2040-41. Capital project costs, operating costs,
sales tax performance, federal funding levels, and other contributing factors will need
to be closely monitored. Plans for capital projects and operational improvements will
likely need to be revised if revenue is not addressed long term.
Concurrence/Previous Council Action
Citizens Transportation Commission recommended approval to initiate the West
Phoenix High Capacity Transit Study on Aug. 26, 2021, by a vote of 14-0.
Transportation, Infrastructure and Planning Subcommittee recommended approval to
initiate the West Phoenix High-Capacity Transit Study on Oct. 20, 2021, by a vote of 4-
0.
Nov. 3, 2021.
Citizens Transportation Commission recommended approval of this item on April 25,
2024, by a vote of 9-1.
Transportation, Infrastructure and Planning Subcommittee recommended approval of
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this item on May 15, 2024, by a vote of 4-0.
Public Outreach
Concurrent with the technical evaluation, the project team pursued an extensive public
engagement effort between February 2023 and March 2024. Public outreach for this
effort occurred at different scales and through different modes that included:
· Meetings with community groups;
· Meetings with key stakeholders and businesses along the corridor;
· Individual stakeholder canvassing;
· Participating in community events;
· Engagement through media and social media outlets;
· Four Maryvale Village Planning Committee meeting presentations;
· Four Encanto Village Planning Committee meeting presentations;
· Four Alhambra Village Planning Committee meeting presentations;
· 2 Coffee Chats in District 4; and
· Four series of public meetings. All public meetings were conducted in English with
Spanish interpretation available.
Based on public feedback on the Green Alternative, the team re-evaluated the
easternmost portion of the alignment of where it would connect to the existing light rail
system. Additional analysis was conducted on the connection point at Central
Avenue/Indian School Road and the connection at 19th Avenue/Camelback Road. The
results of this technical analysis were presented to the public for feedback and
discussion. After this series of public outreach, the project team recommends
advancing both potential connection options for the easternmost section of the
alignment for Council’s consideration, as shown in Attachment A. The project team
anticipates additional discussion to occur on these options in future stages of the West
Phoenix HCT Project.
Location
The LPA will advance light rail transit with an alignment on Indian School Road to 75th
Avenue, south on 75th Avenue to Thomas Road with termination at the Desert Sky
Transit Center (connecting with the I-10 West Extension). The LPA also includes two
potential connecting points to the existing light rail system: one at Central
Avenue/Indian School Road and the other at 19th Avenue/Camelback Road in two
phases. There is an option to extend the alignment further west on Thomas Road to
91st Avenue.
Council Districts: 4, 5 and 7
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Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Transit
Department.
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Attachment A
Recommended Alignment for Council Consideration
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Attachment B
Green Alternative
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Item text
Light Rail Corridor (Ordinance S-50905)
Request to authorize the City Manager, or his designee, to execute a contract with
Matrix Design Group, Inc. to provide consultant services to assist with the
implementation of the South Central light rail corridor Transit-Oriented Development
Planning Grant. Further request to authorize the City Controller to disburse all funds
related to this item. The total cost of the contract will not exceed $988,830.
Summary
In November 2022, the Public Transit Department received a $1 million grant from the
Federal Transit Administration (FTA) through the 2021-22 Pilot Program for Transit-
Oriented Development (TOD) Planning. The funding will be used to conduct a TOD
study for cross-disciplinary implementation efforts concerning equitable land use,
transportation, and infrastructure investments along the South Central light rail
corridor. These efforts will work toward achieving the established South Central TOD
Community Plan’s shared vision for environmentally equitable, compact, and
connected communities that: are sustainable and resilient; show incremental change
and growth; and make a world-class regional destination that supports local and small
businesses, shares cultures, and improves health for existing and future residents.
Procurement Information
A Request for Proposals (RFP) was issued Jan. 26, 2024 in accordance with City of
Phoenix Administrative Regulation 3.10. Two proposals were received in response to
the RFP, with one offer determined non-responsive. An evaluation panel comprised of
on the following criteria:
· Method of Approach (450 points)
· Qualifications and Experience (350 points)
· Price Proposal (200 points)
The evaluation committee recommended awarding a contract to Matrix Design Group,
Inc., which scored 771 from a maximum allowable score of 1,000 points. Public Transit
staff concurs with the evaluation committee's decision and recommends awarding the
contract to Matrix Design Group, Inc.
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Contract Term
The contract will begin on or about July 1, 2024, for a three-year term with no options
to extend.
Financial Impact
The total cost for the contract will not exceed $988,830. Grant funding is available from
the FTA under the Federal Bipartisan Infrastructure Law through the FFY 2021-22 Pilot
Program for TOD Planning, not to exceed $1 million (78 percent). The City's costs will
be approximately $285,000 (22 percent), with in-kind contributions included for the
local match, for a total funding of $1.285 million.
Funding for the local match is available from the following departments:
· Public Transit Department - $50,000 (Transportation 2050)
· Street Transportation Department - $50,000 (CIP)
· Community and Economic Development Department - $50,000 (CIP)
· The Office of Environmental Programs - $50,000 (General Funds)
· The Office of Sustainability - $10,000 (Grant)
· Planning and Development Department - $50,000 (in-kind)
· Housing Department - $25,000 (in-kind)
Concurrence/Previous Council Action
The Citizens Transportation Commission recommended approval of this item on April
25, 2024, by a vote of 10-0.
The Transportation, Infrastructure, and Planning Subcommittee recommended
approval of this item on May 15, 2024 by a vote of 3-0.
Location
South Central TOD Community Plan Area
Council Districts: 7 and 8
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua, John Chan, Alan
Stephenson and Gina Montes and the Public Transit, Planning and Development,
Street Transportation, Community and Economic Development and Housing
departments, and the offices of Sustainability and Environmental Programs.
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Report
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Item text
(Ordinance S-50918)
Request to authorize the City Manager, or his designee, to enter into contracts with
Commonwealth Land Title Insurance Company; Pioneer Title Agency, Inc.; and
Security Title Agency, Inc. using a competitively procured Maricopa County
Cooperative Purchasing Contract (200161-RFP), to provide escrow and title services
to the Public Transit Department on an as-needed basis. Further request to authorize
the City Controller to disburse all funds related to this item. The maximum combined
aggregate value for these contracts is $177,824.
Summary
These contracts will provide title and escrow services on an as-needed basis by the
Finance Department, Real Estate Division, for Public Transit projects. Contracts with
these providers will include terms, conditions, and certifications required by the
Federal Transit Administration (FTA) for projects receiving federal funding.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of an approved Determination Memo based on the following reason:
Special Circumstances Alternative Competition. The Maricopa County Cooperative
Purchasing Contracts for escrow and title services were awarded using a competitive
process consistent with the City's procurement processes set forth in the Phoenix City
Code, Chapter 43.
Contract Term
The term of the contract will begin on or about June 1, 2024 and extend through June
30, 2026.
Financial Impact
The combined aggregate value for these contracts is $177,824. Funding is available in
the Public Transit Department's budget.
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Transit
Department.
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Report
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Item text
006 - Request for Award (Ordinance S-50931)
Request to authorize the City Manager, or his designee, to enter into a contract with
CliftonLarsonAllen LLP (CLA) for the purpose of conducting professional auditing
services for the Public Transit Department's (PTD) annual National Transit Database
(NTD) report in accordance with the Federal Transit Administration (FTA) guidelines.
Further request to authorize the City Controller to disburse funds in an amount not to
exceed $91,865.
Summary
In an effort to keep track of industry trends and provide public information and
statistics, the FTA's NTD records the financial, operating, and asset condition of transit
systems nationwide. The NTD is designed to support local, state, and regional
planning efforts and assist governments and other decision-makers in making multi-
year comparisons and performing trend analyses. Additionally, some of the data
included in the annual NTD report is also used in the funding formulas for FTA's
formula-based grant funding programs to apportion funds to states and urbanized
areas.
The contractor will test the NTD data that is collected and tracked by PTD’s service
providers and the department, as well as compile reports in accordance with the NTD's
reporting manual and FTA's established guidelines. NTD data that is collected and
reported consists of revenue (service) hours and miles, total miles and hours,
boardings, service days, costs, revenues, transit asset information, and other various
transit-specific operational and capital data.
Procurement Information
This RFP was conducted in accordance with City of Phoenix Administrative Regulation
3.10. PTD issued a Request for Proposals (RFP PTD24-006) on March 14, 2024. One
proposal was received and scored by an evaluation panel based on the following
criteria (1,000 max points):
· Method of Approach (up to 400 points)
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· Qualification and Experience (up to 300 points)
· Price Proposal (up to 300 points)
The evaluation committee recommended awarding the contract to CLA, which scored
895 points. Public Transit staff concurs with the evaluation committee's decision and
recommends awarding the contract for NTD Professional Auditing Services to CLA.
Contract Term
The contract is five years and will begin on or about July 1, 2024, and end on June 30,
2029.
Financial Impact
The value of the contract will not exceed $91,865. Funding is available in the Public
Transit Department's budget.
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Transit
Department.
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Report
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Item text
Costs for Light Rail Services for Fiscal Year 2024-25 (Ordinance S-50932)
Request to authorize the City Manager, or his designee, to execute an annual
operations funding agreement with Valley Metro Rail, Inc. as required each year by the
City and Valley Metro’s Operations Master Cooperative Funding Agreement 125068, to
pay the city of Phoenix’s share of light rail service and agency operating costs for
Fiscal Year (FY) 2024-25. Further request to authorize the City Controller to disburse
all funds related to this item. The annual agreement’s value will not exceed
$62,098,000.
Summary
The operations and maintenance budget of Valley Metro Rail, Inc. (VMR) includes
costs for: transportation contractors, propulsion power, vehicle maintenance,
systems/facilities maintenance, materials and supplies, VMR staff, security,
consultants, regional customer services, utilities, liability insurance, and general and
administrative expenses.
Financial Impact
For FY 2024-25, the City’s total estimated share of VMR’s cost is $62,098,000, broken
down as follows:
· Agency costs - $1,722,000; and
· Operating costs for light rail service - $60,376,000.
Funding is available in the Public Transit Department's Operating budget.
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Transit
Department.
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Report
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Item text
Development Planning Grant Opportunity for Federal Fiscal Year 2022-23 -
Federal Bipartisan Infrastructure Law Funding (Ordinance S-50939)
Request to retroactively authorize the City Manager, or his designee, to apply for,
accept, and enter into an agreement for disbursement of federal funding from the
Federal Transit Administration (FTA) through the Federal Fiscal Year (FFY) 2022-23
Pilot Program for Transit-Oriented Development (TOD) Planning grant opportunity, and
to conduct a procurement process to solicit services for this planning work. The
funding will be used to continue implementation of the six established ReinventPHX
and 19 North Transit Oriented District Policy Plans. Further request to authorize the
City Treasurer to accept, and the City Controller to disperse, all funds related to this
item. Funding for this grant opportunity is available through the Federal Bipartisan
Infrastructure Law. The total grant funds applied for will not exceed $1.2 million. The
City is contributing an over-match of $75,000 with in-kind staff time.
Summary
The Public Transit Department seeks to receive grant funding from the FFY 2022-23
Pilot Program for TOD Planning. The grant would be used to continue the momentum
from the successful adoption and implementation progress across six established TOD
policy plans in a holistic and strategic mixed-use and affordable housing approach.
This proposal intends to make immediate and timely progress towards achieving a well
-balanced and purposeful mixture of housing choices and supporting amenities in
alignment with unique and diverse transit-oriented communities.
The ReinventPHX TOD Policy Plan was adopted in 2015 and includes five districts,
and the 19North TOD Policy Plan was adopted in 2021. Members of these
communities have been anxious for the government-led action items identified in each
of these plans to continue at a faster pace. However, the planning work needed goes
beyond what the City of Phoenix has the resources to conduct in-house. Community
leaders are active and engaged in the process, and the City of Phoenix is committed to
encourage and enhance existing and new partnerships to maximize chances for
successful implementation of these TOD Policy Plans.
The FTA Pilot Program for TOD grant application was due on Oct. 10, 2023. Projects
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with a substantial focus on affordable housing were eligible to receive up to 100
percent federal support. Due to the complexity of eligibility review, there was not
sufficient time to seek Council approval prior to submitting the application; therefore,
the Public Transit Department is requesting retroactive authorization.
Financial Impact
The estimated total cost for the project is approximately $1.275 million. This
application included a significant housing component that made the City of Phoenix
eligible for consideration for full FTA funding for this project, and the City received the
100 percent fully funded federal award, with an over-match of $75,000 included for in-
kind contributions. No City funding is required.
In-kind local over-match is available from the following departments:
· Planning and Development Department - $50,000; and
· Housing Department - $25,000.
Under the Federal Bipartisan Infrastructure Law, grant funding received is available
from FTA through the FFY 2022-23 Pilot Program for TOD Planning.
Concurrence/Previous Council Action
This item was presented to the Citizen's Transportation Commission on April 25, 2024,
and was approved by a vote of 10-0.
This item was presented to the Transportation, Infrastructure, and Planning
Subcommittee on May 15, 2024, and was approved by a vote of 3-0.
Location
ReinventPHX and 19 North TOD Community Plan Area
Council Districts: 3, 4, 5, 6, 7 and 8
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua, Alan Stephenson
and Gina Montes, and the Public Transit, Planning and Development, and Housing
departments.
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Report
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Item text
(Ordinance S-50893)
Request to authorize the City Manager, or his designee, to enter into cooperative
agreements with ADT Commercial, Enterprise Security, Inc., and Lanmor Services, Inc.
to support the implementation of the Public Works Security and Access Control (SAC)
project. Public Works is modernizing the City's Access Control (ACS) and Intrusion
Detection Systems (IDS) at over 275 locations by integrating new hardware and
software with existing surveillance and communication infrastructures. Funding for this
project has been approved by the City Council previously. Adding these
implementation vendors will allow work to progress simultaneously at multiple sites
across the City. This will also ensure the City will benefit from the diverse expertise
each vendor can provide. Further request to authorize City Controller to disburse all
funds associated with these contracts. The total value of the contract spend will not
exceed the original ordinance amounts with an aggregate value of $21.52 million to be
shared across the contracts including potential additional security consultants to
ensure project success. Public Works continues to collaborate with Information
Technology Services on various aspects of this project.
Summary
The Scope of Work for these cooperative agreements includes replacing all wiring
from access control panels to card readers or keypads, replacing all access control
and intrusion detection hardware, connecting to existing locking hardware and
intrusion devices, replacing all access control software, and allowing interactive remote
access by utilizing the City’s existing network infrastructure.
Contract Term
These cooperative agreements and the associated funding will begin on or about July
1, 2024, and run concurrently with the terms of the source cooperative agreements
through a maximum end date of Nov. 30, 2029.
Financial Impact
Any unallocated funds from previous Council actions, including Ordinances S-46991
and S-49151, will be applied to these agreements. The total cost of the agreements,
including application of previously authorized funds referenced above, will not exceed
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$21.52 million. No additional funds are needed. Funding is available in the Public
Works Department budget.
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Works
Department.
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Report
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Item text
Recyclable Materials (Ordinance S-50909)
Request to authorize the City Manager, or his designee, to enter into an
Intergovernmental Agreement (IGA) with the City of Scottsdale to accept and process
recyclable materials collected in the City of Scottsdale and delivered to the City of
Phoenix's Material Recovery Facilities (MRF). Additionally, request the City Council to
grant an exception pursuant to Phoenix City Code section 42-20(B) to authorize
inclusion of mutual indemnification language that otherwise would be prohibited by
Phoenix City Code section 42-18(A) and (B). Further request to authorize the City
Treasurer to accept, and for the City Controller to disburse, all funds related to this
item.
Summary
The City of Scottsdale has requested to enter into an Intergovernmental Agreement
with the City of Phoenix to accept and process its recyclable material. The City of
Phoenix can accept these materials with terms to address changing market conditions,
resulting in lower commodity prices and increased processing costs from
contamination in the recyclables. This IGA will authorize the City of Phoenix to charge
a processing fee to the City of Scottsdale for recycling tonnage processed at the City
MRFs, which is designed to ensure all costs associated with processing recyclables
are recovered by the fee. The terms of this IGA include:
· In a market with low recycling commodity prices, the City of Phoenix will charge a
processing fee to the City of Scottsdale, and no revenue share to Scottsdale will be
available.
· In a market with high recycling commodity prices, the City of Scottsdale will pay a
processing fee and will receive 50 percent of the net revenue share and the City of
Phoenix will receive the remaining 50 percent.
Annually, the City of Scottsdale will deliver up to 31,200 tons of recyclable materials to
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Contract Term
The one-year term of this IGA will begin on or about July 1, 2024 and conclude on or
about June 30, 2025. Provisions of the IGA include four, one-year options to extend
the agreement.
Financial Impact
The City of Scottsdale will be paying Phoenix to accept recyclables to cover all
expenses associated with proper handling of the materials. If recycle market prices
increase during the term of the agreement Phoenix and Scottsdale would share the
additional revenue at a 50/50 split. Funds for the revenue share payments to the City
of Scottsdale are available in the Public Works Department's budget.
Location
North Gateway Material Recovery Facility, 30205 N. Black Canyon Hwy.
27th Avenue Material Recovery Facility, 3060 S. 27th Ave.
Council Districts: 2 and 7
Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Works
Department.
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Item text
041 - Request for Award (Ordinance S-50917)
Request to authorize the City Manager, or his designee, to enter into a contract with
Otis Elevator Company to provide elevator maintenance at 100 West Washington St.
Building. Further request to authorize the City Controller to disburse all funds related to
this item. The total aggregate amount of the contract will not exceed $900,000.
Summary
The purpose of the contract is to provide elevator maintenance at the 100 West
Washington St. Building for the Public Works Department. The work includes but is not
limited to: maintenance, inspection, lubrication, adjustment of parts, repair or
replacement of parts when deemed necessary, perform safety test, schedule quality
control audits of the elevators, and provide 24-hour dispatching service.
Procurement Information
Per Phoenix City Code section 43-11(D) and the City of Phoenix Administrative
Regulation 3.10, the competitive process was waived because the elevators have
been equipped with Otis Elevator's proprietary equipment, and Otis Elevator is the only
authorized maintenance provider, which is based on their expertise, troubleshooting
capability, parts availability, and engineering support.
Contract Term
The five-year term will begin on or about July 1, 2024, with one five-year option to
extend, for a total contract term of ten years.
Financial Impact
The contract will have an estimated annual expenditure of $90,000, with a total
aggregate amount of $900,000 over the life of the contract. Funds are available in the
Public Works Department Operating budget.
Location
100 West Washington St.
Council District: 7
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Responsible Department
This item is submitted by Deputy City Manager Mario Paniagua and the Public Works
Department.
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Item text
Request to authorize the City Manager, or his designee, to execute an amendment to
Contract 150384 with RW Staffing Solutions, LLC to modify the scope of work and
extend the contract term. Further request to authorize the City Controller to disburse all
funds related to this item. No additional funds are needed; request to continue using
Ordinance S-45738.
Summary
This contract provides temporary Geographic Information System (GIS) staff
augmentation to support the Street Transportation Department's GIS data capture and
quality control program. The GIS Technicians are utilized on an as-needed basis to
perform ongoing maintenance and conversion of non-geocoded application data into
quality-controlled GIS data. The temporary GIS staff also maintain other GIS datasets
on an as-needed basis as business cases arise. The amendment is needed to amend
job descriptions and allow time to develop new contract requirements and complete
projects without an interruption to services. The recruitment and retention of
Information Technology (IT) staff has been a challenge, especially in the midst of hiring
processes and projects. This will also serve to align with the extension Central
Procurement just completed with RW Staffing Solutions, LLC to augment other types
of IT staff.
This item has been reviewed and approved by the Information Technology Services
Department.
Contract Term
Upon approval the contract will be extended through June 30, 2026.
Financial Impact
The aggregate value of the contract will not exceed $3.9 million, and no additional
funds are needed.
Concurrence/Previous Council Action
The City Council previously approved this request:
· GIS Support Services Contract 150384 on June 5, 2019 (Ordinance S-45738).
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Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Street
Transportation Department.
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Item text
4108JOC190 (Ordinance S-50891)
Request to authorize the City Manager, or his designee, to execute an amendment to
Master Agreement 152083 with The Hiller Companies, Inc. to increase the Master
Agreement value by $10 million, to authorize execution of a Job Order Agreement in
an amount not to exceed $4 million for the 27th Avenue Transfer Station Material
Recovery Facility Fire System project, and to authorize execution of a Job Order
Agreement in an amount not to exceed $5 million for the Burton Barr Library Fire
Sprinkler System project. Further request to authorize execution of amendments to the
agreement as necessary within the Council-approved expenditure authority as
provided below, and for the City Controller to disburse all funds related to this item.
The additional fee for services included in this amendment will not exceed $10 million.
Summary
The purpose of the 27th Avenue Transfer Station Material Recovery Facility Fire
System project is to complete the installation of thermo cameras, flame detectors, and
a deluge system, as required by the Phoenix Fire Department.
The purpose of the Burton Barr Library Fire Sprinkler System project is to assess the
overall fire suppression system and replace the portion of the fire sprinkler system that
is at end of life.
This amendment is necessary because use of Job Order Contract construction
services allows the City to address timeline requirements and specialized aspects of
each project. This amendment will provide additional funds to the agreement.
Contract Term
There is no impact to the original Master Agreement term. Work scope identified and
incorporated into the agreement prior to the end of the term may be agreed to by the
parties, and work may extend past the termination of the agreement. No additional
changes may be executed after the end of the term.
Financial Impact
The initial agreement for Fire Sprinkler Job Order Contract Services was approved for
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an amount not to exceed $5 million, including all subcontractor and reimbursable
costs. This amendment will increase the Master Agreement by an additional $10
million, for a new total amount not to exceed $15 million, including all subcontractor
and reimbursable costs.
Funding for this amendment is available in the Public Works Department's Capital
Improvement Program budget. The Budget and Research Department will separately
review and approve funding availability prior to the execution of any amendments.
Payments may be made up to agreement limits for all rendered agreement services,
which may extend past the agreement termination.
Concurrence/Previous Council Action
The City Council approved Fire Sprinkler Job Order Contract Services Master
Agreement 152083 (Ordinance S-46622) on May 20, 2020.
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua and Alan
Stephenson, the Public Works Department and the City Engineer.
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Report
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Item text
PW16810007 (Ordinance S-50903)
Request to authorize the City Manager, or his designee, to accept Yellow Jacket
Drilling Services, LLC as the lowest-priced, responsive and responsible bidder and to
enter into an agreement with Yellow Jacket Drilling Services, LLC for Design-Bid-Build
Services for the State Route 85 Landfill Monitoring Well project. Further request to
authorize the City Controller to disburse all funds related to this item. The fee for
services will not exceed $218,327.
Summary
The purpose of this project is to install a replacement monitoring well at the State
Route 85 Landfill.
Yellow Jacket Drilling Services, LLC ’s services include, but are not limited to:
furnishing of all materials, labor, equipment, transportation, and services for drilling,
constructing, and equipping a monitoring well.
The selection was made using an Invitation for Bids procurement process set forth in
section 34-201 of the Arizona Revised Statutes. Three bids were received on March
26, 2024. A Small Business Enterprise (SBE) goal has been waived for this project due
to a lack of availability of SBE contractors for this type of work.
The Opinion of Probable Cost and the three lowest responsive, responsible bidders
are listed below:
· Opinion of Probable Cost: $387,800
· Yellow Jacket Drilling Services, LLC: $218,327
· Mike's Drilling, LLC: $243,230.80
· K.P. Ventures Well Drilling & Pump Company, LLC: $312,846.59
The bid award amount is within the total budget for this project.
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Contract Term
The term of the agreement is 90 calendar days from issuance of the Notice to
Proceed. Work scope identified and incorporated into the agreement prior to the end of
the term may be agreed to by the parties, and work may extend past the termination of
the agreement. No additional changes may be executed after the end of the term.
Financial Impact
The agreement value for Yellow Jacket Drilling Services, LLC will not exceed
$218,327, including all subcontractor and reimbursable costs.
Funding is available in the Public Works Department's Capital Improvement Program
budget. The Budget and Research Department will separately review and approve
funding availability prior to execution of any amendments. Payments may be made up
to agreement limits for all rendered agreement services, which may extend past the
agreement termination.
Location
28361 W. Patterson Road, Buckeye
Council District: Out of City
Responsible Department
This item is submitted by Deputy City Managers Mario Paniagua and Alan
Stephenson, the Public Works Department and the City Engineer.
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Report
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Item text
Broadband OPCO, LLC (Ordinance S-50921)
Request to authorize the City Manager, or his designee, to execute a nonexclusive
revocable license with Bam Broadband OPCO, LLC to construct, install, operate,
maintain, and use the public highways in the City of Phoenix to provide fiber-optic
facilities in, under, over, and across public rights-of-way in the City, subject to the terms
and conditions contained in the license and Phoenix City Code. Further request that
the Licensee sign the License within 60 days of Council action, or this authorization will
expire.
Summary
Bam Broadband OPCO, LLC desires to install facilities in City of Phoenix rights-of-way
to provide fiber-optic based services to the public. The License will contain appropriate
insurance and indemnification provisions, require a performance bond and security
fund, provide for terms of transfer and revocation, and provide for compensation for
the commercial use of public rights-of-way while permitting the City to manage the
right-of-way.
Contract Term
The License term begins on the date the City Clerk signs the License and expires after
180 days unless automatically renewed for an additional 180-day term as provided by
law.
Financial Impact
There is no cost to the City of Phoenix. Per Phoenix City Code, Licensee will pay an
annual fee based on a percentage of gross revenues.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson, the City Engineer
and the Street Transportation Department.
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Report
Supporting documents
No supporting documents stored.
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Item text
Arizona Limited, Corp. (Ordinance S-50922)
Request to authorize the City Manager, or his designee, to execute a nonexclusive
revocable license with Zoom Tech Arizona Limited, Corp. to construct, install, operate,
maintain, and use the public highways in the City of Phoenix to provide fiber-optic
facilities in, under, over, and across public rights-of-way in the City, subject to the terms
and conditions contained in the license and Phoenix City Code. Further request that
the Licensee sign the License within 60 days of Council action, or this authorization will
expire.
Summary
Zoom Tech Arizona Limited, Corp. desires to install facilities in City of Phoenix rights-of
-way to provide fiber-optic based services to the public. The License will contain
appropriate insurance and indemnification provisions, require a performance bond and
security fund, provide for terms of transfer and revocation, and provide for
compensation for the commercial use of public rights-of-way while permitting the City
to manage the right-of-way.
Contract Term
The License term begins on the date the City Clerk signs the License and expires after
180 days unless automatically renewed for an additional 180-day term as provided by
law.
Financial Impact
There is no cost to the City of Phoenix. Per Phoenix City Code, Licensee will pay an
annual fee based on a percentage of gross revenues.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson, the City Engineer
and the Street Transportation Department.
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Report
Supporting documents
No supporting documents stored.
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Item text
Services - ST85100452 (Ordinance S-50923)
Request to authorize the City Manager, or his designee, to enter into an agreement
with Olsson, Inc. to provide Engineering Services that include design and post-design
services for the Consolidated Rail Infrastructure and Safety Improvements project.
Further request to authorize execution of amendments to the agreement as necessary
within the Council-approved expenditure authority as provided below, and for the City
Controller to disburse all funds related to this item. The fee for services will not exceed
$600,000.
Additionally, request to authorize the City Manager, or his designee, to take all action
as may be necessary or appropriate and to execute all design and construction
agreements, licenses, permits, and requests for utility services related to the
development, design, and construction of the project. Such utility services include, but
are not limited to, electrical, water, sewer, natural gas, telecommunication, cable
television, railroads, and other modes of transportation. Further request the City
Council to grant an exception to Phoenix City Code 42-20 to authorize inclusion in the
documents pertaining to this transaction of indemnification and assumption of liability
provisions that otherwise should be prohibited by Phoenix City Code 42-18. This
authorization excludes any transaction involving an interest in real property.
Summary
The purpose of this project is to support the deployment of safety improvements at two
BNSF-owned railroad grade crossings at the intersections of 43rd Avenue and
Camelback Road, and 19th Avenue and McDowell Road.
Olsson, Inc.’s services include, but are not limited to: design and post-design.
Procurement Information
The selection was made using a qualifications-based selection process set forth in
section 34-603 of the Arizona Revised Statutes (A.R.S.). In accordance with A.R.S.
section 34-603(H), the City may not publicly release information on proposals received
or the scoring results until an agreement is awarded. Two firms submitted proposals
and are listed below.
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Selected Firm
Rank 1: Olsson, Inc.
Additional Proposer
Rank 2: T.Y. Lin International
Contract Term
The term of the agreement is five years from the issuance of the Notice to Proceed.
Work scope identified and incorporated into the agreement prior to the end of the term
may be agreed to by the parties, and work may extend past the termination of the
agreement. No additional changes may be executed after the end of the term.
Financial Impact
The agreement value for Olsson, Inc. will not exceed $600,000, including all
subconsultant and reimbursable costs.
Funding is available in the Street Transportation Department's Capital Improvement
Program. The Budget and Research Department will separately review and approve
funding availability prior to execution of any amendments. Payments may be made up
to agreement limits for all rendered agreement services, which may extend past the
agreement termination.
Location
Intersections of 19th Avenue and McDowell Road, and 43rd Avenue and Camelback
Road
Council Districts: 4, 5 and 7
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson, the Street
Transportation Department and the City Engineer.
Page 280
Report
Supporting documents
No supporting documents stored.
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Item text
Intensity Activated Crosswalk - Engineering Services - ST89330321 (Ordinance S
-50924)
Request to authorize the City Manager, or his designee, to enter into an agreement
with Parsons Transportation Group Inc. to provide Engineering Services that include
assessments, design, creation of any necessary special documents, and post-design
services as needed for the Maricopa Association of Governments Transportation
Alternative Mobility High-Intensity Activated Crosswalk project. Further request to
authorize execution of amendments to the agreement, as necessary within the Council
-approved expenditure authority as provided below, and for the City Controller to
disburse all funds related to this item. The fee for services will not exceed $250,000.
Additionally, request to authorize the City Manager, or his designee, to take all action
as may be necessary or appropriate and to execute all design and construction
agreements, licenses, permits, and requests for utility services related to the
development, design and construction of the project. Such utility services include, but
are not limited to: electrical, water, sewer, natural gas, telecommunication, cable
television, railroads, and other modes of transportation. Further request the City
Council to grant an exception to Phoenix City Code 42-20 to authorize inclusion in the
documents pertaining to this transaction of indemnification and assumption of liability
provisions that otherwise should be prohibited by Phoenix City Code 42-18. This
authorization excludes any transaction involving an interest in real property.
Summary
The purpose of this project is to reduce pedestrian injuries and fatalities by installing a
High-Intensity Activated CrossWalK (HAWK) in high-crash and high-activity areas, as
identified by the City of Phoenix Transportation 2050 Mobility Studies. The HAWK
crossings are intended to improve walkability and connectivity in the identified areas of
need.
Parsons Transportation Group Inc.'s services include, but are not limited to: conducting
meetings and coordination with City staff and other agencies regarding specific
technical aspects of the design; reporting design progress; providing necessary
information to obtain clearances that are part of the federal aid process; performing
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utility coordination; providing construction plans, cost estimates, special provisions,
and technical specifications for Maricopa Association of Governments Transportation
Alternative Mobility HAWKs; and post-design services as needed.
Procurement Information
Parsons Transportation Group Inc. was chosen for this project using a Direct Select
process set forth in section 34-103 of the Arizona Revised Statutes (A.R.S.). The
Direct Select process will reduce the time to procure engineering services as opposed
to an advertised selection process, meeting the project deadline, ensuring continuity,
and the most efficient use of staff and funding resources.
Contract Term
The term of the agreement is five years from the issuance of the Notice to Proceed.
Work scope identified and incorporated into the agreement prior to the end of the term
may be agreed to by the parties, and work may extend past the termination of the
agreement. No additional changes may be executed after the end of the term.
Financial Impact
The agreement value for Parsons Transportation Group Inc. will not exceed $250,000,
including all subconsultant and reimbursable costs.
Funding is available in the Street Transportation Department's Capital Improvement
Program budget. The Budget and Research Department will separately review and
approve funding availability prior to execution of any amendments. Payments may be
made up to agreement limits for all rendered agreement services, which may extend
past the agreement termination.
Location
Arizona Canal (8th Street) and Northern Avenue, 43rd Avenue and Hubble Street, 3rd
Avenue and Buckeye Road, 7th Avenue and Western Canal.
Council Districts: 4, 6 and 8
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson, the Street
Transportation Department and the City Engineer.
Page 282
Report
Supporting documents
No supporting documents stored.
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Item text
Representative Services - CP20100007 and CP20300036 (Ordinance S-50930)
Request to authorize the City Manager, or his designee, to enter into an agreement
with Pfocus, LLC to provide Owner's Representative Services that include review,
evaluation, recommendations and construction oversight for the Herberger Theater
and Symphony Hall Theatrical Improvements project. Further request to authorize
execution of amendments to the agreement as necessary within the Council-approved
expenditure authority as provided below, and for the City Controller to disburse all
funds related to this item. The fee for services will not exceed $500,000.
Additionally, request to authorize the City Manager, or his designee, to take all action
as may be necessary or appropriate and to execute all design and construction
agreements, licenses, permits and requests for utility services related to the
development, design and construction of the project. Such utility services include, but
are not limited to: electrical, water, sewer, natural gas, telecommunication, cable
television, railroads and other modes of transportation. Further request the City
Council to grant an exception to Phoenix City Code 42-20 to authorize inclusion in the
documents pertaining to this transaction of indemnification and assumption of liability
provisions that otherwise should be prohibited by Phoenix City Code 42-18. This
authorization excludes any transaction involving an interest in real property.
Summary
The purpose of this project is to perform theatrical improvements that include audio,
lighting and mechanical upgrades that will occur simultaneously at the Herberger
Theater and Symphony Hall.
Pfocus, LLC’s services include, but are not limited to: acting as Owner's
Representative for Phoenix Convention Center Department (PCCD) to review all
drawings, submittals, and provide feedback; evaluating and inspecting the installations
of all upgrades per designs; providing recommendations to PCCD staff in weekly
meetings on upgrades and installations; and providing construction oversight.
Procurement Information
Pfocus, LLC was chosen for this project using a Direct Select process set forth in
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section 34-103 of the Arizona Revised Statutes. The Direct Select process will reduce
the time to procure professional services as opposed to an advertised selection
process, meeting the project deadline, ensuring continuity, and the most efficient use
of staff and funding resources. With prior experience at the Herberger Theater and
Symphony Hall, Pfocus has extensive knowledge and is familiar with the requirements
and operations of the PCCD theatrical venues. The expertise and experience Pfocus,
LLC can offer is unique and specialized to the operations in theaters and performing
arts.
Contract Term
The term of the agreement is five years from the issuance of the Notice to Proceed.
Work scope identified and incorporated into the agreement prior to the end of the term
may be agreed to by the parties, and work may extend past the termination of the
agreement. No additional changes may be executed after the end of the term.
Financial Impact
The agreement value for Pfocus, LLC will not exceed $500,000, including all
subconsultant and reimbursable costs.
Funding is available in the Phoenix Convention Center Department's Capital
Improvement Program budget. The Budget and Research Department will separately
review and approve funding availability prior to execution of any amendments.
Payments may be made up to agreement limits for all rendered agreement services,
which may extend past the agreement termination.
Location
75 N. 2nd Street, 222 E. Monroe St.
Council District: 7
Responsible Department
This item is submitted by Deputy City Managers John Chan and Alan Stephenson, the
Phoenix Convention Center Department and the City Engineer.
Page 284
Report
Supporting documents
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Item text
Amendment (Ordinance S-50934)
Request to authorize the City Manager, or his designee, to execute an amendment to
Revenue Contract 157713 with Skinny Labs, Inc., dba SPIN to authorize a name
change and entity ownership change to Bird Rides, Inc. dba Pheenix USH, LLC., for
the Shared Micromobility Program. Further request to authorize the City Controller to
disburse all funds related to this item. No additional funds are needed; request to
continue using Ordinance S-49256.
Summary
This contract provides a third party operator for the shared micromobility program
which includes e-scooters, e-bikes, peddle bikes, and adaptive vehicles. The term is
not to exceed five years with the goal to diversify transportation options and enhance
connectivity. The operators provide an approved fleet mix within prescribed boundaries
managed through geofencing technology. The program is offered at no cost to the City
which receives revenues based on ridership with a minimum annual guarantee. The
program's vision and goals includes reducing single-occupancy vehicle use, improving
air quality, increasing transportation access in under served communities, and
ensuring the safety of pedestrians and riders through safe bike infrastructure. Effective
September 2023, Skinny Labs, Inc., dba SPIN became a wholly owned subsidiary of
Bird Rides, Inc. Upon approval, it will continue as a separate operating entity doing
business as Pheenix USH, LLC., with responsibility for all rights, interests, and
obligations to the City. This market has traditionally been unstable, and many
operators have restructured since the City's initial pilot program began in 2019. It is
important for City Council to note that Bird Rides, Inc. dba Pheenix, USH, LLC., is
currently in the midst of its own financial restructuring that the City is closely
monitoring.
Contract Term
Upon approval, the contract term will remain unchanged, ending on Jan. 20, 2025, with
an option to renew through Jan. 20, 2028.
Financial Impact
This is a revenue generating contract only. No funds are needed. Skinny Labs, Inc.,
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dba SPIN is a wholly owned subsidiary of Bird Rides, Inc. effective September 2023
and will remain a separate operating entity doing business as Pheenix USH, LLC.
Concurrence/Previous Council Action
The City Council:
· Approved a Pilot Program extension (Ordinance G-6967) on March 2, 2022;
· Approved issuing a solicitation for operator for a comprehensive Micromobility
program on May 11, 2022; and
· Approved contracts to operate the Shared Micromobility program with Skinny Labs,
LLC., dba SPIN, and Neutron Holdings, Inc. dba LIME (Ordinance S-49256) on
Dec. 14, 2022.
The Transportation, Infrastructure and Planning Subcommittee:
· Recommended approval of the Revenue Contract Solicitation on April 20, 2022, by
a vote of 4-0.
Location
Council Districts: 7 and 8
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Street
Transportation Department.
Page 286
Report
Supporting documents
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Item text
(Ordinance S-50897)
Request to authorize the City Manager, or his designee, to enter into an agreement
with PureOps, LLC to provide Chlorine Valve Actuator Inspections for the Water
Service Department. Further request to authorize the City Controller to disburse all
funds related to this item. The total value of the contract will not exceed $540,446.
Summary
The agreement will provide the Water Services Department (WSD) the ability to
conduct inspections and acquire certifications for chlorine valve actuators (actuators)
which are specialty equipment used on chlorine container valves to automatically shut
off the valves in the event of a chlorine leak. The actuators are used in the Water
Treatment Plants, Wastewater Treatment Plants, and other City of Phoenix facilities.
PureOps, LLC services include, but are not limited to, inspections, testing,
replacement of standard minor parts, preventative maintenance, and certification of
actuators.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of an approved Determination Memo based on the following reason:
Special Circumstances Without Competition. The current agreement will be
terminating due to the company closing for business. WSD currently owns and
operates with Halogen Valve systems actuators. The manufacturer of Halogen Valve
Systems appointed a new authorized provider of the Halogen systems, Pure Ops,
LLC.
Contract Term
The contract will begin on or about July 1, 2024, for a five-year term with no options to
extend.
Financial Impact
The aggregate contract value will not exceed $540,446.
Page 287
Funding is available in the Water Services Department's Operating budget.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the Water
Services Department.
Page 288
Report
Supporting documents
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Item text
50898)
Request to authorize the City Manager, or his designee, to enter into a contract with
Kemira Water Solutions, Inc. to provide ferric chloride for the Water Services
Department. Further request to authorize the City Controller to disburse all funds
related to this item. The total value of the contract will not exceed $200,200,000.
Summary
The agreement will provide ferric chloride on an as-needed basis for the Water
Production and Wastewater Treatment processes. The City of Phoenix requires that all
materials, equipment, supplies, chemicals and/or products that come into contact with
drinking water must conform to the National Sanitation Foundation (NSF) certification
and a certified quality analysis must be performed by an independent third party
laboratory that is certified by the Environmental State Agency (ESA). Ferric Chloride
will be provided by the selected bidder listed below meeting NSF and ESA
requirements.
Procurement Information
The recommendation is made using an Invitation for Bid procurement process in
accordance with City of Phoenix Administrative Regulation 3.10.
One vendor submitted a bid and is listed below. This bid was found to be responsive
and responsible. Following an evaluation based on price, the procurement officer
recommends award to the following vendor:
Selected Bidder
Kemira Water Solutions, Inc., $16,510,900 (per year).
Contract Term
The contract will begin on or about July 1, 2024, for a five-year term with no options to
extend.
Financial Impact
The aggregate contract value will not exceed $200,200,000.
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Funding is available in the Water Services Department Operating budget.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the Water
Services Department.
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Report
Supporting documents
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Item text
Conduct Forest Restoration and Watershed Enhancement Projects (Ordinance S
-50902)
Request to authorize the City Manager, or his designee, to enter into an agreement
with the National Forest Foundation, which has partnered with the City of Phoenix
since 2015 to conduct forest restoration and watershed enhancement projects that
protect the water quality in the Salt and Verde rivers. The aggregate value will not
exceed $2,000,000 over the life of the agreement. Further request authorization for the
City Controller to disburse all funds related to this item.
Summary
The Water Services Department obtains more than half of its raw water supply from
the highly-forested Salt and Verde watershed and its suitable water quality is critical to
the City. Experts advise that in the future, forest fires will ensue over longer seasons,
be larger, and more numerous. These conditions have a high potential to degrade
source water quality and negatively impact the City's water production processes. The
City has partnered with National Forest Foundation (NFF) for more than nine years to
fund projects that improve the sustainability and resiliency of the City's most important
watershed. The current contract expires in May 2024. NFF will help create water
security that supports continued public safety and economic development by designing
and implementing cost-effective and protective Salt-Verde watershed projects. Funds
invested from Phoenix have been involved with NFF as they have won both the
Crescordia and President's award for a sustainability champion from Arizona Forward.
Through the next contract period NFF and Phoenix will continue to work collaboratively
with projects such as sediment reduction, soil stability, fire and flood risk reduction,
hydrologic improvement, riparian restoration and other watershed-based
improvements.
Ongoing and upcoming projects include, but not limited to:
· Function and health of the Lower Salt River;
· Improving erosion conditions of Highline Trail;
· Erosion and sediment mitigation at Oak Creek; and
· Reducing fire risk and post-fire flood impacts to the watershed at Pine Canyon.
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Staff proposes a new 10-year agreement with the National Forest Foundation with a
five-year initial term and a five-year option to extend the agreement. Phoenix's funding
would remain at the current contract level of $200,000 annually for a total aggregate
funding over the 10-year term of the contract of $2,000,000.
Concurrence/Previous Council Action
On Oct. 1, 2021, Council approved the last three-year agreement with NFF. This was
the third agreement since 2015.
· Three-year agreement approved by Council on Sept. 9, 2015 (Contract 141390 -
Ordinance S-41776)
· Three-year agreement approved by Council on Oct. 1, 2018 (Contract 148652 -
Ordinance S-44721)
· Three-year agreement approved by Council on June 2, 2021 (Contract 154736 -
Ordinance S-47633)
Procurement Information
In accordance with Administrative Regulation 3.10, competitive procurement was
waived as a result of a Determination Memo citing NFF has the only congressionally-
chartere partnership with the U.S Forest Service and expertise in projects which
reduce erosion and sedimentation. NFF provides a singular opportunity for the City to
participate in funding projects that lessen wildfire-related impacts which impair near -
and long-term water quality.
Contract Term
The contract term is for 10 years. The initial five-year term will be effective July 1,
2024, through June 30, 2029. There will be a five-year option to extend that will begin
on July 1, 2029.
Financial Impact
The aggregate value of the contract is not to exceed $2,000,000, with annual
expenditures of $200,000. Funding for this contract is available in the Water Services
Department's operating budget Colorado River Resiliency Fund.
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the Water
Services Department.
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Report
Supporting documents
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Item text
WWC-626 - Request for Award (Ordinance S-50914)
Request to authorize the City Manager, or his designee, to enter into contracts with
Professional Pipe Services, Inc., and Wolverine Daylighting, LLC., to provide Sewer
and Storm Drain Cleaning and Inspection Services for the Water Services, Aviation,
and Street Transportation departments. Further request to authorize the City Controller
to disburse all funds related to this item. The total value of the contracts will not exceed
$5,514,000.
Summary
The contracts will provide the cleaning and inspection services of the City's sanitary
sewer system. The purpose of the contracts are to provide scheduled and emergency
cleaning and debris removal of sanitary sewers. The additional services to be provided
on the contracts include the following: Closed-Circuit Television (CCTV) inspections of
small and larger diameter sanitary sewer pipes; manhole inspections; lift station wet
well cleaning; 3D optical scanning of manholes and pipelines; laser/sonar profiling; and
related services.
Procurement Information
An Invitation for Bid procurement was processed in accordance with City of Phoenix
Administrative Regulation 3.10.
Three vendors submitted bids deemed to be responsive to posted specifications and
responsible to provide the required goods and services. Following an evaluation based
on price, the procurement officer recommends award to the following vendors:
Selected Bidders
· Professional Pipe Services, Inc.
· Wolverine Daylighting, LLC
Contract Term
The contracts will begin on or about July 1, 2024, for a five-year term with no options
to extend.
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Financial Impact
The aggregate contracts value will not exceed $5,514,000.
Funding is available in the Water Services, Aviation, and Street Transportation
departments’ Operating budgets.
Responsible Department
This item is submitted by Deputy City Managers Ginger Spencer, Mario Paniagua and
Alan Stephenson, and the Water Services, Aviation and Street Transportation
departments.
Page 294
Report
Supporting documents
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Item text
Award (Ordinance S-50919)
Request to authorize the City Manager, or his designee, to enter into a contract with
Hadronix, Inc. dba SmartCover Systems to provide sewer system flow/level and odor
monitoring, installation, and technical support services. Further request to authorize
the City Controller to disburse all funds related to this item. The total value of the
contract will not exceed $850,000.
Summary
This contract will provide the Water Services Department additional H2S and
SmartLevel/SmartFLOE monitors, continue monitoring H2S levels and flow/level rates
at various City locations, help mitigate odor complaints, supplement field staff reviews,
and enable the City to maintain compliance with EPA mandates.
This item has been reviewed and approved by the Information Technology Services
Department.
Procurement Information
In accordance with Administrative Regulation 3.10, standard competition was waived
as a result of an approved Determination Memo based on the following reason:
Special Circumstances Without Competition. The H2S and SmartLevel/SmartFLOE
monitors are proprietary devices manufactured by SmartCover Systems.
Contract Term
The contract will begin on or about June 1, 2024, for a five-year term with no options to
extend.
Financial Impact
The aggregate value for this contract will not exceed $850,000 for the five-year
aggregate term.
Funding is available in the Water Services Department Capital Improvement Program
budget.
Page 295
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the Water
Services Department.
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Report
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Item text
Services Program Grant for Federal Fiscal Year 2022-23 Funding R23AS00000
(Ordinance S-50920)
Request to retroactively authorize the City Manager, or their designee, to apply for and
accept, and if awarded, enter into an agreement for disbursement of Federal Funding
from the Bureau of Reclamation through Federal Fiscal Year 2022-23 WaterSMART:
Water Conservation Field Services Program. Further request to authorize the City
Treasurer to accept, and the City Controller to disburse, all funds related to this
item.The total grant funds applied for will not exceed $100,000 and the City's local
match will not exceed $1,267,350.
Summary
The Water Services Department (WSD) submitted a grant application to the
Department of Interior, Bureau of Reclamation for a WaterSMART: Water Conservation
Field Services Program grant to fund a project that pertains to water reuse at the Cave
Creek Water Reclamation Plant. If awarded, WSD would utilize grant funds for a
mobile demonstration pilot for Advanced Water Purification at the Cave Creek Water
Reclamation Plant and other locations to better communicate with the public about the
process and benefits of Advanced Purified Water. The grant project period will extend
over two years.
The WaterSMART: Water Conservation Field Services Program grant submittal
deadline was June 1, 2023.
Due to the timing of the deadlines and a shortage of City staff, WSD submitted
applications prior to obtaining City Council approval. If City Council does not approve
this retroactive request, the application will be withdrawn by WSD.
Financial Impact
The estimated total cost for the project is approximately $1,267,350. The maximum
federal participation rate is 50 percent with a minimum local match of 50 percent of the
total eligible project cost. If awarded, the federal grant would not exceed $100,000 and
the City's costs would be approximately $1,167,350 for the local match.
Page 297
Funding for the local match is available in the Water Services Department's Capital
Improvement Program budget. Potential grant funding received is available from the
Bureau of Reclamation through the Federal Fiscal Year 2022-23 WaterSMART: Water
Conservation Field Services Program grant opportunity.
Location
Cave Creek Water Reclamation Plant and other locations.
Council District: 2
Responsible Department
This item is submitted by Deputy City Manager Ginger Spencer and the Water
Services Department.
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Report
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Item text
and Thunderbird Road (Resolution 22212)
Abandonment: 210069
Project: 18-2299
Applicant: John Reddell
Request: To abandon 20-foot right-of-way, adjacent to the southern property lines of
3448 and 3434 W Thunderbird Road.
Date of Hearing: March 10, 2022
Location
Generally located at the northeast corner of 35th Avenue and Thunderbird Avenue
Council District: 1
Financial Impact
A fee was also collected as part of this abandonment in the amount of $5,100.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
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Report
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Item text
and Montebello Avenue (Resolution 22215)
Abandonment: 230023
Project: 09-4501
Applicant: Aubrey Shumaker, Rick Engineering Company
Request: To abandon drainage easements Book 1482, Page 8, recorded with
Maricopa County Recorder.
Date of Hearing: Dec. 27, 2023
Location
Generally located at the northwest corner of 99th Avenue and Montebello Avenue
Council District: 2
Financial Impact
Pursuant to Phoenix City Code Article 5, section 31-64 (e) as the City acknowledges
the public benefit received by the generation of additional revenue from the private tax
rolls and by the elimination of third-party general liability claims against the City,
maintenance expenses, and undesirable traffic patterns, also replatting of the area
with alternate roadways and new development as sufficient and appropriate
consideration in this matter.
None. No fee was required as a part of this easement abandonment, although filing
fees were paid.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
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Report
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Item text
(Resolution 22213)
Abandonment: 220028
Project: 99-4234
Applicant: S.M.G. Investments, LLC
Request: To abandon eight-foot wide public utility easement, only the portion of public
utility easements under the existing building.
Date of Decision: Jan. 19, 2024
Location
Generally located at 1712 and 1728 W Bell Road
Council District: 3
Financial Impact
Pursuant to Phoenix CIty Code Article 5, section 31-64 (e) as the City acknowledges
the public benefit received by the generation of additional revenue from the private tax
rolls and by the elimination of third-party general liability claims against the City,
maintenance expenses, and undesirable traffic patterns, also replatting of the area
with alternate roadways and new development as sufficient and appropriate
consideration in this matter.
None. No fee was required as part of the is easement abandonment, although filing
fees were paid.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 301
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Item text
22214)
Abandonment: 240009
Project: 18-1329
Applicant: Megan Le
Request: To abandon an eight-foot wide public utility easement that is located on
property at 16400 N 19th Ave.
Date of Hearing: April 16, 2024
Location
Generally located at 16400 N 19th Ave.
Council District: 3
Financial Impact
Pursuant to Phoenix City Code Article 5, section 31-64 (e) as the City acknowledges
the public benefit received by the generation of additional revenue from the private tax
rolls and by the elimination of third-party general liability claims against the City,
maintenance expenses, and undesirable traffic patterns, also replatting of the area
with alternate roadways and new development as sufficient and appropriate
consideration in this matter.
None. No fee was required as a part of this abandonment, although filing fees were
paid.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 302
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Item text
and Colter Street (Resolution 22210)
Abandonment: 200566
Project: 94-0000656
Applicant: Ryan House, Richard Mountjoy
Request: To abandon the eight-foot alley located adjacent to Lots 1-6 and Lots 8-11.
Date of Hearing: March 18, 2021
Location
Generally located at the northeast corner of 3rd Avenue and Colter Street
Council District: 4
Financial Impact
A fee was also collected as part of this abandonment in the amount of $1,369.44.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 303
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Item text
East of 38th Street (Resolution 22211)
Abandonment: 220056
Project: 16-1159
Applicant: Harold E. Gries II
Request: To abandon the eight-foot wide alley south of Whitton Avenue, between 38th
Street and 39th Street
Date of Hearing: Jan. 20, 2023
Location
South of Whitton Avenue and East of 38th Street
Council District: 6
Financial Impact
A fee was also collected as part of this abandonment in the amount of $940.40.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 304
Report
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Item text
Hearing Officer Action - PHO-1-24--Z-44-86-1(3) - Approximately 300 Feet West of
the Northwest Corner of 15th Avenue and Peoria Avenue
Request to authorize the City Manager, or his designee, to approve the Planning
Hearing Officer's recommendation without further hearing by the City Council on
matters heard by the Planning Hearing Officer on April 17, 2024. This ratification
requires formal action only.
Summary
Application: PHO-1-24--Z-44-86-1(3)
Existing Zoning: R-3A
Acreage: 1.52
Owner: Benjamin/Corina Covaciu
Applicant/Representative: Han Choi, Kontexture LLC
Proposal:
1. Request to delete Stipulation 1 regarding turnaround for 15th Lane.
2. Request to delete Stipulation 4 regarding the termination of 15th Lane.
VPC Action: The North Mountain Village Planning Committee chose not to review the
case.
PHO Action: The Planning Hearing Officer recommended denial as filed, approval with
a modification.
Location
Approximately 300 feet west of the northwest corner of 15th Avenue and Peoria
Avenue
Council District: 3
Parcel Address: 10612 North 15th Lane
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 305
Attachment A
Stipulations – PHO-1-24—Z-44-86-1(3)
Location: Approximately 300 feet west of the northwest corner of 15th Avenue
and Peoria Avenue
STIPULATIONS:
1. That the property be developed so as to provide a satisfactory turnaround
for 15th Lane and be subject to Development Coordination approval
pursuant to Section 511 of the Zoning Ordinance RIGHT-OF-WAY SHALL
BE DEDICATED AND CONSTRUCTED FOR THE TERMINATION OF
15TH LANE, AS APPROVED BY THE STREET TRANSPORTATION
DEPARTMENT.
2. That perimeter landscaping shall require 24-inch box size shade trees
placed in groupings approved by the Development Coordination Office. A
minimum four-foot block or masonry wall shall be required on the north,
east, and west property lines
3. That all landscape materials shall be of a drought-resistant nature.
4. That a termination for 15th Lane acceptable to the Department of Streets
and Traffic be provided.
Page 306
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Item text
Resort PUD) - Approximately 335 Feet South of the Southwest Corner of the I-10
Freeway and Baseline Road
Request to approve Rezoning Application Z-116-R-81-6 and rezone the site from
various C-2, C-O, R-5, and RH PCD districts (Intermediate Commercial, Commercial
Office - Restricted Commercial, Multifamily Residence District, and Resort District,
Planned Community District) to PUD PCD (Planned Unit Development, Planned
Community District) for a major amendment to the Pointe South Mountain PCD for the
Arizona Grand Resort PUD to allow a mix of uses including multifamily residential,
hotel, restaurants, ballrooms/conference rooms, and various commercial uses.
Summary
Current Zoning: C-2 PCD (Intermediate Commercial, Planned Community District)
(1.58 acres), C-O PCD (Commercial Office - Restricted Commercial, Planned
Community District) (0.47 acres), R-5 PCD (Multifamily Residence District, Planned
Community District) (0.22 acres), PCD SP (Approved C-2 SP PCD) (Planned
Community District, Special Permit, Approved Intermediate Commercial, Special
Permit, Planned Community District) (1.51 acres), PCD (Approved RH M-R PCD)
(Planned Community District, Approved Resort District, Mid-Rise District, Planned
Community District) (9.04 acres), PCD (Approved C-O M-R SP PCD) (Planned
Community District, Approved Commercial Office - Restricted Commercial, Mid-Rise
District, Special Permit, Planned Community District) (10.45 acres), PCD SP (Planned
Community District, Special Permit) (0.04 acres), PCD SP (Approved RH M-R PCD)
(Planned Community District, Special Permit, Approved Resort District, Mid-Rise
District, Planned Community District) (1.85 acres), RH PCD (Resort District, Planned
Community District) (1.62 acres), RH M-R PCD (Resort District, Mid-Rise District,
Planned Community District) (33.15 acres), and RH M-R SP PCD (Resort District, Mid-
Rise District, Special Permit, Planned Community District) (0.77 acres)
Proposed Zoning: PUD PCD
Acreage: 60.70
Proposal: Major Amendment to the Pointe South Mountain PCD for the Arizona Grand
Resort PUD to allow a mix of uses including multifamily residential, hotel, restaurants,
ballrooms/conference rooms, and various commercial uses
Page 307
Owner: AZ Grand Resort, LLC, c/o Jake Gray
Applicant/Representative: Ed Bull, Burch & Cracchiolo, P.A.
Staff Recommendation: Approval, subject to stipulations.
VPC Info: The South Mountain Village Planning Committee heard this item on Oct. 10,
2023, for information only.
VPC Action: The South Mountain Village Planning Committee heard this item on April
9, 2024, and recommended approval, per the staff recommendation, by a vote of 10-0-
1.
PC Action: The Planning Commission heard this item on May 2, 2024, and
recommended approval, per the South Mountain Village Planning Committee, by a
vote of 9-0.
Location
Approximately 335 feet south of the southwest corner of the I-10 Freeway and
Baseline Road
Council District: 6
Parcel Address: 7750 and 8000 S. Arizona Grand Parkway; and 7801 and 8095 S.
Pointe Parkway W.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 308
Attachment A
Arizona Grand Resort PUD, Planned Community District
Z-116-R-81-6
Planning Commission Approved Stipulations from May 2, 2022:
1. An updated Development Narrative for the Arizona Grand Resort PUD reflecting
the changes approved through this request shall be submitted to the Planning
Department within 30 days of City Council approval of this request. The updated
Development Narrative shall be consistent with Development Narrative date
stamped March 28, 2024 as modified by the following stipulations.
a. Front cover: Revise the submittal date information on the bottom to add the
following: City Council adopted: [Add adoption date].
2. For each phase of development, the building elevations and landscape plan for
that phase shall be presented for review and comment to the South Mountain
Village Planning Committee prior to final site plan approval.
3. The Pointe South Mountain/Arizona Grand Master Development Plan and Master
Open Space Plan shall be updated/created to reflect this PCD major amendment
and maintained for each phase of development.
4. The property owner shall record documents that disclose the existence, and
operational characteristics of Phoenix Sky Harbor Airport to future owners or
tenants of the property. The form and content of such documents shall be
according to the templates and instructions provided which have been reviewed
and approved by the City Attorney.
5. The following stipulations shall only apply to new development, as approved by
the Planning and Development Department.
a. Landscaping shall be maintained by permanent and automatic/water
efficient WaterSense labeled irrigation controllers (or similar smart
controller) to minimize maintenance and irrigation water consumption for all
on and offsite landscape irrigation.
b. Pressure regulating sprinkler heads and drip lines shall be utilized in any
turf areas to reduce water waste.
c. Provide a landscape irrigation plan that includes zones to establish the
amount of irrigation to apply based on maturity and type of the landscaping.
Irrigation should be applied efficiently based on the maturity and need for
the vegetation.
Page 309
d. A minimum of two green infrastructure (GI) techniques for stormwater
management shall be implemented per the Greater Phoenix Metro Green
Infrastructure and Low-Impact Development Details for Alternative
Stormwater Management, as approved or modified by the Planning and
Development Department.
e. Prior to final site plan approval, documentation shall be provided that
demonstrates a commitment to participate in the Water Efficiency Checkup
for a minimum of 15 years, or as approved by the Planning and
Development Department.
6. All streets within and adjacent to the development shall be constructed with
paving, curb, gutter, sidewalk, curb ramps, streetlights, median islands,
landscaping and other incidentals, as per plans approved by the Planning and
Development Department. All improvements shall comply with all ADA
accessibility standards.
7. If determined necessary by the Phoenix Archaeology Office, the applicant shall
conduct Phase I data testing and submit an archaeological survey report of the
development area for review and approval by the City Archaeologist prior to
clearing and grubbing, landscape salvage, and/or grading approval.
8. If Phase I data testing is required, and if, upon review of the results from the
Phase I data testing, the City Archaeologist, in consultation with a qualified
archaeologist, determines such data recovery excavations are necessary, the
applicant shall conduct Phase II archaeological data recovery excavations.
9. In the event archaeological materials are encountered during construction, the
developer shall immediately cease all ground-disturbing activities within a 33-foot
radius of the discovery, notify the City Archaeologist, and allow time for the
Archaeology Office to properly assess the materials.
10. Prior to final site plan approval, the landowner shall execute a Proposition 207
waiver of claims form. The waiver shall be recorded with the Maricopa County
Recorder's Office and delivered to the City to be included in the rezoning
application file for record.
Exhibits:
A – Legal Description (5 Pages)
Page 310
EXHIBIT A
October 27, 2023
LEGAL DESCRIPTION FOR
ARIZONA GRAND RESORT
PUD BOUNDARY
That part of South Mountain Resort Properties Amended as recorded in Book 315 of
Maps, Page 30, Records of Maricopa County, Arizona, that part of Beverly Hills as
recorded in Book 14 of Maps, Page 46, Records of Maricopa County, Arizona, that part
of Lot 2 of Pointe at South Mountain Business Park Unit 8 as Recorded in Book 304 of
Maps, Page 9, Records of Maricopa County, Arizona, and all of The Villas at Pointe
South Mountain as recorded in Book 897 of Maps, Page 38, Records of Maricopa
County, Arizona, being situated in Section 6, Township 1 South, Range 4 East, of the
Gila and Salt River Meridian, Maricopa County, Arizona, more particularly described as
follows:
Parcel 1:
Commencing at the Brass Cap in hand hole marking the Northeast Corner of said
Section 5, from which the Brass Cap in hand hole marking the North Quarter Corner of
said Section 5 bears South 89°27'20" West, a distance of 2623.53 feet;
Thence South 89°27'20" West, along the North line of the Northeast Quarter of said
Section 5, a distance of 1714.64 feet;
Thence South 00°32'40" East, departing said North line, a distance of 415.40 feet to a
point on the Westerly right-of-way of Interstate 10, being the Point of Beginning;
Thence along said Westerly right-of-way the following courses:
Thence South 00°10'11" East, a distance of 22.95 feet;
Thence South 05°52'50" East, a distance of 1004.94 feet;
Thence South 00°10'11" East, a distance of 535.19 feet to the beginning of a tangent
curve of 22768.32 foot radius, concave Westerly;
Thence Southerly, along said curve, through a central angle of 00°35'18", a distance of
233.84 feet to the Southeast Corner of Lot 2 of said Villas at Pointe South Mountain;
Thence along the South line of said Lot 2 the following courses:
Thence North 89°34'52" West, departing said Westerly right-of-way, a distance of
135.87 feet;
Thence North 10°16'17" West, a distance of 189.48 feet;
Thence North 86°27'01" West, a distance of 142.75 feet;
Page 311
Thence South 38°26'18" West, a distance of 30.00 feet;
Thence North 56°14'59" West, a distance of 117.55 feet;
Thence South 24°58'33" West, departing said South line, a distance of 287.81 feet;
Thence North 49°37'26" West, a distance of 145.04 feet to a point hereinafter referred
to as Point A;
Thence North 19°38'36" East, a distance of 519.84 feet;
Thence North 19°36'06" East, a distance of 38.42 feet;
Thence North 62°11'27" West, a distance of 130.82 feet;
Thence South 67°18'11" West, a distance of 241.77 feet to the Easternmost Northeast
Corner of Arizona Grand Villas, A Condominium, as recorded in Book 959 of Maps,
Page 6, Records of Maricopa County, Arizona;
Thence along the North line of said Arizona Grand Villas, A Condominium the following
courses:
Thence North 45°00'11" West, a distance of 67.50 feet;
Thence North 90°00'00" West, along said North line, a distance of 190.00 feet to the
Northwest Corner of said Arizona Grand Villas, A Condominium;
Thence along the West line of said Arizona Grand Villas, A Condominium, the following
courses:
Thence South 00°35'48" East, a distance of 207.64 feet;
Thence South 44°15'42" West, a distance of 87.97 feet;
Thence South 68°23'15" West, a distance of 38.61 feet;
Thence South 00°03'10" East, a distance of 119.76 feet to the Southwest Corner of said
Arizona Grand Villas, A Condominium;
Thence along the South line of said Arizona Grand Villas, A Condominium, the following
courses:
Thence North 89°26'16" East, a distance of 56.48 feet;
Thence South 45°47'24" East, a distance of 17.51 feet;
Thence South 90°00'00" East, a distance of 9.76 feet;
Thence South 33°52'01" West, departing said South line, a distance of 332.31 feet to a
point on the Easterly prolongation of the South line of Lot 6 of said Villas at Point South
Mountain;
Thence South 89°37'20" West, along said Easterly prolongation and said South line, a
distance of 405.09 feet to the Southwest Corner of said Lot 6;
Page 312
Thence North 01°06'22" East, along the West line of said Lot 6, a distance of 256.89
feet;
Thence North 89°53'20" West, departing said West line, a distance of 48.80 feet;
Thence North 00°06'40" East, a distance of 706.18 feet;
Thence South 89°26'01" West, a distance of 4.60 feet;
Thence North 00°27'02" West, a distance of 18.58 feet to a point on a 19.42 foot radius
non-tangent curve, whose center bears North 00°33'59" West;
Thence Northeasterly, along said curve, through a central angle of 67°14'31", a distance
of 22.79 feet;
Thence North 22°11'30" East, a distance of 264.35 feet to the beginning of a tangent
curve of 1476.92 foot radius, concave Westerly;
Thence Northerly, along said curve, through a central angle of 08°15'28", a distance of
212.86 feet to the beginning of a tangent reverse curve of 248.08 foot radius, concave
Southeasterly;
Thence Northeasterly, along said curve, through a central angle of 21°56'27", a distance
of 95.00 feet to the beginning of a tangent compound curve of 289.58 foot radius,
concave Southeasterly;
Thence Northeasterly, along said curve, through a central angle of 29°08'38", a distance
of 147.30 feet;
Thence North 19°24'51" West, a distance of 57.56 feet;
Thence North 35°26'31" East, a distance of 45.64 feet;
Thence North 53°48'36" West, a distance of 61.74 feet;
Thence North 35°23'21" East, a distance of 29.12 feet;
Thence North 55°23'04" West, a distance of 42.09 feet;
Thence North 34°53'40" East, a distance of 33.55 feet;
Thence South 57°20'03" East, a distance of 2.96 feet;
Thence North 34°39'08" East, a distance of 66.59 feet;
Thence North 86°07'21" East, a distance of 192.67 feet;
Thence South 52°33'31" East, a distance of 39.69 feet;
Thence South 89°10'23" East, a distance of 29.93 feet;
Thence North 00°32'57" East, a distance of 6.38 feet;
Thence North 00°38'14" West, a distance of 53.21 feet to a point on the South line of
the Highline Canal;
Thence along said South line the following courses:
Page 313
Thence North 85°37'05" East, a distance of 32.61 feet;
Thence North 86°51'04" East, a distance of 31.06 feet;
Thence North 86°02'00" East, a distance of 393.88 feet to a point on a 920.00 foot
radius non-tangent curve, whose center bears South 03°54'25" East;
Thence Easterly, along said curve, through a central angle of 15°43'00", a distance of
252.36 feet;
Thence South 78°11'25" East, a distance of 310.01 feet to the Point of Beginning.
Parcel 1 containing 2,518,751 Square Feet or 57.823 Acres, more or less.
Parcel 2:
Commencing at the aforementioned Point A;
Thence South 00°08'06" West, a distance of 1000.78 feet to a point on the
Southwesterly line of the El Paso Natural Gas Company easement as depicted in
Document Number 1998-0340014 Records of Maricopa County, Arizona, being the
Point of Beginning;
Thence North 89°56'57" East, along said Southwesterly line, a distance of 53.88 feet;
Thence South 21°59'11" East, along said Southwesterly line, a distance of 634.48 feet;
Thence South 76°43'33" East, departing said Southwesterly line, a distance of 99.23
feet;
Thence South 89°22'17" West, a distance of 14.33 feet;
Thence South 35°21'22" West, a distance of 28.08 feet;
Thence North 55°50'40" West, a distance of 60.27 feet;
Thence South 81°41'11" West, a distance of 37.56 feet;
Thence North 83°43'27" West, a distance of 236.49 feet;
Thence South 74°15'12" West, a distance of 20.97 feet;
Thence North 15°44'48" West, a distance of 78.79 feet to the beginning of a tangent
curve of 469.42 foot radius, concave Easterly;
Thence Northerly, along said curve, through a central angle of 24°29'35", a distance of
200.67 feet;
Thence North 07°54'22" East, a distance of 151.10 feet to the beginning of a tangent
curve of 530.58 foot radius, concave Westerly;
Page 314
Thence Northerly, along said curve, through a central angle of 17°29'16", a distance of
161.94 feet to the Point of Beginning.
Parcel 2 containing 108,146 Square Feet or 2.483 Acres, more or less.
The total containing 2,626,897 Square Feet or 60.305 Acres, more or less.
Page 315
Page 316
Report
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Item text
13-7 - Approximately 1320 Feet South of the Southwest Corner of 59th Avenue
and Lower Buckeye Road (Ordinance G-7263)
Request to authorize the City Manager, or his designee, to approve the Planning
Hearing Officer's recommendation without further hearing by the City Council on
matters heard by the Planning Hearing Officer on April 17, 2024.
Summary
Application: PHO-2-24--Z-62-13-7
Existing Zoning: A-1
Acreage: 9.77
Owner: Phoenix Jones Partners, LLC
Applicant/Representative: Michael S. Buschbacher, II AICP, Earl & Curley, P.C.
Proposal:
1. Request to modify Stipulation 1 regarding general conformance with the site plan
and landscape plans date stamped Sept. 20, 2017.
2. Request to modify Stipulation 2 regarding Commerce Park/General Commerce Park
Development Standards along the east property line.
3. Technical Correction to Stipulation 8.
VPC Action: The Estrella Village Planning Committee heard this request on April 16,
2024, and recommended approval, by a vote of 9-0.
PHO Action: The Planning Hearing Officer recommended approval with modifications
and additional stipulations.
Location
Approximately 1320 feet south of the southwest corner of 59th Avenue and Lower
Buckeye Road
Council District: 7
Parcel Address: 3500 S. 59th Ave.
Page 317
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 318
ATTACHMENT A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED ORDINANCE
ORDINANCE G-
AN ORDINANCE AMENDING THE STIPULATIONS APPLICABLE TO
REZONING APPLICATION Z-62-13-7 PREVIOUSLY APPROVED BY
ORDINANCE G-6419.
____________
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF PHOENIX, as
follows:
SECTION 1. The zoning stipulations applicable located approximately
1320 feet south of the southwest corner of 59th Avenue and Lower Buckeye Road in
a portion of Section 19, Township 1 North, Range 2 East, as described more
specifically in Attachment “A”, are hereby modified to read as set forth below.
STIPULATIONS:
1. The development shall be in general conformance with the site plan and
landscape plans date stamped FEBRUARY 23, 2024 September 20, 2017,
as approved by the Planning and Development Department.
2. A minimum 75-foot landscape setback shall be provided along the south
property lines and shall utilize the Commerce Park/General Commerce Park
landscape standards for plant types, quantity and spacing, as approved by
the Planning and Development Department.
3. Commerce Park/General Commerce Park Development standards shall be
provided along the east property line, WITH THE EAST PROPERTY LINE
BEING DEEMED AN INTERIOR LOT LINE ON A STREET, as approved by
the Planning and Development Department.
4. A minimum 125-foot building setback shall be provided along the south
property line, as approved by the Planning and Development Department.
Page 319
5. Building height shall be limited to a maximum of 48 feet within 150 feet of
the south property line, as approved by the Planning and Development
Department.
6. Outdoor storage shall not be permitted within 250 feet of the south and west
property lines, except for the trailer storage shall not be located closer than
200 feet, as approved by the Planning and Development Department.
7. Submit amended Traffic Impact Study Analysis updated to proposed
development use. Additional improvements may be stipulated based upon
study findings.
8. Right-of-way totaling 45 55 feet AND A 10-FOOT-WIDE SIDEWALK
EASEMENT WITH AN 8-FOOT-WIDE SIDEWALK shall be dedicated AND
CONSTRUCTED for the west half of 59th Avenue. Provide curb, gutter,
paving, sidewalk, curb ramps, streetlights, landscaping, and incidentals for
the length of the project.
9. THE DEVELOPER SHALL CONSTRUCT A BUS STOP PAD THAT
CONFORMS WITH STANDARD DETAIL P1260 ON THE NORTHEAST
CORNER OF THE SITE ON SOUTHBOUND 59TH AVENUE.
10. The developer shall update all existing off-site street improvements
9. (sidewalks, curb ramps and driveways) to current ADA guidelines.
11. Complete a Red Border Letter to notify ADOT of development adjacent to its
10. freeway corridor and submit it to the Street Transportation Department with a
copy to the Traffic Engineer and Civil Plans Reviewer.
12. Provide underground street light circuits, poles and fixtures on all public
11. streets in locations approved by the Street Transportation Department.
Submit one copy of the approved site plan with three copies of the streetlight
plans to the 2nd floor of City Hall to be routed to Street Lighting Section
reviewer.
13. The developer shall construct all streets within and adjacent to the
12. development with paving, curb, gutter, setback sidewalk, curb ramps,
streetlights, landscape and other incidentals as per plans approved by the
Planning and Development Department. All improvements shall comply with
all ADA accessibility standards.
14. In the event archaeological materials are encountered during construction,
13. the developer shall immediately cease all ground disturbing activities within a
33-foot radius of the discovery, notify the City Archaeologist, and allow time
for the Archaeology Office to properly assess the materials.
Page 320
SECTION 2. Due to the site’s specific physical conditions and the use
district granted pursuant to Ordinance G-6419 this portion of the rezoning is now
subject to the stipulations approved pursuant to Ordinance G-6419 and as modified in
Section 1 of this Ordinance. Any violation of the stipulation is a violation of the City of
Phoenix Zoning Ordinance. Building permits shall not be issued for the subject site
until all the stipulations have been met.
SECTION 3. If any section, subsection, sentence, clause, phrase or
portion of this ordinance is for any reason held to be invalid or unconstitutional by the
decision of any court of competent jurisdiction, such decision shall not affect the
validity of the remaining portions hereof.
PASSED by the Council of the City of Phoenix this 29th day of May 2024.
________________________________
MAYOR
ATTEST:
_________________________
Denise Archibald, City Clerk
APPROVED AS TO FORM:
Julie M. Kriegh, City Attorney
By:
_________________________
_________________________
REVIEWED BY:
Page 321
_________________________
Jeffrey Barton, City Manager
Exhibits:
A - Legal Description (1 Page)
B - Ordinance Location Map (1 Page)
Page 322
EXHIBIT A
LEGAL DESCRIPTION FOR PHO-2-24--Z-62-13-7
THE LAND REFERED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF
MARICOPA, STATE OF ARIZONA AND IS DESCRIBED AS FOLLOWS:
DESCRIPTION OF A 8.897 ACRE PARCEL OF LAND LOCATED IN THE
NORTHEAST 1/ 4 OF SECTION 19, TOWNSHIP 1 NORTH, RANGE 2 EAST, OF THE
GILA AND SALT RIVER BASE AND MERIDAN, ~L\RICOPA COUNTY, ARIZONA
DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT, SAID POINT BEING THE BRASS CAP IN HAND HOLE
AT THE Ei\ST QUARTER CORNER OF SAID SECTION 19, FROM WHICH THE
NORTHEAST SECTION CORNER BEARS NORTH 00 DEGREES 09 MINU'TES 18
SECONDS EAST A DIST~A.NCE OF 2640.74 FEET;
THENCE LEAVING SAID CORNER NORTH 88 DEGREES 35 MINUTES 33
SECONDS WEST 33.01 FEET ALONG THE EAST-WEST MID-SECTION LINE TO A
FOUND REBAR WITH CAP.AT THE WESTERLY RIGHT OF WAY 59m AVE BEING
THE TRUE POINT OF BEGINNING FOR THE PARCEL DESCRIBED HEREIN;
THENCE LEAVING SAID RIGHT OF WAY LINE CON11NUING ALONG EASTWEST
MID-SECTION LINE NORTH 88 DEGREES 35 MINUTES 33 SECONDS WEST,
329.08 FEET;
THENCE NORTH 00 DEGREES 09 MINUTES 18 SECONDS EA.ST, 1177.83 FEET;
THENCE SOUTH 88 DEGREES 39 MINUTES 02 SECONDS EAST, 329.07 FEET TO
A POINT ON THE SAID WESTERLY RIGHT OF WAY LINE;
THENCE CONTINUING. ALONG SAID RIGHT OF WAY LINE, SOUTH 00 DEGREES
09 MINUTES 18 SECONDS WEST, 1178.16 FEET TO THE POINT OF BEGINNING.
Page 323
Page 324
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Item text
Rezoning Application Z-117-23-7 - Approximately 450 Feet North of the Northeast
Corner of 7th Avenue and Van Buren Street (Ordinance G-7254)
Request to hold a public hearing on a proposal to amend the Phoenix Zoning
Ordinance, Section 601, the Zoning Map of the City of Phoenix, and adopting
Rezoning Application Z-117-23-7 to rezone the site from DTC-Van Buren (Downtown
Code, Van Buren Character Area) to DTC-Van Buren HP (Downtown Code, Van Buren
Character Area, Historic Preservation Overlay) to allow for a Historic Preservation
Overlay for the Phoenix Laundry & Dry Cleaning Company.
Summary
Current Zoning: DTC-Van Buren
Proposed Zoning: DTC-Van Buren HP
Acreage: 1.31
Proposal: Historic Preservation Overlay for the Phoenix Laundry & Dry Cleaning
Company
Owner: Milum Textile Services Co.
Applicant: City of Phoenix, Historic Preservation Commission
Representative: Kevin Weight, City of Phoenix, Historic Preservation Office
Staff Recommendation: Approval of the Historic Preservation Overlay
HPC Action: The Historic Preservation Commission heard this item on Feb. 12, 2024,
and recommended approval, per the staff recommendation, by a vote of 7-0.
VPC Action: The Central City Village Planning Committee heard this item on March 11,
2024, and recommended approval, per the staff recommendation, by a vote of 7-6.
PC Action: The Planning Commission heard this item on April 4, 2024, and
recommended denial, by a vote of 4-3-1.
The Planning Commission recommendation was appealed by a community member
on April 11, 2024.
Location
Approximately 450 feet north of the northeast corner of 7th Avenue and Van Buren
Page 325
Street
Council District: 7
Parcel Address: 333 and 337 N. 7th Ave.
Responsible Department
This item is submitted by Deputy City Manager Alan Stephenson and the Planning and
Development Department.
Page 326
ATTACHMENT A
THIS IS A DRAFT COPY ONLY AND IS NOT AN OFFICIAL COPY OF THE FINAL,
ADOPTED ORDINANCE
ORDINANCE G-
AN ORDINANCE AMENDING THE ZONING DISTRICT MAP
ADOPTED PURSUANT TO SECTION 601 OF THE CITY OF
PHOENIX ZONING ORDINANCE BY CHANGING THE ZONING
DISTRICT CLASSIFICATION FOR THE PARCEL DESCRIBED
HEREIN (CASE Z-117-23-7) FROM DTC-VAN BUREN
(DOWNTOWN CODE, VAN BUREN CHARACTER AREA) TO
DTC-VAN BUREN HP (DOWNTOWN CODE, VAN BUREN
CHARACTER AREA, HISTORIC PRESERVATION OVERLAY).
____________
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF PHOENIX, as
follows:
SECTION 1. The zoning of a 1.31-acre site located approximately 450 feet
north of the northeast corner of 7th Avenue and Van Buren Street in a portion of Section
5, Township 1 North, Range 3 East, as described more specifically in Exhibit “A,” is
hereby changed from “DTC-Van Buren” (Downtown Code, Van Buren Character Area)
to “DTC-Van Buren HP” (Downtown Code, Van Buren Character Area, Historic
Preservation Overlay).
SECTION 2. The Planning and Development Director is instructed to
modify the Zoning Map of the City of Phoenix to reflect this use district classification
change as shown in Exhibit “B.”
Page 327
SECTION 3. If any section, subsection, sentence, clause, phrase or
portion of this ordinance is for any reason held to be invalid or unconstitutional by the
decision of any court of competent jurisdiction, such decision shall not affect the validity
of the remaining portions hereof.
PASSED by the Council of the City of Phoenix this 1st day of May, 2024.
________________________________
MAYOR
ATTEST:
_________________________
Denise Archibald, City Clerk
APPROVED AS TO FORM:
Julie M. Kriegh, City Attorney
By:
_________________________
_________________________
REVIEWED BY:
_________________________
Jeffrey Barton, City Manager
Exhibits:
A – Legal Description (1 Page)
B – Ordinance Location Map (1 Page)
Page 328
EXHIBIT A
LEGAL DESCRIPTION FOR Z-117-23-7
WITHIN A PORTION OF SECTION 5, TOWNSHIP 1 NORTH, RANGE 3 EAST OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL #1:
LOTS 12-16, 20-25 AND TRACTS A & B OF LAMBERT & LANGLEY SUBDIVISION,
AS RECORDED IN BOOK 8 OF MAPS, PAGE 45, RECORDS OF MARICOPA
COUNTY, ARIZONA
EXCEPT THE NORTH 40 FEET AND SOUTH 75 FEET OF TRACT A.
PARCEL #2:
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 5, TOWNSHIP 1
NORTH, RANGE 3 EAST, OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MARICOPA COUNTY, ARIZONA, MEASURING 40 FEET IN WIDTH AND 137.5 FEET
IN LENGTH, LYING IN BETWEEN LOTS 16 AND 17 OF LAMBERT & LANGLEY
SUBDIVISION, AS RECORDED IN BOOK 8 OF MAPS, PAGE 45, RECORDS OF
MARICOPA COUNTY, ARIZONA.
Page 329
Page 330
Staff Report: Z-117-23-7
February 7, 2024
INTRODUCTION
Z-117-23-7 is a request to establish Historic Preservation (HP) overlay zoning for the
property located approximately 450 feet north of the northeast corner of 7th Avenue and
Van Buren Street [333-337 North 7th Avenue, a.k.a. 332-334 North 6th Avenue], known
historically as Phoenix Laundry & Dry Cleaning (a.k.a. Milum Textile Services). Maps
and photos of the subject property are attached.
STAFF RECOMMENDATION
Staff recommends that rezoning request Z-117-23-7 be approved but notes the property
owners are opposed to the request.
BACKGROUND
The subject property was first recommended eligible for historic designation in 1984 as
part of the Historic Phoenix Commercial Properties Survey commissioned by the Junior
League of Phoenix, Inc., and conducted by Janus Associates, Inc. It is not currently
listed on the National Register of Historic Places.
In October 2023, the property owners, Craig & Marilyn Milum of Milum Textile Services,
submitted a request to demolish the subject property. Because the property was
commercial and over 50 years old (as well as historically eligible and in the Downtown
Code area), the request was subject to a 30-day hold, which started on October 31,
2023. During the 30-day period, HP staff researched the property and confirmed it was
eligible for HP zoning, concurring with the previous recommendation of eligibility from
1984.
On November 20, 2023, prior to the expiration of the 30-day hold, the HP Commission
initiated HP zoning for the northern portion of the property. The Commission agreed to
exclude the southern portion of the property, in order to allow redevelopment on that
part of the site. This action was approved by a 4-1 vote.
Once the HP zoning was initiated, the HP Officer revisited the demolition requests
under Section 806 of the Zoning Ordinance and denied them, since the property was
deemed to have historic value. A hearing was then scheduled, per Section 806.E.3 of
the Zoning Ordinance, to allow the applicant to dispute the historic eligibility of the
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Staff Report: Z-117-23-7
February 7, 2024
property or to establish that an economic hardship exists. The HP Hearing Officer
heard the case on December 8, 2023, and denied the demolition requests, finding that
the applicant had failed to establish that the property was ineligible or that an economic
hardship existed.
The property owners appealed the HP Hearing Officer’s decision, and the case went to
the HP Commission on January 8, 2024, with the Commission upholding the hearing
officer’s decision by an 8-0 vote. The following day, the owners filed an appeal for the
February 21, 2024.
Meanwhile, this HP zoning case is moving forward on a parallel track. The post-
application meeting took place on January 10, 2024, and hearings and meetings before
the HP Commission, Central City Village Planning Committee, Planning Commission,
and City Council are scheduled for February 12, 2024, March 11, 2024, April 4, 2024,
and May 1, 2024, respectively.
PROPERTY DESCRIPTION & HISTORY
The subject property (as initiated for HP zoning) consists of one parcel in its entirety
(111-41-028) and portions of two other parcels (111-41-024C and 111-41-029). The
gross acreage for the property is 1.31 acres. The property owned by Milum Textile
Services extends further to the south and includes 12 more parcels with additional
structures slated for demolition, but the southern portion of the property was not initiated
for HP zoning.
Within the proposed HP overlay is a single building that fronts both 6th and 7th Avenues.
It has an irregular plan and varies from one to two stories in height. The entire building
is painted brick, with a roof that is generally flat, although there are two vaulted sections
with wood lamella roofs. The primary façade, which faces 7th Avenue, is designed in
the Streamlined Modern style, while the east façade is representative of early 20th-
century brick commercial architecture.
The building was originally constructed in 1924 by A.H. & G.H. Lawrence as Phoenix
Laundry & Dry Cleaning Company, which occupied the site since 1909. However, the
1924 building was almost entirely rebuilt in 1935 following a devastating fire at the site.
Portions of the original 1924 exterior walls are extant, and the interior layout is similar to
the original 1924 layout. The rebuilt facilities incorporated new wood lamella roofs—a
roughly 3,000 sq. ft. roof on the 7th Avenue side of the building, and an approximately
10,000 sq. ft. roof on the 6th Avenue side.
Boyd Milum purchased Phoenix Laundry & Dry Cleaning Company in 1956 and founded
Milum Textile Services, which first appeared in Phoenix city directories in 1974. Milum
Textile Services provided textile cleaning services to medical facilities and restaurants.
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Staff Report: Z-117-23-7
February 7, 2024
Boyd’s son, Craig Milum, took over as president of the company in 1985 and is the
current owner of the property, along with his wife, Marilyn. Milum Textile Services
remained in operation until 2020.
Over the years, several improvements have been made to the property. Permit records
show a concrete block addition in 1937, a new show window in 1939, and a brick
addition in 1941. Awnings and canopies were installed in 1939, 1949, and 1954. It is
unclear when the addition to the north was constructed or when the second vertical
element at the front of the building was added, but they are present in a 1957 oblique
aerial. The inventory form photo from the 1984 Historic Phoenix Commercial Properties
Survey shows a canopy at the front of the building, which has since been removed, and
an infilled window at the north end of the original building, which remains filled in today.
ELIGIBILITY CRITERIA
The eligibility criteria for HP overlay zoning and listing on the PHPR are set forth in
Section 807.D of the City of Phoenix Zoning Ordinance. To qualify, a property must
demonstrate significance in local, regional, state, or national history, architecture,
archaeology, engineering, or culture, according to one or more of the following criteria:
A. The property is associated with the events that have made a significant
contribution to the broad pattern of our history;
B. The property is associated with the lives of persons significant in our past;
C. The property embodies the distinctive characteristics of a type, period, or method
of construction, represents the work of a master, possesses high artistic values,
or represents a significant and distinguishable entity whose components may
lack individual distinction; or
D. The property has yielded or may likely yield information integral to the
understanding of our prehistory or history.
In addition to the significance requirement, the property must also be at least 50 years
old or have achieved significance within the past 50 years if it is of exceptional
importance. The property must also possess sufficient integrity of location, design,
setting, materials, workmanship, feeling, and association to convey its significance.
EVALUATION
In this case, the Phoenix Dry Cleaning & Laundry property qualifies for historic
designation under Criteria A and C. It is significant for its association with commercial
development in early Phoenix and for its architectural style and method of construction.
It is an excellent representation of the property type “New Deal Era Industrial
Architecture, 1933-1942” set forth in the historic context report Commerce in Phoenix,
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Staff Report: Z-117-23-7
February 7, 2024
1870-1942, prepared by Janus Associates, Inc. for the Arizona State Historic
Preservation Office. The following information is taken from the historic context report:
As the economy of Phoenix slowly recovered from the Depression during
the latter half of the 1930s, new businesses and industries related to rail
transportation increased.
While the number of new businesses rose significantly, especially at the
end of the decade, the number of buildings constructed was comparatively
small. Many businesses occupied subdivided portions of earlier
warehouses and industrial buildings. This is particularly true of produce-
related wholesale and shipping businesses.
The physical characteristics of industrial architecture from this period are
distinguished by their design, use of building materials, and location.
Masonry included brick, hollow clay tile, and the newest material, concrete
block. Walls were rarely stuccoed, instead painted surfaces were
common. Steel truss roof systems almost completely replaced the use of
wood trusses, and sheet metal, either corrugated or crimped, was the
dominant roof sheathing.
Cast-in-place concrete continued to be used as a structural system,
primarily as columns and beams. Experiments with pre-cast wall panels
were rare but can be found.
The designs for the industrial architecture of the 1930s and early 1940s
were distinctively progressive. The buildings no longer reflected the
eclectic period images popular in the 1920s. Rather, their designs were
based on the concepts of modernism that dominated the era. Modernistic
and Streamlined Moderne Styles were most frequently used, with simple,
smooth walls and facades, punctuated by groupings of steel casement
windows. If no reference was made to the contemporary styles, the
designs were utilitarian. The location of warehouses and other industrial
buildings of the period is another distinguishing characteristic. Some
buildings were built as infill in the already dense warehouse district
between 5th Avenue and 5th Street. The majority, however, were located
on the fringes of the district and along outlying major thoroughfares. The
New Deal Era buildings can be found outside of the original townsite
boundaries along Jefferson, Buchanan, and Lincoln Streets, as well as
north and south 7th and 19th Avenues.
Interestingly, the Commerce in Phoenix, 1870-1942 report lists eight examples of this
property type, including the subject property. However, only two of the eight examples
remain intact today.
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Staff Report: Z-117-23-7
February 7, 2024
The Phoenix Dry Cleaning & Laundry building is also significant for its use of two
separate lamella roofs. The following is an overview of lamella roof construction:
Lamella roof construction had a relatively short life. It began with Friedrich Reinhart
Baltasar Zollinger, who was Town Building Advisor at Merseburg, Germany from 1918
to 1932. It was widely adopted in both its timber and steel form, but by the 1950s it had
effectively become history.
At Merseburg in 1918 Zollinger was faced with a crisis in house building. No houses
had been built during World War I, and the area saw the arrival of thousands of new
laborers for the new ammonia works and the coal mines. In 1922 Zollinger planned a
new town area and founded the Merseburg Building Company, which constructed 1,250
residences. The residences were built using the “Zollbau Lammellen Dach” (timber
lamella), for which on October 3, 1921, he had applied for a patent in Germany.
This construction method, as stated by the American Institute of Timber Construction,
comprises:
A roof frame consisting of a series of intersecting skewed arches, made
up of relatively short members, called lamellas, fastened together at an
angle so that each is intersected by two similar adjacent members at its
midpoint, forming a network of interlocking diamonds. This network of
lamellas forms a structure of mutually braced and stiffened units, arching
over the structure between supports; with the sheathing it forms a
diaphragm for resistance to vertical and lateral loads.
Lamella roofs proved beneficial for their ability to span great distances without requiring
obstructive supports in the form of columns or trusses. They also allowed for the
advantageous use of short lengths of wood in their construction. Because the system
relied on a great number of small elements, generally mass-produced, rather than a few
large ones, assembly could be accomplished through simple hand-and-tool techniques,
such as bolting.
In November 1924, German engineer Hugo Junkers applied for his own lamella patent.
Junkers’ patent was for lamella roof construction utilizing steel elements arranged in a
network of triangles rather than diamonds. A year later, Junkers also applied for a
patent in England.
In 1925, the technology was introduced to the United States and, as in Europe, it was
governed by a proprietary system. Holding the United States patent was the Lamella
Roof Syndicate in New York City. Two firms sharing the name Roof Structures, Inc.,
though unrelated, were major lamella promoters located in New York City and St. Louis,
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Staff Report: Z-117-23-7
February 7, 2024
while Summerbell Roof Structures, of Los Angeles, and Timber Structures, Inc., of
Portland, Oregon, were the primary distributors on the West Coast.
Between 1925 and 1942, lamella roofs appeared in many different types of buildings,
including hangars, factories, garages, ice rinks, sports arenas, and market halls. The
system would become widely used in Europe, America, and elsewhere for arched roofs.
One of the most remarkable buildings in the United States constructed with a lamella
roof was the St. Louis Arena, which opened in 1929. The architect for the project was
Gustav R. Kiewit, with the Boaz-Kiel Construction Company as general contractor.
Kiewit’s design called for a lamella roof upheld by 20 cantilevered steel trusses. The
lamella design consisted of Douglas fir ribs, 3.75 inches thick, 17.5 inches wide, and 15
feet long, fitted together diagonally giving the appearance of fish scales. The huge
structure was completed in just over a year. At 476 feet long and 276 feet wide, it was,
next to Madison Square Garden, the largest indoor entertainment space in the country.
The arena was demolished in 1999.
The Ralph’s Grocery Company chain began using lamella construction as early as 1929
and would continue to incorporate that construction method into their new buildings in
southern California through at least the early 1940s. The Los Angeles Times reported
on the advantageous nature of Lamella construction in a 1939 article describing Ralph’s
newest market:
One of the most unusual architectural features in the new Ralph’s market,
and one that has proven its worth in other Ralph’s outlets, is the Lamella
trussless roof which eliminates both view-obstructing columns and
unsightly trusses. Its high-arched character makes for greater clearance
and imparts an air of roominess to the interior. Secret of this novel roof
construction is the diamond-shaped bracing formed of short lengths of
lumber so arranged as to brace each other against forces from any
direction. These roofs are said to be unusually resistant to wind and
earthquake stresses. Nearly all Ralph’s markets incorporate this type of
roof construction.
A 1931 article appearing in Architect & Engineer stated that hundreds of timber-framed
lamella roofs had already been built in the United States. It further stated that this type
of construction was highly economical, offering “a remarkably low fire hazard, damaged
members being easily replaced.”
Steel-framed lamella construction was also utilized in the United States. The first
structure to incorporate a steel-framed lamella roof on the West Coast was a warehouse
for the Coca-Cola Bottling Works in Los Angeles, debuting just five years after timber-
framed lamella was first used in the area. While lamella construction utilizing steel had
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Staff Report: Z-117-23-7
February 7, 2024
advantages over timber, namely in fireproofing, the steel shortage brought about by
World War II increasingly stimulated the use of lamella construction in wood.
However, in the years following World War II, the wooden lamella technology was no
longer utilized. A more versatile technology was glued laminated timber, which
according to architectural historian Andreas Jordahl Rhude, “may have helped to ease
lamella into the extinct genre.” And improving upon steel-framed lamella construction
was the geodesic dome, patented by R. Buckminster Fuller in 1947.
Constructed in 1935, the lamella roofs at the Phoenix Laundry & Dry Cleaning building
were among the earliest in Arizona. They predate the Cattle Barns (1936) and
Agricultural Building (1938) at the Arizona State Fairgrounds, and the gymnasium at
Chandler High School (1939), which also utilize lamella roofs and are the only such
structures remaining in Maricopa County. According to the Arizona State Historic
Preservation Office, only one other similar building is known to exist in Arizona (in
Kingman), making these structures significant at the state level.
Despite the aforementioned changes, the property retains a relatively high degree of
historic integrity, still resembling its 1930s appearance. It remains sufficiently intact to
convey both its historical and architectural significance.
BOUNDARY JUSTIFICATION
Section 807.E states that, when applying the evaluation criteria in Section 807.D, the
boundaries of a historic district should be drawn as carefully as possible to ensure that:
1. The district contains documented historic, architectural, archaeological, or natural
resources;
2. The district boundaries coincide with documented historic boundaries such as
early roadways, canals, subdivision plats or property lines;
3. Other district boundaries coincide with logical physical or manmade features and
reflect recognized neighborhood or area boundaries; and
4. Other non-historic resources or vacant land is included where necessary to
create appropriate boundaries to assist in meeting the criteria in Section 807.D.
The proposed HP zoning boundary encompasses 1.31 gross acres. As mentioned
previously, only the northern portion with the rebuilt 1935 building has been included in
the proposed boundary, with the southern portion excluded to allow redevelopment on
that part of the site. The proposed boundary contains the documented historic building
and follows parcel lines and street monument lines as much as possible. It also
includes the adjacent portion of the right way, as is customary in rezoning cases.
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Staff Report: Z-117-23-7
February 7, 2024
OWNER OPPOSITION
The property owners have not signed an Ownership Authorization Form or Waiver of
Claims under Proposition 207 for this rezoning case and have stated their opposition to
the proposed HP zoning, as it would delay their demolition of the property by an
additional year. They have further stated that they plan to file a claim for loss of value
under Proposition 207 if the HP zoning is approved.
CONCLUSION
The rezoning request Z-117-23-7 to establish HP overlay zoning for the subject property
should be approved for the following reasons:
1. The property meets the significance, age, and integrity requirements for HP
overlay zoning set forth in Section 807.D of the Zoning Ordinance; and
2. The proposed boundaries meet the eligibility criteria outlined in Section 807.E.
However, the owners’ opposition to the case and their stated intention to file a
Proposition 207 claim if it is approved may have financial impact to the City.
Writer
K. Weight
2/7/24
Team Leader
H. Ruter
Attachments:
Sketch Maps (2 pages)
Aerial Photo (1 page)
Historic Property Inventory Form (2 pages)
Historic Newspaper Articles and Photos (4 pages)
Site Photos (2 pages)
Page 338
C-3 CMOD
ACOD *
Z-92-17 DTC-Van Buren *
Z-1-10
TAYLOR ST
POLK ST
C-3
C-3 HP* DTC-
Z-12-12
Van Buren
HP
Z-51-22
VAN BUREN ST
I
Miles
Z-117-23
MC DOWELL RD
I - 10
VAN BUREN ST
0.03 0.015 0 0.03 JEFFERSON ST
CENTRAL CITY VILLAGE BUCKEYE RD
CITY COUNCIL DISTRICT: 7 I - 17
LOWER BUCKEYE RD
APPLICANT'S NAME: REQUESTED CHANGE:
DTC-Van Buren ( 1.31 a.c.)
APPLICATION NO. DATE:
12/20/2023
Z-117-23 REVISION DATES:
GROSS AREA INCLUDING 1/2 STREET
AND ALLEY DEDICATION IS APPROX.
AERIAL PHOTO & ZONING MAP
QUARTER SEC. NO.
1.31 Acres QS 11-27 F-8 TO: DTC-Van Buren HP ( 1.31 a.c.)
MULTIPLES PERMITTED CONVENTIONAL OPTION * UNITS P.R.D. OPTION
DTC-Van Buren 285 N/A
DTC-Van Buren HP 285 N/A
* Maximum Units Allowed with P.R.D. Bonus
Document Path: S:\Department Share\Information Systems\PL GIS\IS_Team\Core_Functions\Zoning\sketch_maps\2023\Z-117-23.mxd
Page 339
I
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Phoenix Laundry & Dry Cleaning
333-337 North 7th Avenue (a.k.a. 332-334 North 6th Avenue)
Proposed Historic Preservation (HP) Zoning Overlay shown in purple
Page 342
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View from 7th Avenue, 10/20/2023
View from 6th Avenue, 10/20/2023
Page 348
Interior view, 10/20/2023
Interior view, 10/20/2023
Page 349
ATTACHMENT C
PHOENIX HISTORIC PRESERVATION COMMISSION
Final Meeting Minutes
Date: February 12, 2024
Time: 4:30 p.m.
Location: Hybrid Meeting: In-person at City Council Chambers & Virtual via Webex
Commission Members Present Staff Present
Dan Garcia, Chair Helana Ruter
Dan Klocke Kevin Weight
Brenda Thomson Desiree Aranda
Tricia Amato, Vice Chair (virtual) Cletus Montoya
Christina Noble (virtual) Emma Collins
Greta Rayle (virtual) Bridget Collins
Keely Varvel Hartsell (virtual) Paul Li
Jodey Elsner (virtual)
Crystal Carrancho (virtual)
Maura Jackson (virtual)
Commission Members Absent Staff Absent
Taz Khatri
1. Call meeting to order Dan Garcia,
HP Commission
Chair Garcia verified that a quorum was established and called the Chair
meeting to order at 4:32 p.m.
2. Introduction of Commission Members and Staff HP Commission &
Staff
The Commission members and HP staff made their introductions.
3. Review of meeting minutes from the monthly meeting held on HP Commission
January 8, 2024.
Action Requested: Approval of minutes
Chair Garcia asked the Commission for questions or comments about
the draft minutes from the January 8th meeting. None were posed.
Chair Garcia then asked the Commission for a motion on the draft
minutes from the January 8th monthly meeting.
Commissioner Thomson made a motion to approve the minutes as
submitted for the January 8, 2024, HP Commission monthly meeting.
Commissioner Klocke seconded the motion.
The Commission voted, as follows:
Page 350
as well as prioritization of projects, cost estimates, and possible grant
funding opportunity.
Vice Chair Amato thanked Mr. Weight. She said that she was the real
estate agent for the previous property owners and that they had ideas
for various community uses of the site. However, due to the pandemic
and other issues, the previous owners needed to sell the property. She
mentioned that this property was special to her and that she was very
happy that Mr. Fabian has plans to rehabilitate the property and restore
it to a much more usable state.
Ms. Ruter mentioned that the property owner, Mr. Fabian, was attending
the meeting via phone and he was available for questions from the
Commission.
Chair Garcia asked the Commission for any questions for Mr. Fabian.
None were posed.
Chair Garcia verified there were no further discussions or comments,
and he asked the Commission for a motion.
Vice Chair Amato made a motion to approve staff’s recommendation for
HP overlay zoning (Application Number Z-116-23-8) for Yaun Ah Gim
Groceries at 1002 South 4th Avenue.
Commissioner Thomson seconded the motion.
The Commission voted, as follows:
Chair Garcia – Yes
Vice Chair Amato – Yes
Commissioner Klocke – Yes
Commissioner Noble – Yes
Commissioner Rayle – Yes
Commissioner Thomson – Yes
Commissioner Varvel Hartsell – Yes
Approved 7 – 0.
6. Public Hearing for Application No. Z-117-23-7, Phoenix Laundry & Kevin Weight,
Dry Cleaning (Milum Textile Services) at 333-337 North 7th Avenue, HP Staff
a.k.a. 332-334 North 6th Avenue.
Action Requested: Recommendation on Historic Preservation (HP)
Overlay Zoning
Chair Garcia introduced this agenda item and said that this property has
come before the HP Commission at the two previous meetings. He said
that this would be the third case for this property to be presented to the
HP Commission. He then invited Kevin Weight to give a summary of the
reason for this case today.
Page 351
Mr. Weight said that Case Z-117-23-7 was a request to establish
Historic Preservation (HP) overlay zoning for the property located at
333-337 North 7th Avenue (a.k.a. 332-334 North 6th Avenue, known
historically as Phoenix Laundry & Dry Cleaning (a.k.a. Milum Textile
Services). He said that staff was recommending that rezoning request Z-
117-23-7 be approved but notes the property owners are opposed to the
request. He then briefly reviewed the following background information,
which was also shared at the previous Commission meetings:
• Location: 333-337 North 7th Avenue (a.k.a. 332-334 North 6th
Avenue)
• Property Owner: Milum Textile Services
• Zoning: DTC-Van Buren (Downtown Code - Van Buren
Character Area) with HP overlay pending
• Recommended eligible in 1984 in Historic Phoenix Commercial
Properties Survey
• In October 2023, owners submitted request to demolish property
• 30-day hold began on October 31, 2023
• HP Commission formally initiated HP zoning on November 20,
• Z-117-23-7 filed by HP staff on December 29, 2023
Mr. Weight reviewed the concurrent timelines of the Demolition Hearing
and the HP Zoning Hearing, as follows:
• Demolition hearing timeline:
o 10/31/2023: 30-day demolition hold began
o 11/20/2023: HP zoning initiated by HP Commission
o 11/21/2023: Demolition reviewed by HP Officer under Section
806 (Decision: Denied)
o 11/21/2023: Demolition hearing scheduled per 806.E.3
o 12/08/2023: HP Hearing Officer hearing (Decision: Denied)
o 01/08/2024: HP Commission hearing
• HP Zoning hearing timeline:
o 10/31/2023: 30-day demolition hold began
o 11/20/2023: HP zoning initiated by HP Commission
o 02/12/2024: HP Commission hearing
o 03/11/2024: HP Central City VPC meeting
o 04/04/2024: Planning Commission meeting
o 05/01/2024: City Council hearing
Mr. Weight once again displayed photos and reiterated the property
description and its history. Then he restated the HP overlay zoning
criteria, as follows:
1. Age (at least 50 years old or exceptionally significant)
2. Integrity (location, setting, design, materials, workmanship,
feeling, association)
3. Significance:
A. Associated with events or patterns of events significant in
Phoenix history
B. Associated with persons significant in Phoenix history
Page 352
C. Represents a type, period, or method of construction;
represents the work of a master; or has high artistic values
D. Has yielded or has the potential to yield information about
Phoenix history or prehistory
Mr. Weight restated the findings from the evaluation of the property, as
follows:
• Phoenix Dry Cleaning & Laundry property qualifies for historic
designation under Criteria A and C. It is significant for its
association with commercial development in early Phoenix and
for its architectural style and method of construction
• Excellent representation of the property type “New Deal Era
Industrial Architecture, 1933-1942” set forth in the historic
context report Commerce in Phoenix,1870-1942, prepared by
Janus Associates, Inc. for the Arizona State Historic Preservation
Office.
o This report lists eight examples of this property type,
including the subject property. However, only two of the
eight examples remain intact today
• Phoenix Dry Cleaning & Laundry building is also significant for its
use of two separate lamella roofs
o Constructed in 1935, the lamella roofs at the Phoenix
Laundry & Dry Cleaning building were among the earliest
in Arizona. They predate the Cattle Barns (1936) and
Agricultural Building (1938) at the Arizona State
Fairgrounds, and the gymnasium at Chandler High
School (1939), which also utilize lamella roofs and are the
only such structures remaining in Maricopa County.
According to the Arizona State Historic Preservation
Office, only one other similar building is known to exist in
Arizona (in Kingman), making these structures significant
at the state level
o The property retains a relatively high degree of historic
integrity, still resembling its 1930s appearance. It remains
sufficiently intact to convey both its historical and
architectural significance
Mr. Weight restated that the proposed boundary encompasses 1.31
acres. As mentioned previously, only the northern portion with the rebuilt
1935 building has been included in the proposed boundary, with the
southern portion excluded to allow redevelopment on that part of the
site. The proposed boundary contains the documented historic building
and follows parcel lines and street monument lines as much as possible.
It also includes the adjacent portion of the right of way, as is customary
in rezoning cases.
Mr. Weight said that the property owners have not signed an Ownership
Authorization Form or Waiver of Claims under Proposition 207 for this
rezoning case and have started their opposition to the proposed HP
zoning, as it would delay their demolition of the property by an additional
Page 353
year. They have further stated that they plan to file a claim for loss of
value under Proposition 207 if the HP zoning is approved.
In conclusion, Mr. Weight stated that staff was recommending approval
of the rezoning request Z-117-23-7 to establish HP overlay zoning for
the subject property, per the following reasons:
1. The property meets the significance, age, and integrity
requirements for HP overlay zoning set forth in Section 807.D of
the Zoning Ordinance; and
2. The proposed boundaries meet the eligibility criteria outlined in
Section 807.E.
However, the owners’ opposition to the case and their stated intention to
file a Proposition 207 claim if it is approved may have financial impact to
the City.
Chair Garcia thanked Mr. Weight. Next, he verified that the property
owners were in attendance. He invited Mr. and Mrs. Milum to present
their comments to the Commission.
Mrs. Milum presented photos as examples of damage to the roof. She
said that they think that mold has gotten into the wood of the roof.
However, there has not been any investigation of the roof structure for
the presence of mold, lead, or asbestos. She expressed her concerns
regarding possible collapse of roof due to damage and possible public
safety concerns. Therefore, she does not see a viable future for the
roofs. She said that she has sent reports to Ms. Ruter in the HP Office
as well as to City Council.
Chair Garcia thanked Mrs. Milum for sharing the photos and comments.
He said that there would be more time for their rebuttal after the
Commission discussion and public comments.
Next, Chair Garcia asked the Commission for any questions for staff or
property owners. None were posed.
Chair Garcia mentioned that the HP Commission had received several
letters of support for the HP overlay zoning. He read the following
excerpt from one of the letters that was submitted by Erika Ross
Lindsay, of the Phoenix Art Deco Society:
“It seems common for individuals to drive by buildings and
landmarks without questioning their origins. And this is in part
because the increasing number of historic properties demolitions.
Saving these properties saves the connection to our past and
cultivates a sense of pride, understanding, and community in the
city, something that Phoenix should value. Without this connection
to our past and what defines our culture as Phoenicians, a city
cannot really flourish. Once these buildings are demolished, they
will be gone forever and with it some of our history.”
Page 354
Chair Garcia said that he shared the above excerpt as a counterpoint
to demolition.
Next, Chair Garcia said that one request was submitted by Julia
Taggart for public comment on this item. He invited Ms. Taggart to the
podium for comment.
Ms. Taggart said that she is a Board Member of the Sunnyslope
Historical Society as well as a member of the Phoenix Art Deco
Society. She agreed with the comments in the excerpt of the letter that
Chair Garcia had shared. She feels that an HP overlay needs to be
placed on the subject property, especially since the city has already
lost a lot of art deco buildings, such as the Fox Theater. She said that
it is important to save the Art Deco building on the subject property.
She also believes it is as important as it is plausible to rehabilitate and
save the roof structures and these buildings. She urged the
Commission to approve the HP overlay zoning to save this part of
Phoenix history for present and future generations.
Chair Garcia verified that there was another request from Roger
Brevoort for public comment on this item. He then invited Mr. Brevoort to
the podium to share his comments.
Mr. Brevoort said he contributed to the 1983 survey of the subject
property. He mentioned that at that time, there was a discrepancy on
whether the building was commercial or industrial and how to define
those two types of structures. He said that if the survey was expanded,
at that time, the property would have been nominated. He agrees that
the property still meets the eligibility criteria. He mentioned that the
lamella roofs are only components, they are not the sum total of the
property. He thinks that there could be viable options for adaptive reuse
for the north portion of the property, especially applying private sector
funding and Federal Reinvestment Tax Credits.
Chair Garcia verified that there were no further public comments on this
item. He then invited Mr. and Mrs. Milum for their rebuttal.
Mrs. Milum said that this property has been vacant since 2019. She also
said that nine out of ten developers have declined purchasing the
property due to Historic Preservation requirements. She said that they
have spent years trying to sell the property and it continues to be a
burden on them to pay for maintenance and taxes on the property. She
said that this property was an industrial laundry that exposed the
structure to hard chemicals for many years. She reiterated that they
have done their due diligence and they just want to move on with their
lives. She said that they would be open to selling the property to the city
of Phoenix. Otherwise, they want the property to be demolished.
Chair Garcia asked the Commission for any further discussion or
questions for staff or property owners.
Page 355
Commissioner Thomson referenced the report mentioned by Mrs. Milum
and asked staff what the report was and has staff reviewed it.
Ms. Ruter said that it was a thesis-style document on the study of
lamella roof structures, which was submitted by Mrs. Milum to the HP
Office. It was not included in the rezoning case. However, portions of the
report would be included in the economic hardship case going before
Commissioner Thomson then asked staff for clarification on the earlier
comments that no one had examined the roof structures for integrity or
possibility of collapse.
Ms. Ruter responded that she was not aware of the property owners
contracting any structural engineers to assess the property. She also
stated that the city had not contracted any structural engineers.
Chair Garcia verified there were no further questions. He then closed the
floor to public comments.
Chair Garcia commented on the challenge set before the HP
Commission, where there are claims against the structural integrity
versus the historical integrity of the property. He stated that the HP
Commission previously voted to initiate the HP overlay on the subject
property, and an approval today would complete that process. He also
referenced the possibility of a Proposition 207 claim and the implications
upon the city if the HP overlay zoning would be approved today. He then
asked the commission for any further discussions.
Commissioner Thomson felt that a critical piece of information was still
missing since there was no structural assessment provided as part of
the overall consideration of the integrity and value of the property.
Chair Garcia said that there have been previous cases where there have
been compelling claims of integrity. He said that without having
documentation demonstrating structural deficiencies, it was challenging
for the HP Commission to decide based only on the available
information.
Vice Chair Amato said that if the property owners had an assessment
done on the property and provided that report to the HP Commission,
then the Commission would have had an opportunity to review the report
prior to deciding. However, she suggested that the Commission look to
the previous agenda item, pertaining to the request for HP overlay
zoning on the Yaun Ah Gim Grocery Store, which is in much worse
condition than the Phoenix Laundry & Dry Cleaning buildings. She
stressed that the condition of a building does not lessen the historic
significance of a property. She said that it was important for the
Commission to consider the significance of a property and see its value
to the community regardless of its condition.
Page 356
Commissioner Noble agreed with Vice Chair Amato’s comments. She
also referenced the report on the previous agenda item that the burden
of proof is on the property owners. She understands that the subject
property owners have expressed the financial burdens on them, and that
they have opted out of providing the proof. She said that since that
information is not available, then the focus of the HP Commission should
be on whether the subject property has historic significance and value.
She also mentioned that this case would move on to other commissions
to consider other factors.
Commissioner Klocke addressed Mr. and Mrs. Milum and said that he
recognized that this situation is painful for them as property owners. He
said that he previously had gone through a similar situation, and he
understands how difficult this is to go through. He also said that the HP
Commission has been very conservative in terms of pushing these kinds
of cases forward. In fact, there have been cases that were not pushed
forward when the public wanted those outcomes. He stated that since
Proposition 207 was established nearly 20 years ago, there has only
been one claim filed against the city. He said that this Commission does
not take this situation lightly. He believes that the Phoenix Laundry &
Dry Cleaning buildings are very special because of their history in the
community. He said that they are very valuable and worthy of saving
and said that he would be voting in support of the HP overlay zoning.
Chair Garcia said he appreciated Commissioner Klocke’s comments. He
also mentioned that this situation exposes pain points in historic
preservation where there is a strong desire by the city and citizens in the
community to preserve buildings that are significant without having to
pay to preserve the buildings. He said that it is important to support
preservation of significant buildings and opportunities for funding
preservation efforts.
Next, Chair Garcia asked the Commission for a motion on this item.
Prior to making a motion, Vice Chair Amato expressed her appreciation
to Commissioner Klocke and Chair Garcia for their comments. She
agreed that it was a difficult situation.
Vice Chair Amato made a motion that the HP Commission approve HP
overlay zoning on Application No. Z-117-23-7 for Phoenix Laundry & Dry
Cleaning (Milum Textile Services) at 333-337 North 7th Avenue, a.k.a.
332-334 North 6th Avenue.
Commissioner Klocke seconded the motion.
The Commission voted, as follows:
Chair Garcia – Yes
Vice Chair Amato – Yes
Commissioner Klocke – Yes
Commissioner Noble – Yes
Commissioner Rayle – Yes
Page 357
Commissioner Thomson – Yes
Commissioner Varvel Hartsell – Yes
Approved 7 – 0.
7. CLG Review of the National Register Nomination for Dr. Bertram Crystal Carrancho,
Snyder Residence (8122 North 10th Avenue). HP Staff
Action Requested: Recommendation to the Historic Sites Review
Committee
Chair Garcia invited Crystal Carrancho to present this item.
Ms. Carrancho briefly reviewed the staff report on the CLG Review of
the National Register Nomination for the Dr. Bertram Snyder Residence,
located at 8122 North 10th Street, as follows:
• MAR 2023: Subject property was listed on the Phoenix Historic
Property Register
• JAN 2024: Phoenix HP Office received National Register of
Historic Places (NHRP) draft nomination from SHPO
o Courtney Widmer, current owner, requested NRHP
nomination for subject property; Nomination was
prepared by Vincent Murray
• FEB 12, 2024: HP Commission scheduled to review subject draft
nomination pursuant to Phoenix CLG Agreement and forward its
recommendation to HSRC for review at next meeting
• MAR 8, 2024: HSRC scheduled to review subject draft
nomination
Ms. Carrancho said that staff had reviewed the draft nomination and
found that the documentation is generally accurate and complete. She
mentioned that staff had noted minor edits on the draft nomination form.
In conclusion, Ms. Carrancho stated that staff was requesting the HP
Commission to recommend that the draft NRHP Nomination be
forwarded to the HSRC for approval subject to the noted edits on the
nomination form.
Chair Garcia thanked Ms. Carrancho for the report. He then asked the
Commission for questions or comments on this item. None were posed.
Chair Garcia verified that there were no requests for public comment.
Then Chair Garcia verified that the Commission had no further
discussions or comments, and he asked the Commission for a motion.
Commissioner Klocke made a motion that the HP Commission
recommend to the Historic Sites Review Committee, the CLG review of
Page 358
ATTACHMENT D
Village Planning Committee Meeting Summary
Z-117-23-7
Date of VPC Meeting March 11, 2024
Request From DTC-Van Buren
Request To DTC-Van Buren HP
Proposal Historic Preservation Overlay for the Phoenix Laundry
& Dry Cleaning Company
Location Approximately 450 feet north of the northeast corner of
7th Avenue and Van Buren Street
VPC Recommendation Approval, per the staff recommendation
VPC Vote 7-6
VPC DISCUSSION:
Three members of the public registered to speak on this item, one in favor, two in
opposition.
STAFF PRESENTATION
Kevin Weight with the City of Phoenix Historic Preservation Office provided a
presentation regarding the history of the building at the subject site, highlighting the
age, integrity, and significance criteria required for the Historic Preservation Overlay
and stating that the staff recommendation is approval.
QUESTIONS FROM COMMITTEE
Committee Member Greenman asked if the building was still in operation. Mr. Weight
replied that the business closed in 2019. Mr. Greenman asked if the lamella roof was
visible from the right-of-way. Mr. Weight replied that it is not.
Chair O’Grady asked about the vote count at the City Council hearing on the
demolition request. Mr. Weight replied that the vote was 8-1.
PUBLIC COMMENTS
Donna Reiner introduced herself as representing Preserve Phoenix and spoke in favor
of the proposal, stating that it is important to save buildings that are symbols of our
history, including commercial properties, and that developers have been interested in
the site, which could be repurposed.
200 West Washington Street, 3rd Floor • Phoenix, Arizona 85003-1611 • (602) 262-6882
Page 359
Central City Village Planning Committee
Meeting Summary
Z-117-23-7
Committee Member Olivas expressed concern about how to pay for the rehabilitation
of a building like this, highlighting that HP zoning requirements can deter someone
from purchasing a property.
Marilyn Milum introduced herself as the property owner and provided a presentation in
opposition to the request, highlighting the poor condition of several aspects of the
building, including safety concerns with the lamella roof, and the lack of success in
working with potential developers to buy the site for rehabilitation.
Committee Member Rachel Frazier Johnson commented that Proposition 207 is an
option for the property owners and asked about compensation. Mrs. Milum replied that
this is a quality-of-life issue, and they have tried to work with the City on a solution.
Faith Burton asked about the history of the building, including ownership, the last time
the roof was insured, and environmental testing. Mrs. Milum noted that they owned the
property for 60 years, the roof was insured six years ago, and they have a “no further
action” from the EPA. Ms. Burton asked whether developers discussed maintaining
the Art Deco features of the building. Mrs. Milum noted that the focus has been on the
ceilings.
Committee Member Martinez asked about the potential agreement if a developer
agreed to purchase the property. Mrs. Milum stated that the developer would use an 8-
year tax abatement from the City for adaptive reuse. Ms. Martinez asked if there was
only one developer interested. Mrs. Milum confirmed there was only the one
developer. Ms. Burton asked when the discussions with the developer took place.
Mrs. Milum replied it was last year.
Committee Member Olivas asked at what point the structural assessment happens.
Chair O’Grady stated that question could be directed to staff.
Chair O’Grady asked if there was a developer offer for the land if the building were
demolished. Mrs. Milum stated there was no offer.
Committee Member Starks asked if a developer was interested if the site had the HP
overlay. Mrs. Milum stated that it would be if it did not have the overlay.
Committee Member Panetta asked about the costs to have a structural assessment
done. Mrs. Milum replied that it would be $60,000.
Craig Milum introduced himself as the property owner and spoke in opposition to the
request, highlighting safety concerns with lamella ceilings.
Ms. Martinez asked about the age of the lamella ceiling. Mrs. Milum replied that it was
90 years old.
200 West Washington Street, 3rd Floor • Phoenix, Arizona 85003-1611 • (602) 262-6882
Page 360
Central City Village Planning Committee
Meeting Summary
Z-117-23-7
STAFF RESPONSE
Mr. Weight stated that there are examples of lamella roofs being used today in
gymnasiums in Arizona, the Historic Preservation Commission felt strongly about
preserving this history, and that a structural assessment had not been done.
Ms. Burton noted that the examples of lamella roofs in operation are all publicly-owned
buildings and asked if there were any privately-owned examples. Mr. Weight replied
that he wasn’t aware of any.
Committee Member Greenman stated that the zoning at this site would allow 600 feet
of height and asked if HP zoning would permit a building to punch through the roof to
construct a tower. Mr. Weight replied that such a building would not be allowed under
HP zoning.
Ms. Olivas stated that the determination so far has not factored in a structural report
and asked what the economic hardship decision was based on. Mr. Weight replied that
the applicant must demonstrate the rate of return based on cost estimates. Ms. Olivas
stated that if the property owners can’t afford to rehabilitate the building, it will simply sit
vacant after HP approval.
Committee Member Burns asked if there is anything keeping the building from being
used now. Mr. Weight replied that from a regulatory perspective, there is nothing
preventing it.
Ms. Martinez asked for clarification on the economic hardship hearing. Mr. Weight
replied with a detailed description of how economic hardship is determined.
Ms. Johnson asked if the City has a planned use. Mr. Weight replied that there is no
planned use.
Chair O’Grady asked if a GPLET was considered for the site. Mr. Weight replied that
a GPLET was part of the discussion regarding the site.
COMMITTEE DISCUSSION
Ms. Burton stated that the property owners are arguing a very complicated case and
that this is a difficult building, considering insurance and other requirements.
Committee Member Sonoskey asked about a façade easement, which was done at a
site in the Warehouse District. Mr. Weight stated that the HP overlay was removed in
that case.
Ms. Olivas stated that there are no comparisons in Arizona, no structural report, and
the Committee doesn’t know details about the negotiations to this point.
200 West Washington Street, 3rd Floor • Phoenix, Arizona 85003-1611 • (602) 262-6882
Page 361
Central City Village Planning Committee
Meeting Summary
Z-117-23-7
Ms. Johnson stated that there needs to be a creative solution to move forward that
acknowledges both sides of the issue.
Mr. Panetta asked if HP designation would make funding available for an assessment.
Mr. Weight replied that it would.
Mr. Burns asked for clarification that the HP designation is only effective for one year.
Mr. Weight replied that the HP zoning delays demolition for one year, after which there
is nothing preventing demolition.
Ms. Martinez noted that the HP overlay could provide funding for the assessment.
Mr. Panetta stated that even if the HP overlay is approved, it only delays demolition by
one year, and the property owners would still end up demolishing the building.
Mr. Burns stated that he understands the hardship, but the purpose of the HP overlay
is for preservation. Mr. Panetta replied that the property owner doesn’t have any
interest in pursuing preservation of the building.
Committee Member Vargas asked how common it is for buildings to be demolished
after receiving an HP overlay. Mr. Weight stated that multiple buildings have been
demolished with HP overlays.
Committee Member Starks stated that the property owners had options that they
haven’t pursued.
Mr. Sonoskey stated that if the HP overlay is approved, it gives time for experts to
document the building before the building is demolished.
Chair O’Grady stated that historic preservation requires a property owner to go along
with it, which is not the case here.
MOTION
Zach Burns made a motion to recommend approval of Z-117-23-7, per the staff
recommendation. Vice Chair Gaughan seconded the motion.
Mr. Burns stated that the HP overlay would allow additional time to find a preservation
solution and could allow funding for the structural analysis.
Mr. Vargas stated that the HP overlay could allow additional archiving of information.
Ms. Olivas stated concerns about the funding. Mr. Weight stated that there is funding
in the budget to use for property assessments.
Ms. Johnson asked if funding is contingent on HP zoning approval. Mr. Weight stated
that it is not.
200 West Washington Street, 3rd Floor • Phoenix, Arizona 85003-1611 • (602) 262-6882
Page 362
Central City Village Planning Committee
Meeting Summary
Z-117-23-7
VOTE
7-6; Motion to recommend approval of Z-117-23-7, per the staff recommendation,
passed; Committee Members Burns, Panetta, Sonoskey, Starks, Vargas, Gaughan,
and O’Grady in favor; Committee Members Burton, Greenman, R. Johnson, Lockhart,
Martinez, and Olivas opposed.
STAFF COMMENTS REGARDING VPC RECOMMENDATION:
None.
200 West Washington Street, 3rd Floor • Phoenix, Arizona 85003-1611 • (602) 262-6882
Page 363
ATTACHMENT E
REPORT OF PLANNING COMMISSION ACTION
April 4, 2024
ITEM NO: 8
DISTRICT NO.: 7
SUBJECT:
Application #: Z-117-23-7
Location: Approximately 450 feet north of the northeast corner of 7th Avenue and
Van Buren Street
From: Downtown Code-Van Buren
To: Downtown Code-Van Buren HP
Acreage: 1.31
Proposal: Historic Preservation Zoning Overlay for Phoenix Laundry & Dry Cleaning
Company
Applicant: City of Phoenix, Historic Preservation Commission
Owner: Milum Textile Services Co.
Representative: Kevin Weight, City of Phoenix, Historic Preservation Office
ACTIONS:
Staff Recommendation: Approval.
Historic Preservation Commission: 2/12/2024 Approval. Vote: 7-0.
Village Planning Committee (VPC) Recommendation:
Central City 3/11/2024 Approval, per the staff recommendation. Vote: 7-6.
Planning Commission Recommendation: Denial.
Motion Discussion:
The property owner expressed that they do not wish to be granted HP zoning overlay on the site
due to the challenges and cost in building upkeep and their struggles in finding a buyer willing to
purchase the property with HP zoning given their end goal is to sell the property.
Commissioner Matthews made a MOTION to approve Z-117-23-7, per the Historic Preservation
Commission and Central City Village Planning Committee recommendations.
Chairman Gaynor stated that the motion died for lack of a second. He asked for a different
motion.
Vice-Chairperson Busching stated, before she made a motion, she thought a continuance would
be best, she just questioned how long would be an appropriate continuance to allow the City to
work the Milums. She asked Mr. Weight (staff/representative) for his thoughts on that.
Mr. Weight responded that he knows the Milums would like some resolution sooner rather than
later, but if they are open to the possibility of extending the process to for the City to work with
them and do an assessment, he would welcome that, but he knows they have been somewhat
reluctant up until today to do that. If they feel it is something they think would be helpful, he is
happy to do that. They could take a little more time to make that happen, otherwise, it might be
best to just seek a resolution.
Page 364
Commissioner Matthews made a MOTION to approve Z-117-23-7, per the Historic Preservation
Commission and Central City Village Planning Committee recommendations.
Commissioner Boyd SECONDED.
Chairman Gaynor asked for a roll call.
Commissioner Gorraiz stated that in interest of compassion and sanity, this building is falling
apart and should not be given an HP Overlay and force the Milums another year or two with a
process that they have already spent two to three years having to fight.
Commissioner Hu abstained from the vote. She does not feel she has enough information about
the property to make a decision.
Commissioner Matthews stated that we have an appropriate rezoning request before us from an
applicant, within the City Code. Generally, buildings that are 90 years old are usually not in the
best condition and typically need rehabilitation in order to receive their full value to the overall
city.
The motion failed with a vote of 3-4-1 (Hu abstained) (Gaynor, Gorraiz, Jaramillo, Perez).
Commissioner Boyd suggested that someone make the negative motion.
Commissioner Gorraiz made a MOTION to deny the Historic Preservation Overlay.
Commissioner Jaramillo SECONDED.
The motion passed with a vote of 4-3-1 (Hu abstained) (Boyd, Busching, Matthews)
Motion details: Commissioner Gorraiz made a MOTION to deny Z-117-23-7.
Maker: Gorraiz
Second: Jaramillo
Vote: 4-3-1 (Boyd, Busching, Matthews) (Hu abstaining)
Absent: Mangum
Opposition Present: Yes
Findings: Although the proposal meets eligibility criteria regarding the significance, age, and
integrity requirements for HP overlay zoning set forth in Section 807.D of the Zoning Ordinance
and the proposed boundaries meet the eligibility criteria outlined in Section 807.E, the Planning
Commission recommends denial to not impede the property rights of the owner.
This publication can be made available in alternate format upon request. Please contact Teleia
Galaviz at 602-291-2559, teleia.galaviz@phoenix.gov, TTY: Use 7-1-1.
Page 365
ATTACHMENT F
CITY OF PHOENIX
PLANNING AND DEVELOPMENT DEPARTMENT
FORM TO REQUEST PC to CC
I HEREBY REQUEST THAT THE CC HOLD A PUBLIC HEARING ON:
APPLICATION NO/ Z-117-23-7 (SIGNATURE ON ORIGINAL IN FILE)
LOCATION Milum Textile opposition x applicant
Services Company
7th Avenue and
Van Buren Street
APPEALED FROM: PC April 4, 2024 734 West Polk Street
Phoenix, AZ 85007
PC DATE STREET/ADDRESS/CITY/STATE/ZIP
TO PC/CC May 1, 2024 Roger Brevoort
HEARING 602-690-8080
historichouseguyphx@gmail.com
CC DATE NAME / PHONE / EMAIL
REASON FOR REQUEST:
Preserve Phoenix objects to the decision of the Planning Commission and are filing
an appeal hoping for a positive outcome that enables preservation of some aspect of
the Milum Textile Services Property.
RECEIVED BY: Julia Loewen RECEIVED ON: 4/11/2024
Alan Stephenson Camryn Thompson
Joshua Bednarek Paul M. Li
Tricia Gomes GIS
Racelle Escolar Byron Easton (for PHO Appeals only)
Sarah Stockham Vikki Cipolla-Murillo
Stephanie Vasquez Village Planner
Heather Klotz Applicant
REVISED 4/11/24 vcm
Page 366
Page 367
ATTACHMENT G
From: Michele Chinichian
To: Helana Ruter; Council District 7 PCC; hello@preservephx.org
Subject: Enact the Historic Preservation Overlay on the total property at 333 & 337 N 7th Ave.
Date: Thursday, November 9, 2023 7:13:15 PM
Dear Councilwoman Ansari's Office,
This letter is to ask for the Historic Preservation Commission to take action and Enact the
Historic Preservation Overlay on the total property at 333 & 337 N 7th Ave. Please help us
save this iconic architecture so it can remain intact and adaptively reused for future
generations of Arizonans to benefit from.
This is the community's only chance to save a highly visible, uniquely historic property and
retain the community's opportunity to have input on future large-scale development.
Downtown Phoenix and the Roosevelt Neighborhood deserve better and deserve to participate
in the planning process for such a sizable site. It would be a devastating loss to scrape an
important historic building, especially one that is primed to be an exemplary adaptive reuse
redevelopment.
Architecture with character is what makes Phoenix an appealing and desirable place to live.
Please don't support the destruction of what makes this city so special. It is heartbreaking
when the city does not take action to preserve these beloved buildings. I urge you to take
action and enact the Historic Preservation Overlay.
Thank you for your consideration.
All the best,
Michele Chinichian, LCSW
Phone: (480) 409-2915
Website: http://royapllc.weebly.com/ [royapllc.weebly.com]
Scheduling: https://michele-chinichian.clientsecure.me [michele-chinichian.clientsecure.me]
Google Reviews: https://g.page/r/CSkdzyvcV7exEB0/review [g.page]
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cannot guarantee the confidentiality of email communication. If you choose to communicate confidential information with
me via email, I will assume that you have made an informed decision and I will view it as your agreement to take the risk that
email may be intercepted. Please be aware that email is never an appropriate vehicle for emergency communication. This
message is private and confidential communication intended for the addressee only. WARNING: the unauthorized
interception or retrieval of e-mail may be a criminal violation of the Electronic Communications Privacy Act, 18 USC 2510-
2521. Thank you for respecting privacy and observing the law.
Page 368
From: G.G. George
To: Helana Ruter
Cc: Council District 7 PCC; Council District 4; Michael Petersen-Incorvaia
Subject: Request for Consideration
Date: Friday, November 10, 2023 4:26:50 PM
Attachments: Request for consideration.doc
Hello Helana,
Please see the attached from the PHNC for distribution to the Historic Preservation
Commission.
Thank you,
GGG
Page 369
Phoenix Historic Neighborhoods Coalition
HISTORIC FRANKLIN SCHOOL
November 10, 2023
Phoenix Historic Preservation Commission
200 W. Washington Street, 2nd Floor
Phoenix, AZ 85003-1611
Via Email
helana.ruter@phoenix.gov
RE: HP-87-23-DEM, HP-88-23-DEM, HP-120-23-DEM
Dear Chairman Garcia and Members of the Commission,
I am writing on behalf of the Phoenix Historic Neighborhoods Coalition. We are a
coalition of people who live throughout the historic neighborhoods within the City of
Phoenix. We come together because we value the history of Phoenix and we seek to
share our love of our city’s historic neighborhoods to preserve not only the buildings but
to help stabilize and build strong communities.
The HP office has advised the Coalition that a total demolition application has been filed
for the Milum Textile Buildings at 333 N. 7th Avenue. These properties requested for
demolition have been identified as individually eligible for the Phoenix Historic Property
Register in a survey by the Junior League of Phoenix in 1984, which recommended them
eligible for listing on the National Register of Historic Places. They are considered
eligible not only for the Streamline Moderne style but most importantly, they contain a
rare Lamella roof. It is one of only two properties thus far identified in Phoenix with the
Lamella roof style.
Page 370
PHNC, P. 2
A wide-span Lamella roof is a vaulted roof consisting of a crisscrossing pattern of parallel
arches, comprised of short wooden members hinged together to form an interlocking
network in a diamond pattern.
The only other Lamella roofs of which I am aware are in the Cattle Barns on the State
Fairgrounds, identified and pictured in my book, “The Arizona State Fair”.
Two of the Cattle Barns were built prior to World War II, and often sheltered troops
overnight during the war. Two of the Barns were built after the war in the exact same
style, all with Lamella roofs.
These Lamella roofs have statewide historical significance.
Therefore, the Coalition requests denial of the demolition permits and action by the
Commission to enact the Historic Preservation Overlay for the total properties at 333 N.
7th Ave. (primary address), 337 N. 7th Ave., 357 N. 7th Ave., and 326 N. 6th Ave, as
identified in the 30 Day Demolition Hold for 333 N. 7th Ave.
Thank you for your time and attention to this request.
G.G. George, President
Phoenix Historic Neighborhoods Coalition
1102 W. Palm Lane
Phoenix, AZ 85007
602-252-3151
Page 371
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Page 372
November 17, 2023
Helana Ruter
Historic Preservation Officer
200 West Washington St., 3rd Floor
Phoenix, AZ 85003
Re: 30 Day Demolition Hold for Milum Textile Buildings 1 and 2, Seventh Avenue site
Dear Helana:
Preserve Phoenix wishes to go on record in support of initiation for the two primary buildings on the northern
portion of the Milum Textile Buildings on 7th Avenue. Constructed in 1924 and substantially rebuilt after a fire in
1935, the Milum complex is an important site that attests to the commercial and industrial heritage of what was
then the west side of downtown Phoenix. The buildings were identified as potentially eligible for listing on the
National Register of Historic Places and consequently the Phoenix Historic Property Register since 1985. Building
One is also notable for its unique lamella roof construction. While this is an interior feature, it is nonetheless
part of the building and an increasingly rare example of this construction technique. There are only a few other
examples in Phoenix and Arizona as a whole.
It is our understanding that developers are actively looking at the Milum property. There are also two
applications for demolition, simplistically for Building 1 (north side) and Building 2 (south side). While we would
advocate for the designation of the entire parcel, we understand that the north parcel contains the more
notable property.
We hope the Phoenix Historic Preservation Commission will subsequently initiate designation of the two Milum
properties to the Phoenix Historic Property Register. Initiation will recognize the architectural merit of the
buildings and site and allow time for the owners to consider the various development proposals that include for
reuse or the buildings as an alternative to demolition.
Sincerely,
Roger Brevoort
Chair, Advocacy Committee
Page 373
November 17, 2023
Helana Ruter
City Historic Preservation Officer
300 West Washington St., 3rd Floor
Phoenix, AZ 85003
Dear Helana:
On behalf of the Arizona Preservation Foundation board of directors, I am writing to highlight the
urgent need for the preservation and designation of the properties at 333, 335, and 337 N. 7th
Avenue in downtown Phoenix, formerly known as Milum Textile Services. These structures, with
their remarkable lamella truss roof structures, embody an essential part of Arizona's heritage and
architectural legacy.
Downtown Voices Coalition, Grand Avenue Arts and Preservation, Phoenix Historic Neighborhoods
Coalition, and Preserve Phoenix have all eloquently voiced the significance of these buildings. Their
historical and architectural value extends far beyond mere structures; they are a testament to the
industrious spirit that shaped our capital city's past. Moreover, these structures are not just relics
of history; they hold immense potential for adaptive reuse that could invigorate Downtown
Phoenix’s urban landscape.
The call for a Historic Preservation Overlay is not just about safeguarding the physical structures
but about signaling a commitment to honoring our history and ensuring a thoughtful blueprint for
future development. This initiative isn't solely about nostalgia; it's a prudent step toward creating
vibrant, livable spaces that offer a unique sense of place and attract both locals and visitors.
The unique lamella roof construction, the interior craftsmanship, and the historical significance of
these buildings make them invaluable. They stand as a reminder of our commercial and industrial
heritage and deserve recognition and protection.
Therefore, I urge the Phoenix Historic Preservation Commission to take decisive action by initiating
the designation of the Milum properties to the Phoenix Historic Property Register. Such
recognition would provide the necessary time for stakeholders to explore viable alternatives to
demolition and consider adaptive reuse options that honor the site's history and contribute
positively to our community's future.
P.O. Box 13492, Phoenix, AZ 85002 • 602-687-7092 • info@azpreservation.org • EIN 86-0371336
Page 374
Helana Ruter
Page Two
November 17, 2023
Preservation isn't merely about conserving the past; it's about building a sustainable and culturally
rich future for Arizona and its capital city. Let's take this opportunity to showcase our commitment
to preserving our heritage while paving the way for innovative and inclusive development.
Sincerely yours,
Jim McPherson
President, Board of Directors
Arizona Preservation Foundation
cc: Board Members, Arizona Preservation Foundation
Jeff Sherman, Downtown Voices Coalition
Beatrice Moore, Grand Avenue Arts and Preservation
G.G. George, Phoenix Historic Neighborhoods Coalition
Roger Brevoort, Preserve Phoenix
Kathryn Leonard, State Historic Preservation Office
Page 375
November 17 2023
Re: Request for Milum Textile Building Protection and Preservation.
Councilwoman Ansari and Helana Ruter, City of Phoenix Historic Preservation Office:
I am writing to request your action to enact a Historic Preservation Overlay for the properties at 333 &
337 N 7th Ave (parcels: 111-41-029 and 111-41-024C). The ever-diminishing stock of industrial
warehouse structures left in Downtown Phoenix leaves these buildings as an important artifact of our
pre-war Phoenix heritage. Our downtown history is based in the utilitarian nature of the structures,
workers, and residents that built our City. The interiors of these buildings signify the industrious nature
of our city's migrant and craftsman workforce and therefore, they should be preserved and utilized in a
way that shows off that amazing interior craftsmanship. (Public art studios, maker spaces, Public event
venues, or Public Markets)
Hopefully by enacting the overlay sufficient time will be given to find a reasonable solution besides
total demolition.
Sincerely yours,
Jeff Sherman
Steering Committee Chair
Downtown Voices Coalition
cc:
Steering Committee Members, Downtown Voices Coalition
Mayor Gallego, City of Phoenix
Chris Mackay, Community & Economic Development Department
A community organization working to make Downtown Phoenix sustainable for all through
smart growth, great neighborhoods, vibrant ideas, and honest, open discussion...
downtownvoices.org / @downtownvoices / info@downtownvoices.org
Page 376
Grand Avenue Arts & Preservation
1301 Grand Avenue #8
Phoenix, AZ 85007
602.391.4016
November 17, 2023
Helana Ruter
200 W. Washington St.
Phoenix, AZ 85003
Ms. Ruter and City of Phoenix Historic Preservation Commission:
Grand Avenue Arts and Preservation requests that the Phoenix Historic Preservation
Commission enact a Historic Preservation Overlay on the total property at 333, 335
and 337 N. 7th Avenue (now known as Milum Textile Services) at the upcoming
Monday, November 20th HP Commission meeting.
A tour of the historic buildings at this site and their amazing lamella truss roof
structures were a highlight over the years on the Grand Avenue Festival’s “Under the
Vintage Roof Tours”. The public was honored to be able to enter the site to view the
incomparable lamellla trusses as well as other notable historic building features, and
were fascinated by the intriguing history of the site. The main buildings at the site are
truly some of the most beautiful warehouse buildings in the State of Arizona.
This 7th Avenue corridor adjacent to downtown Phoenix (which is also part of the
downtown core) should be lined with more than a series of look-alike lofts and fast
food restaraunts. Initiating an Overlay on historically eligible buildings will attract
developers to the site who have the needed skills to create a valuable adaptive reuse
project. One with housing, retail, office, restaurants and/or other small scale uses.
Scraping this site clean not only eliminates the opportunity for a unique adaptive reuse
project, but sends the wrong message to developers and land speculators moving
forward: that we don’t care about the longevity of our historic architecture and sites
nor do we care about creating a quality blueprint for development into the future.
Adaptive re-use projects have proven to be finacially viable in many cities, creating a
unique sense of place and quality of life to the built environment. When done well, the
distinction of these adaptive reuse projects not only lifts us out of the mundane, but
become exciting destinations for locals, out-of-town visitors, and future residents.
Sincerely,
Beatrice Moore, Director
Page 377
November 17, 2023
Ms. Helena Ruter
Historic Preservation Officer
200 W. Washington St.
Phoenix, AZ 85003
Dear Ms. Ruter:
As a longstanding business and property owner within the Roosevelt Neighborhood with experience
in both adaptive reuse and historic preservation projects I am writing today to urgently request that
the Phoenix Historic Preservation Commission take action and initiate designation of the Milum
Textile Services Buildings 333 & 337 N 7th Ave (parcels: 111-41-029 and 111-41-024C) to the
Phoenix Historic Property Register. The City of Phoenix Historic Preservation Office has well-
documented the nearly century-old buildings’ historic significance and integrity. Of note, the City of
Phoenix Historic Preservation Office has determined the property Individually Eligible for the Phoenix
Historic Property Register under Criterion A & C. Additionally, the property was surveyed as part of
the Historic Phoenix Commercial Properties Survey (Junior League of Phoenix, 1984), which
recommended it as eligible for listing on the National Register of Historic Places.
Originally known as Phoenix Dry Cleaning & Laundry Co. and designed by architect Fred Whittlesey,
the Streamline Moderne style brick building(s) contain rare, magnificent, and well-preserved
examples of the gorgeous wide-span wood lamella truss roofs found in Arizona. Both inside and out
the architecture is unique, historic and valuable due to its rare occurrence in our city’s downtown
core. The buildings’ demolition would greatly impact the character of the historic neighborhood that
has seen an unfair share of demolition and blight through the years. The loss of these important
historic buildings would squander our city’s only opportunity to have the Milum Textile Services’ be
an exemplary adaptive reuse redevelopment that showcases our unique heritage and character and
a benefit to the community.
I respectfully request the Historic Preservation Commission take action and initiate the Historic
Preservation Overlay on the total property. I am dismayed that historic buildings in Phoenix are
Harder Development
2323 N Central Ave. Ste 801 Phoenix, AZ 85004
info@harderdevelopment.com භǁǁǁ͘ŚĂƌĚĞƌdevelopment.com
Page 378
Ms. Helena Ruter
Novembet 17, 2023
Page 2
routinely threatened by demolition versus adaptively reused and incorporated into new
developments.
As the National Trust for Historic Preservation has argued for decades, adaptive reuse should be the
default, and demolition as a last resort. When sufficient time and consideration are not given to our
city’s diminishing inventory of historic properties, we lose our opportunity to achieve the city our
leaders envision: vibrant, diverse, innovative, and prosperous. We achieve that vision through
thoughtful planning where historic preservation and its many subsequent benefits are considered at
every step.
Please allow this property to remain intact and adaptively reused so that future generations of
Phoenicians can enjoy and benefit from it. Ideally, the overlay determination will provide the needed
time and enable the HP office, and perhaps, the CED department to work with the property owner to
evaluate a preservation option and possible incentives for the buildings to be preserved.
Please contact me if you have any questions. I would be happy to address them.
Thank you for your consideration, service to our community, and all you do to protect Phoenix’s
heritage.
Yours sincerely,
Ashley Harder
Principal
Harder Development
Cc: Mayor Kate Gallego
Vice Mayor Yassamin Ansari
Harder Development
2323 N Central Ave. Ste 801 Phoenix, AZ 85004
info@harderdevelopment.com භǁǁǁ͘ŚĂƌĚĞƌĚĞǀĞůŽƉŵĞŶƚ͘ĐŽŵ
Page 379
January 8, 2024
Re: Request to uphold decision regarding Milum Textile Building Protection and Preservation.
Historic Preservation Commissioners:
I am writing on behalf of Downtown Voices Coalition to support upholding the decision of the Historic Preservation Hearing
Officer in the matter of the Milum Textile Services Building (item 6 on your agenda) at 333 & 337 N 7th Ave (parcels: 111-
41-029 and 111-41-024C).
Simply put, the facts do not support a finding of economic hardship for this property, which has been demonstrated to be in
good condition and quite marketable- largely because of its historic nature. Not long ago, this site was the subject of very
serious negotiation by an interested party who wanted to purchase the property and incorporate its historic features into
the project; in fact, the “jewel” of the proposed project was the historic structure. Additionally, we understand there was
serious consideration by City policymakers to support such a decision with available historic preservation tools.
These discussions and reviews brought to light the functional and adaptable condition of the building, its historical
significance and the possibility for a profitable future. Failure to diligently solicit and retain tenants or new users for this
property would not be a cause of economic hardship, nor would the willful acts to reject offers of purchase in order to seek
a total demolition of the building.
For these reasons, we urge you to uphold the decision. Thank you for the opportunity to provide our input.
Sincerely yours,
Andie Abkarian
Steering Committee Chair
Downtown Voices Coalition
cc:
Steering Committee Members, Downtown Voices Coalition
Helena Ruter, Historic Preserve Officer, City of Phoenix
Mayor Gallego, City of Phoenix
Councilwoman Ansari, City of Phoenix
Chris Mackay, Community & Economic Development Department
A community organization working to make Downtown Phoenix sustainable for all through
smart growth, great neighborhoods, vibrant ideas, and honest, open discussion...
downtownvoices.org / @downtownvoices / info@downtownvoices.org
Page 380
Kevin Weight
From: robertdyerbelair@aol.com
Sent: Tuesday, January 9, 2024 10:20 AM
To: Kevin Weight
Subject: Milum
Attachments: 44 E. Hoover St..JPG; Aunt Elsie's House 2309 N. Central Ave Phoenix.jpg; scoville house
living room by blaine drake.jpg
Dear Mr. Weight, I just read of the Milum Textile buildings, they're special and I applaud the city's attempt to save them.
Much has been lost even in the past decade; two Blaine Drake houses in Bartlett Estates, one the Scoville house, the
round bank building/Washburn piano store formerly located on E. Camelback at N. 20th St. The older homes in Phoenix
Country Club have been restored to death, they're unrecognizable. The home of Barry Goldwater's parents was pure Art
Deco with a two story glass block staircase, removed during restoration. Most of the lovely old homes in Biltmore Estates
are gone, too.
My grandparent's lovely home remains on E. Hoover Street between Central & 3rd Streets, I've attached a pic below
however the landscaping has changed. The second pic is another Collins family home on Central at Hoover, now part of
the Heard parking lot. That house uninteresting however I show it to make a point. Fortunately Hoover and Alvarado
remain lovely and for the most part well maintained, but much is lost. Thank you for your efforts.
My extended family, the Dyer, Entz, Collins families are now in their seventh generation in this town. I confess my heart
remains an Angeleno, I was involved in many historic efforts in Los Angeles, for some decades was my home. Keep up
the good work!
Robert Dyer
Page 381
Page 382
Page 383
Page 384
From: Preserve PHX
To: Helana Ruter; Council District 7 PCC
Subject: Fwd:
Date: Thursday, February 8, 2024 1:55:13 PM
Hello,
Please see the letter below from a concerned citizen supporting the preservation of the Milum
Textile property in south Roosevelt.
Thank you,
PreservePHX.org [preservephx.org] | Facebook [facebook.com] | Instagram
[instagram.com]
---------- Forwarded message ---------
From: viki reed
Date: Wed, Feb 7, 2024 at 2:38ௗPM
Subject:
To:
Please preserve the Milum Textiles Building in Phoenix and keep it from being demolished. It
is a part of Phoenix's history we need reminders of our Arizona roots.
A concerned citizen
Page 385
Helana Ruter
helana.ruter@phoenix.gov
February 9, 2024
RE: Milum Textile Services Building
Dear Helana Ruter,
I am writing this letter of support as the president of the Phoenix Art Deco Society, a 501(c)3
non-profit organization. Our mission is to create experiences for the public and our members that
encourage the preservation, education, and celebration of Art Deco in Phoenix and around the
world and I believe that investing in the protection of our historic buildings is a large part of that
mission.
In the special case of Milum Textile Services, this property provides an example of Streamline
Moderne architecture of the 1930s and its lamella roof holds incredible value. Such a unique
piece of art should be preserved.
Because of this, I would like to formally voice my support in protecting the Milum Textile
Services property from demolition. These buildings serve a greater purpose than as structures
alone. They are part of the rich and integral history of my hometown, Phoenix, AZ.
As a native, I found it easy to be detached from our Phoenix history. It seems common for
individuals to drive by buildings and landmarks without questioning their origin - and this is in
part because of the increasing number of historic property demolitions. Saving these properties
saves the connection to our past and cultivates a sense of pride, understanding, and community in
a city - something that Phoenix should value. Without this connection to our past and what
defines our culture as Phoenicians, a city cannot truly flourish.
Once these historic buildings are demolished, they will be gone forever, and with it, some of our
history.
Sincerely,
Erin Ross Lindsey
President, Phoenix Art Deco Society
CC:
Mayor Kate Gallego
Councilmember Yassamin Ansari
Page 386
From: Preserve PHX
To: Helana Ruter; Council District 7 PCC
Subject: Fwd: Preserving Milum Textiles
Date: Friday, February 9, 2024 2:41:37 PM
Hello,
Please see the letter below from Heather Ross supporting the preservation of the Milum
Textile property in south Roosevelt.
Thank you,
PreservePHX.org [preservephx.org] | Facebook [facebook.com] | Instagram
[instagram.com]
---------- Forwarded message ---------
From: Heather Ross
Date: Fri, Feb 9, 2024 at 12:39ௗPM
Subject: Preserving Milum Textiles
To:
This email is in support of preserving the historic Milum Textiles buildings. Please do not
allow these to be demolished!
We need to hold on to our history and architecture and do our best to protect these buildings
and find ways to repurpose and reuse them.
Thank you,
Heather Ross
Page 387
From: Preserve PHX
To: Mayor Gallego; Yassamin Ansari; Council District 7 PCC; Helana Ruter
Cc: Christine Mackay; Joshua Bednarek
Subject: Urgent: Economic Hardship Hearing - Milum Textile - Agenda Item #79
Date: Wednesday, February 21, 2024 7:59:17 AM
Attachments: Economic Hardship Hearing_Milum Textile Buildings_Preserve Phoenix.pdf
Dear Mayor Gallego,
I hope this message finds you well. I am writing on behalf of Preserve Phoenix to express our
strong support for the Historic Preservation Commission's initiation of the Historic
Preservation Overlay to the Milum Textile Buildings. Our organization fully endorses the
commission's efforts to apply a Historic Preservation Overlay to the buildings in question,
recognizing its profound eligibility for comprehensive historic preservation. This includes
accessing all federal and city incentives available to properties of significant historical value.
We are, however, deeply concerned about the apparent oversight regarding the environmental
hazards associated with the buildings. It is our understanding that these issues have not been
adequately verified by the city. Not only would demolition fail to address these environmental
concerns, but it could also significantly worsen them, posing a greater risk to our community's
well-being.
We urge the City Council to consider the irreversible impact of demolition on our city's
heritage and the environment. Preserving these buildings not only honors our shared history
but also aligns with sustainable development practices that benefit our city in the long term.
Regarding the economic hardship hearing on today's City Council Meeting Agenda #79 it is
our understanding that the owners were engaged in an agreement with a buyer until the
summer of 2023, a buyer who was actively collaborating with the city on the adaptive reuse of
the buildings to revitalize the property and provide community benefits that the community
was enthusiastically receptive too. It is our hope that the Milum family will work in good faith
with all buyers interested in redeveloping the property and be patient with the standard process
of a substantial commercial real estate transaction.
Thank you for your attention to this critical matter. We look forward to your support in
safeguarding our city's historic treasures and ensuring a thorough evaluation of the
environmental implications involved. Our letter is attached for your consideration.
Best regards,
Ashley Harder
PreservePHX.org [preservephx.org] | Facebook [facebook.com] | Instagram
[instagram.com]
Page 388
February 20, 2024
The Honorable Kate Gallego
Mayor, City of Phoenix
200 W. Washington St.
Phoenix, AZ 85003
Re: Economic Hardship Hearing, Milum Textile Buildings
Dear Mayor Gallego:
The Historic Preservation Commission has correctly moved forward with initiation of the two prominent
buildings at the Milum Industries complex on North 7th Avenue to the Phoenix Historic Property
Register. We note that the justification for the designation is based on their significance as
representative of the Art Deco/Streamline Moderne design and the history of the Milum business as a
long-standing industrial enterprise in Phoenix. Both factors are in conformance with Criteria A and C of
the Phoenix Historic Property Register. While the owners may present concerns over the condition of the
structures and their roof design, there is no substantive evidence on the record of specific deterioration
or structural deficiency specific to the Milum buildings.
The owners are making an application for demolition under the guise of economic hardship. While we
understand their financial concerns and the burden they may be under, the Milum complex was under
active consideration for redevelopment by a developer working with the City until the summer of 2023.
The owner has stated in prior hearings there are no longer any environmental/contamination issues with
the site. That is hard to confirm, but such clearance should be a matter for verification before the City
takes any action that would facilitate demolition. Any soil contamination issues would not go away if the
buildings were to be demolished.
The demolition application pertains to the two primary buildings on the north portion of the site that are
viable candidates for rehabilitation. Both buildings would be potentially eligible to be funded by an
interested applicant under various City funding programs related to historic preservation or thoughtful
downtown development, especially now that the buildings have been formally initiated for formal
historic designation. From the perspective of Preserve Phoenix, it is our position that in 2024, historic
Preserve Phoenix • 734 W. Polk St., Phoenix, AZ 85007
www.PreservePHX.org
Page 389
buildings offer more latent potential and economic value to a site as a development asset compared to
demolition and clearance for more vacant land.
We hope that you and Members of Council will deny the request for demolition based on economic
hardship and allow the two buildings on the northern portion to remain standing so all parties can once
again seek positive future development on the Milum site and our downtown’s 7th Avenue corridor.
Sincerely,
Roger A. Brevoort
Chair, Advocacy Committee
Preserve Phoenix
Preserve Phoenix • 734 W. Polk St., Phoenix, AZ 85007
www.PreservePHX.org
Page 390
Grand Avenue Arts & Preservation
1301 Grand Avenue #8
Phoenix, AZ 85007
602.391.4016
February 20, 2024
Councilmember Yassamin Ansari
200 W. Washington St.
Phoenix, AZ 85003
Dear Councilmember Ansari:
Grand Avenue Arts and Preservation requests that Mayor and Councilmembers
support the City of Phoenix Historic Preservation Office’s request for a historic overlay
on several key buildings at the Phoenix Laundry and Dry Cleaning site (now known as
Milum Textile Services).
A tour of the historic buildings at this site (2 with beautiful lamella truss roof
structures) were a highlight over the years on the Grand Avenue Festival’s “Under the
Vintage Roof Tours”. The public was honored to be able to enter the site to view the
unique architectural lamella roof construction as well as other notable historic
building features, and were fascinated by the intriguing history of the site. The main
buildings at the site are truly some of the most beautiful warehouse buildings in the
State of Arizona.
Adaptive re-use projects have proven finacially viable in many cities, Phoenix being
one, creating a unique sense of place and quality of life to the built environment. The
distinction of adaptive reuse projects not only lift us out of the mundane, but become
active and exciting destinations for locals, out-of-town visitors, and future residents.
Sincerely,
Beatrice Moore, Director (via electronic signature)
CC: Mayor Kate Gallegos and Councilmembers: Betty Guardado; Kesha Hodge
Washington; Ann O’Brien; Laura Pastor; Kevin Robinson; Debra Stark; Jim Waring;
Helana Ruter, City of Phoenix Preservation Officer; Ashley Harder, Preserve Phoenix;
GG George, Phoenix Historic Neighborhoods Coalition; James McPherson, Arizona
Preservation Foundation; Bob Graham, Grand Avenue Members Assoc.
Page 391
RE: Milum Textile Services Building
March 5, 2024
Dear Anthony Grande and Helana Ruter,
I am writing this letter of support as the president of the Phoenix Art Deco Society, a 501(c)3
non-profit organization. Our mission is to create experiences for the public and our members that
encourage the preservation, education, and celebration of Art Deco in Phoenix and around the
world and I believe that investing in the protection of our historic buildings is a large part of that
mission.
In the special case of Milum Textile Services, this property provides an example of Streamline
Moderne architecture of the 1930s and its lamella roof holds incredible value. Such a unique
piece of art should be preserved.
Because of this, I would like to formally voice my support in protecting the Milum Textile
Services property from demolition and support the Historic Preservation Commission's
recommendation to put a Historic Preservation Overlay on the Milum buildings and attest to the
building's significance. These buildings serve a greater purpose than as structures alone. They are
part of the rich and integral history of my hometown, Phoenix, AZ.
As a native, I found it easy to be detached from our Phoenix history. It seems common for
individuals to drive by buildings and landmarks without questioning their origin - and this is in
part because of the increasing number of historic property demolitions. Saving these properties
saves the connection to our past and cultivates a sense of pride, understanding, and community in
a city - something that Phoenix should value. Without this connection to our past and what
defines our culture as Phoenicians, a city cannot truly flourish.
Once these historic buildings are demolished, they will be gone forever, and with it, some of our
history.
Sincerely,
Erin Ross Lindsey
President, Phoenix Art Deco Society
CC:
Mayor Kate Gallego,
Council Member Yassamin Ansari
Preserve PHX
Page 392
ATTACHMENT H
Kevin Weight
From: marilyn milum
Sent: Wednesday, December 6, 2023 7:03 AM
To: Kevin Weight; Helana Ruter
Subject: Fw: 333 N 7th Ave.
Hi Kevin,
The letter below is from one of our brokers we have been using for the last few years representing the property at 333 N
7th Ave.
Please include this for our file concerning the hardship meeting. Thank you.
Sincerely,
Marilyn Milum
Sent from Yahoo Mail for iPhone [mail.onelink.me]
Begin forwarded message:
On Tuesday, December 5, 2023, 1:25 PM, Justin Horwitz
Craig/Marilyn,
Please let this email serve as my insight on the value of the property and particularly how the value has
been impacted by the existing structures over the course of 3+ years of attempting to sell your property.
Generally speaking, the majority of developers that are willing to pay market pricing for development
property are not structured for nor interested in pursuing sites that require historic preservation as part
of a planned development. We are finding that most of the development community is interested solely
in the land so that they can more freely plan a development with a clearer path to entitlements. We are
currently asking $9.2mm for the 2.39 AC site. That is ±$88 PSF on land value which I believe is right in
line with the market and I do believe the site would have sold long ago if it weren't for the complexities
created by the push for historic preservation. It's hard to specifically gauge how much loss in value will
occur if a developer is to incorporate these structures, but at this moment and certainly for the
foreseeable future, we are finding that there is not any interested parties at any price.
Justin Horwitz, SIOR | Senior Advisor
SVN Desert Commercial Advisors | AZ O/I CRE Sales Team
5343 N. 16th St., Suite 100 | Phoenix, AZ 85016
Phone 480.425.5518 | Mobile 480.220.2674
justin.horwitz@svn.com | www.svndesertcommercial.com [svndesertcommercial.com]
AZ O/I LinkedIn [linkedin.com]
All SVN® Offices Independently Owned and Operated.
Page 393
Kevin Weight
From: marilyn milum
Sent: Thursday, December 7, 2023 10:30 AM
To: Kevin Weight; Helana Ruter
Subject: Another break-in
Thepolicewerethereagainthismorning.
Homelesspeoplesleepinginthebuilding.
MorewastedresourcesofPhoenixPD
Thepolicehavetoclearthepropertyeachtimeandmakesurenooneisinside,thatisabigjob.Andadangerousjob.
Swatunits,canineunitsandtheuseofmanyofficerswasnotmeanttobeusedinthisway.
Marilyn
SentfromYahooMailforiPhone[mail.onelink.me]
Page 394
Kevin Weight
From: marilyn milum
Sent: Wednesday, December 6, 2023 11:14 PM
To: Kevin Weight; Helana Ruter
Subject: Fw: 333 N 7th Ave.
HiKevin,
Pleaseaddthisletterofopinionfromoneoftheprimarybrokerswhohashaditlistedsince2019.
Thanyou,
MarilynMilum
SentfromYahooMailforiPhone[mail.onelink.me]
Beginforwardedmessage:
OnWednesday,December6,2023,9:35PM,PaulBorgesen
Marilyn,
ItismyopinionthatpotentialHPrestrictionshavekeptmultiplegroupsfrommakinganofferonthe
propertyasitisnotfinanciallyfeasibletobringthecurrentstructureuptocodeaswellasincorporateit
intoanewdevelopment.MostdevelopersarenotwillingtotakeonthecityorHPtryanddealwiththis
potentialhurdle.MostgroupshearthattheremaybeaninterestinthepropertyfromHPandthatisthe
endoftheconversationabouttheproject.Thepropertyiszonedtoallowapartmentsandis
surroundedbynewapartmentdevelopmentandthisinmyopinionwouldbethehighestandbestuse
forthelandthiswouldalsobringyouasthesellerthehighestvalue.
Paul Borgesen, SIOR
Senior Vice President
Capital Markets | Investment Sales
TRANSWESTERN
2501 E. Camelback Rd, Suite 1
Phoenix, Arizona 85016
Direct: 602.296.6377
Cell: 602.214.9033
transwestern.com [transwestern.com]
Page 395
From:marilynmilum
Sent:Tuesday,December5,20231:44PM
To:PaulBorgesen
Subject:Fw:333N7thAve.
HiPaul,PleasewriteusasimilarletterandalsostatewemissedthatwindowofopportunitieswhereJustinalsotoldmeearliertheremayhavewellbeenmultiplebidders,biddingwarifHPbuildingsdidnotneedtostayandinterestsratesandbuildingrateswerelower,etcTh
HiPaul,
PleasewriteusasimilarletterandalsostatewemissedthatwindowofopportunitieswhereJustinalso
toldmeearliertheremayhavewellbeenmultiplebidders,biddingwarifHPbuildingsdidnotneedto
stayandinterestsratesandbuildingrateswerelower,etc
┰
Thankyou┭
┯
┮
PSthisisbeingusedinourhardshiphearingandtheywantedastatementofthissortfor
Anargumentinadditiontowhatyouhadprovidedpreviously.
SentfromYahooMailforiPhone[mail.onelink.me]
Beginforwardedmessage:
OnTuesday,December5,2023,1:25PM,JustinHorwitz
Craig/Marilyn,
Please let this email serve as my insight on the value of the property and
particularly how the value has been impacted by the existing structures over the
course of 3+ years of attempting to sell your property. Generally speaking, the
majority of developers that are willing to pay market pricing for development
property are not structured for nor interested in pursuing sites that require historic
preservation as part of a planned development. We are finding that most of the
development community is interested solely in the land so that they can more
freely plan a development with a clearer path to entitlements. We are currently
asking $9.2mm for the 2.39 AC site. That is ±$88 PSF on land value which I
believe is right in line with the market and I do believe the site would have
sold long ago if it weren't for the complexities created by the push for historic
preservation. It's hard to specifically gauge how much loss in value will occur if a
developer is to incorporate these structures, but at this moment and certainly for
the foreseeable future, we are finding that there is not any interested parties at
any price.
JustinHorwitz,SIOR|SeniorAdvisor
SVNDesertCommercialAdvisors|AZO/ICRESalesTeam
Page 396
5343N.16thSt.,Suite100|Phoenix,AZ85016
Phone480.425.5518|Mobile480.220.2674
justin.horwitz@svn.com|www.svndesertcommercial.com[svndesertcommercial.com]
AZO/ILinkedIn[linkedin.com]
AllSVN®OfficesIndependentlyOwnedandOperated.
ThisemailandanyfilestransmittedwithitarethepropertyofTranswesternanditsaffiliated
companies,areconfidential,andareintendedsolelyfortheuseoftheindividualorentitytowhichthis
emailisaddressed.Ifyouarenotoneofthenamedrecipientsorifyouhavereasontobelieveyouhave
receivedthismessageinerror,pleasenotifythesenderanddeletethismessageimmediatelyfromyour
computer.Anyotheruse,retention,dissemination,forwarding,printingorcopyingofthisemailis
strictlyprohibited.
Page 397
Kevin Weight
From: marilyn milum
Sent: Thursday, December 7, 2023 1:26 AM
To: Kevin Weight; Helana Ruter
Subject: 333 N 7th ave
Kevin,
You may wonder why two different brokers letters.
The two brokers have been working since 2019 on trying to sell our property on &th ave.
Justin is still at SVN and Paul has chosen to change companies but they are still co-
listing since the two had it listed at the one compant when they were associates.
You are possibly wondering why I am up so late my husband just left to check on the
property on 7th since we are have had tresspassers coming in at night sleepng, and
making messes,very hazadous.
After multiple breakends we secured the building further and he needs to check if the
barriers we used are working or weather they are down, meaning they got in again.
Marilyn
Page 398
Kevin Weight
From: marilyn milum
Sent: Thursday, December 7, 2023 9:08 PM
To: Kevin Weight; Helana Ruter; marilyn milum
Subject: Invoice for one year
Please note that this is just for one year in which we extended it it for as long as we were under contract with the
developer which was in the purchase agreement.
We have a different carrier now and at this moment I cannot locate our invoice.
Page 399
Kevin Weight
From: marilyn milum
Sent: Thursday, December 7, 2023 9:15 PM
To: Kevin Weight; Helana Ruter
Subject: insurance and taxes
I have been trying to download our tax amounts we have paid for the last two years.
The site has been down.
It is public knowledge so I will say when I looked up a few days ago it was a little over
$40,000.00 and has been that amout approx., for the last two years.
Page 400
Page 401
Sent from Yahoo Mail for iPhone [mail.onelink.me]
Page 402
Kevin Weight
From: marilyn milum
Sent: Thursday, December 7, 2023 11:11 PM
To: Kevin Weight; Helana Ruter
Subject: comments about 333N 7th ave
To:marilyn milum
Thu, Dec 7 at 11:06 PM
Kevin,
Please include this in the files. Thank you.
In case you are wondering why there are two different companies with our brokers, Justin and Paul were
associates at the same firm before Paul went to work for a different firm. Both of these gentlemen have worked
very hard to represent us and are still working on the listing. They have reported to us during the last several
years their obstacles in selling our property that have been mainly the “Historical Preservation” (“HP”) problem
we have with the City that prevents successful sales efforts. Non one wants to buy such a property, which has
been confirmed repeatedly by our brokers’ many sales contacts.
Both have told us repeatedly that buyers are not interested in dealing with HP. We have also have had
extensive feedback that it would be cost prohibitive to even try to save these structures.
We can no longer maintain them. It has caused a huge burden financially on us not to mention what is has done
to us mentally and physically and our quality of life. We are septuagenarians that want to retire and the property
is our retirement fund. My husband is ill and this is not equitable for us to bear the burden and expense of this
property. It has been debilitating. We can no longer deal with these costs after four years of determined sales
efforts. To impose such a mandate on two individuals is criminal or at least unconstitutional. We feel like
someone has stolen our property and we have to bear the burden of paying a ransom for it as well as in the
interim maintaining the property for the thieves.
Property taxes, Insurance, utilities, and to maintain such as broken windows, kicked in doors, trash, feces,
graffiti, and our precious time.
Prop 207 was a clear indication that the citizens in Arizona do not want this abuse by government officials.
I hate to be so blunt, but that is now how we are feeling . We have earnestly tried to work with the City, we are
in the fifth year of this tyrany and we are tired of all the red tape and emotional, physical, financial abuse we
have been dealt by the city and it is truly time for the City to release this terrible burden. We feel the City has
gone too far.
We are asking for fairness and justice. We also think there are political schemes behind this to stop more
contemporary development rather than just to save a “priceless” building. There is no significant historic value
to preserve, it is simply a manipulation and political effort by primarily a very small number of people who
want to limit the density.
We have been damaged. These are dilapidated buildings that have outlived their use.
Page 403
We believe this mandate has enough severe impact to our rights that it warrants compensation. The whole idea
of "historic" is so subjective. The City should bear the cost and pay for it if they want a museum.
Instead the City wants to give rich developers, taxpayers money at their whim and when the taxpayer will
probably never see the inside of these buildings they want to keep. I s that fair and equitable?
The City is on record telling us over and over do not pursue a demo permit , it will be turned down and told us
they would not let the buildings go.
These are decaying buildings that need to be torn down for useful housing.
Since it has gotten cold now, the homeless are trespassing causing the SWAT teams, the canine teams and
multiple officers (a dozen or more, yesterday), more today. Every time a break in occurs, we call the police
they have to search the property and clear it. What a horrible use of our police resources. This is inviting
criminal activity downtown. These officers could lose their lives going into the dilapidated buildings to search
nooks and corners, closets, all room by room. These intruders are scared inside the building and could react
with violence towards our City’s finest.
Our freedom has been taken from us.
All of this has occurred because a very small number of people have a whim for saving these junky, old
buildings with no modern times commercial, viable use.
Please help resolve these serious matters in the near future well before October by when these issues would be
five years with out resolution.
A solution will also help our efforts to sell the property which has been substantially slowed by other
substantially more complex matters than HP considerations for a building that does not seem to meet any
realistic HP concerns compared to other HP properties.
We have reviewed the check lists requested and feel like most of these requests i.e., getting itemized
construction costs to restore the 100 year old property are burdensome and are not applicable to the site. We
never plan on using the property for another commercial laundry and to get an itemized costs would be so
expensive and unrealistic it assumed these request would be for much smaller projects. To do what you are
requesting would be a hardship and speaking with a contractor undoable.
It would be 10’s of thousands of dollars and a waste of the contractors time and ours.
The contractors would not take us seriously.
Thank you.
Sincerely,
Marilyn Milum
Page 404
Kevin Weight
From: marilyn milum
Sent: Friday, December 8, 2023 8:50 AM
To: Kevin Weight; Helana Ruter
Subject: Property Taxes, Utilities, maintanence , insurance
Good morning Kevin,
TO add to file please
WE have calclated between $ in excess of 100,000 a year saving the property for PHOENIX
Multiple insurance companies turned us down for insuranc
Insuring an empty building is risky and to keeping this place up is simply
unsastainable for us
In the last couple of weeks we have turned off utilities
Aps we beleive has left one meter on by mistake.
We need to call them to turn off the last meter
Page 405
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Page 407
Kevin Weight
From: marilyn milum
Sent: Thursday, December 21, 2023 12:30 AM
To: Helana Ruter; Kevin Weight
Subject: A little more complicated Lamella
https://www.google.com/gasearch?q=lamella%20roof%20collapses&tbm=&shem=rime&source=sh/x/gs/m2/5#fpstate=
ive&vld=cid:2426b60c,vid:YsJqJKtrwlk,st:0[google.com]
SentfromYahooMailforiPhone[mail.onelink.me]
Page 408
Kevin Weight
From: marilyn milum
Sent: Thursday, December 21, 2023 12:40 AM
To: Helana Ruter; Kevin Weight
Subject: Complicated
PoliticallyI’mnotsuretheLamellaenthusiast
WouldbeassupportiveiftheyknewZollingerwaspartoftheNaziparty.IsthepublicgoingtobeacceptingoftheNazi
linkwiththeNaziexampleofsuperiorengineering…?
https://www.youtube.com/watch?v=YsJqJKtrwlk[youtube.com]
SentfromYahooMailforiPhone[mail.onelink.me]
Page 409
Kevin Weight
From: marilyn milum
Sent: Thursday, December 28, 2023 3:48 PM
To: Helana Ruter; Kevin Weight
Subject: Roof collapse
NotsureifIsentthisone
Page 410
Page 411
SentfromYahooMailforiPhone[mail.onelink.me]
Page 412
Justin Horwitz - SVN
Paul Borgesen - Transwestern
5343 N. 16th St. #100
Phoenix, AZ 85016
Helena Ruter
200 W. Washington St.
Phoenix, AZ 85003
Dear Ms. Ruter,
On behalf of Paul Borgesen, Senior Vice President with Transwestern, and myself, Justin Horwitz, Senior
Advisor with SVN, please accept this letter in relation to the Milum Textile property located at 333 N 7th
Ave, Phoenix, AZ 85007.
Paul and I are commercial real estate agents with substantial experience selling development properties
particularly in Downtown Phoenix. In April 2020, we began actively listing the subject property for sale and
to this point, we have been unsuccessful in solidifying a buyer for the property. Throughout the course of
our listing, the subject property has received good interest from prospective buyers. However, following
initial conversation with various zoning attorneys, the overwhelming majority of prospective buyers do not
pursue the purchase of the property due to concerns over multiple City of Phoenix interests in historical
preservation of several major structures. This has presented a number of challenges, but a few of the
main issues are as follows:
1. The process is relatively more complex. Incorporating historical structures on any site adds
multiple layers of processes to the design, planning, and zoning stages that eliminates a number
of quality developers. The majority of developers we have presented the site to ultimately are not
equipped to handle an abnormal development process or do not have an interest in taking on the
risk given the amount of unpredictable expenses in the pre-development and construction
phases. Simply put, our experience has been that most developers want a “cookie cutter” site that
allows them to repeat their typical planning, zoning, design, and construction processes. This site
does not allow for that with historical structures in place.
2. Historical structures in their current location dramatically hinder design capabilities and limit a
developers ability to maximize density in its planned development. This directly impacts the
ultimate price they are willing to pay for the property.
3. Retaining the structures creates liability that adds significant costs to a project making it
infeasible. The existing structures are quite old and have had years of industrial wear and tear
placed on them. Again placing more unpredictability and liability into a project than any
prospective buyer has been willing to take on.
4. Items 1-3 listed above are primarily addressing the items of contention solely from a
redevelopment perspective. We have also spent countless hours over these last few years
attempting to identify end users that have an interest in retaining and using the existing
structures. While we have had groups acknowledge the unique elements of the structures and
have a vision for an end use, the estimated costs of renovations steer groups away from pursuing
a purchase of the property. To be more specific, we had a licensed general contractor walk the
property and while we could not get a specific bid, we were provided with a rough estimate
upwards of $10MM to simply bring the building up to code. This was purely contemplating the
Page 413
costs to bring the building up to current code (i.e. remove and replace the existing complex utility
system, replace the electrical system, treat any asbestos due to the age of the structure, sure up
the roof system that requires significant inspection to even understand its current condition,
redesign and replace the entire HVAC system, and address general ADA items just to name a
few). Again, this is only to bring the building to code in a “vanilla shell” condition and does not
include the cost to customize the interior layout for an end user.
The main purpose of this letter is to attempt to identify how much the property is worth as raw land with all
structures demolished as opposed to its value with various structures historically preserved. This proves
to be a rather difficult task. While we have contemplated comparable sales for land sites in the immediate
area (please see Exhibit “A” - Comparable Sales enclosed), it’s virtually impossible to identify a value for
the property with structures in place. As mentioned above, in over three years of tireless efforts to find a
buyer, we have come up empty handed. One could argue that there is no buyer in the foreseeable future
for this property at any price given the significant cost of improvements due to the issues listed above.
Alternatively, as it pertains to the potential value of the land with all structures demolished, we have
identified seven comparable sites based on location, land size, and/or intended use for the property. The
sales comparables range from $111 PSF to $316 PSF on land value only. The average of the seven
comparable sales is $201 PSF. Relative to the subject property, one could argue that without any
historically preserved structures, the land’s value is upwards of $21MM for the 2.39 AC of land. Our
current asking price for the property is $9.2MM with no qualified parties pursuing at this price. We do
however have a number of groups that have indicated a high level of interest in the property if the owner
of the property can deliver the property with either a demo permit for the entirety of the site or with all
structures fully demolished.
In closing and as mentioned above, without any prospective buyers to currently reference, it is difficult for
Paul or I to determine the value of the property with historically preserved structures in place. However, it
is safe to assume that the loss in value to the property would be significant relative to the comparable
sales in the area.
Please feel free to reach out should you have any questions.
Sincerely,
Justin Horwitz Paul Borgesen
Page 414
Exhibit “A” - Comparable Sales
Site Land Size Sale Price/ Sale Date Notes
Land PSF
520 S. 5th St. 2.56 AC $17,300,000 12/8/23 Existing parking lots;
Phoenix, AZ 85004 $155 PSF Covered land purchase.
840 N. Central Ave. 1.11 AC $10,500,000 12/8/23 Part of assemblage.
Phoenix, AZ 85004 $217 PSF
343 E. Lincoln St. 1.00 AC $8,643,000 10/2/23 Future use for Phoenix
Phoenix, AZ 85004 $198 PSF Suns/Mercury.
114 E. Portland St. 0.64 AC $8,820,000 2/2023 Future development site.
Phoenix, AZ 85004 $316 PSF
510 E. Lincoln St. 1.60 AC $9,500,000 1/5/23 Future development site.
Phoenix, AZ 85004 $136 PSF
601 N. Central Ave. 1.83 AC $22,000,000 3/2/22 Future development site.
Phoenix, AZ 85004 $275 PSF
362 N. 3rd Ave. 0.76 AC $3,700,000 12/29/21 Future development site
Phoenix, AZ 85003 $111 PSF
AVERAGES $201 PSF
Page 415
Kevin Weight
From: marilyn milum
Sent: Monday, January 8, 2024 2:22 PM
To: Kevin Weight; Helana Ruter
Subject: Important information
Please add this to our HP file and please make available to HP commission and city council members.
We feel like the city of Phoenix has not done their due diligence in insisting on keeping structures when they know
virtually nothing about their safety.
This is very risky.
Sincerely,
Marilyn Milum
Sent from Yahoo Mail for iPhone [mail.onelink.me]
Page 416
Kevin Weight
From: marilyn milum
Sent: Monday, January 8, 2024 2:17 PM
To: Kevin Weight; Helana Ruter; Roger Strassburg
Subject: Sensitivity analysis of Kiewitt-Lamella reticulated domes due to member loss -
ScienceDirect
https://urldefense.com/v3/__https://www.sciencedirect.com/science/article/abs/pii/S0143974X21004983__;!!Lkj
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Sent from my iPhone
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Page 425
From: marilyn milum
To: Helana Ruter
Subject: Failures of Lamella
Date: Thursday, January 25, 2024 11:15:43 AM
Attachments: image.png
A lot of the integrity is no longer there, not up to US safety standards.
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Sent from Yahoo Mail for iPhone [mail.onelink.me]
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buildings
Article
The Geometry of Timber Lamella Vaults: Prototype Analysis
Milica Petrović 1, *, Isidora Ilić 1 , Svetislav Mijatović 2 and Nenad Šekularac 1, *
1 Faculty of Architecture, University of Belgrade, 11000 Belgrade, Serbia
2 Faculty of Physics, University of Belgrade, 11000 Belgrade, Serbia
* Correspondence: milica.petrovic@arh.bg.ac.rs (M.P.); nenad.sekularac@arh.bg.ac.rs (N.Š.)
Abstract: This paper presents timber lamella structures applied to the circular cylinder surface when
all lamellae axes intersect at the nodes. To achieve the uniformity of all elements in this structure,
the geometry of the structure must be carefully designed. The main methods for the research are
graphical and numerical methods for geometric design and a prototype construction for a specific
geometric pattern. The methods are discussed for their ease of replication, as well as the possibility of
reinterpretation on other surfaces, while the prototype design and construction give insight into the
process from design to execution. The combination of these methods allows for a thorough analysis of
the geometry for lamella structures. The analysis shows that geometrical design must begin from the
whole to the lamella, and that the number of element types in the structure depends on the disposition
of the elements and the angle of the pattern. The discussion shows the advantages and limitations of
the proposed methods, while the conclusions give the guidelines for the implementation of lamella
structures into new design projects.
Keywords: right circular cylinder; parametric equations; graphical method; timber structures
Citation: Petrović, M.; Ilić, I.; 1. Introduction
Mijatović, S.; Šekularac, N. The Lamella structures are spatial structures in a diamond pattern formed by ribs called
Geometry of Timber Lamella Vaults:
lamellae [1]. They are usually classified as braced structures—vaults and domes [1,2]. This
Prototype Analysis. Buildings 2022,
paper will present timber lamella vaults when the diamond pattern of lamellae is applied to
12, 1653. https://doi.org/10.3390/
a circular cylinder surface. Contemporary tendencies in architecture, following the sustain-
buildings12101653
able development trend, have led architects to think about the return to natural materials
Academic Editor: Reinhard and the reduction of pollution created by the construction industry. The advantages of
Brandner historical timber structures are being examined for possible modification and application
in contemporary architectural practice. Lamella structures have stood out because of their
Received: 3 September 2022
Accepted: 8 October 2022
aesthetics, economy and ease of construction.
Published: 11 October 2022
1.1. Literature Review
Publisher’s Note: MDPI stays neutral
The design of the Zollinger roof structure made an impact on the construction industry
with regard to jurisdictional claims in
after World War I. The roof of modernism [3] was designed by the architect Friedrich Zollinger
published maps and institutional affil-
and patented in 1921 [4]. When invited to the City Council meeting for the rebuilding
iations.
of Merseburg, Germany at the end of 1918, the architect Zollinger had an idea of how to
design a simple construction model for new houses. The loadbearing elements of the house
would be made out of cast-in-place concrete, and the innovative roof structure would be
Copyright: © 2022 by the authors.
constructed out of timber lamellae, easily prefabricated and assembled even by untrained
Licensee MDPI, Basel, Switzerland. workers. The diamond pattern of the structure, reinforced with decking, required no
This article is an open access article additional structural elements, making it cost-efficient compared to traditional roofs. The
distributed under the terms and analysis of material consumption showed that traditional roofs require twice as much
conditions of the Creative Commons material per square meter of the floor plan as the Zollinger roof. The section of this timber
Attribution (CC BY) license (https:// lamella structure shows that the roof shape is a segmental arch consisting of two circular
creativecommons.org/licenses/by/ segments. This form provides additional volume, so two floors could have been placed
4.0/). under the roof as shown in Figure 1 [5].
Buildings 2022, 12, 1653. https://doi.org/10.3390/buildings12101653 Page 445 https://www.mdpi.com/journal/buildings
Buildings 2022, 12, 1653 2 of 20
Figure 1. Lamella roofs for (a) housing, (b) halls and (c) barns [5].
The roof is constructed out of timber lamellae with variable cross-section and the
upper edge was shaped to follow the arch of the roof. Lamellae were all uniform in shape
and size. Two types of lamellae were applied, based on the roof span. The dimensions
of the first type were width/height/length = b/h/L = 2.5/15/190 cm and the second
were b/h/L = 5/30/150 cm (Figure 2) [6]. When the need for production halls with large
spans increased, so did the cross-section of the lamellae, which showed great deflections
right after the construction [7]. Other architects started experimenting with the change of
disposition and the doubling of the lamellae [7,8], but soon new types of lamella structures
were designed, using steel elements and purlins as reinforcement [7,9].
Figure 2. Zollinger lamella roof design: (a) lamella detail with dimensions, (b) joints of lamellae, (c)
transverse section and (d) longitudinal section of the roof for housing [6].
The geometry of the first lamella roofs was half of a circular cylinder surface or its
segment, in the span to rise ratio between 1:2 (semicircle) to 1:8 (flat arch) [10]. Later, the
diamond pattern was applied to the spherical surface for dome structures and to this day,
examples on free-form geometries can be found. Lamella structures were built all over the
world, from timber to concrete, all following the geometry of a cylinder [7,9–11]. Other
types of geometries were too complex to calculate without a computer. If the geometry
is symmetrical on both axes, the number of equations is smaller, and the calculation is
simpler [10]. With the use of computer software, new lamella structures on free-form
geometries were erected.
The aesthetics and expressiveness of the diamond pattern have made lamella structures
the primary choice for large-span objects where the structure remains visible. The advantage
of lamella structures is the uniformity of the elements—the lamellae and their joints, which
Page 446
Buildings 2022, 12, 1653 3 of 20
lead to the ease of production and assembly, the speed of erection and the minimised cost
of the overall structure regarding the volume it covers. In order to preserve its advantages,
it is necessary to find a suitable geometrical pattern for the lamellae axes to be applied to a
circular cylinder surface. Throughout the years, several solutions were designed in timber
and steel. The original structure, the Zollinger roof, was made out of timber planks placed
vertically to the floor. Each lamella is twice the size of the diamond, and they are connected
interchangeably, one in the middle of the other [1]. Three lamellae intersect at the node,
with one central and two connecting lamellae shown in Figure 2. They are spaced apart
for three widths of the lamella to mount the bolts [12]. This spacing also allows for the
lamellae to be placed vertically and to follow the curve of the vault. The length of lamellae
in steel lamella structures by engineers Emil M. Hünnebeck and Hugo Junkers is the size of
the diamond, which allows them to put the connecting lamellae closer and to still follow
the vaulted surface [13]. In these structures, the lamellae are rotated or translated in the
horizontal plane to have all uniform elements and to follow the envelope of the cylinder,
as presented in Figure 3. This creates an eccentricity at the node, resulting in the moment
around the vertical lamella axis for the dominant axial forces in the structure.
Figure 3. Diagrams showing three types of lamella vaults and the rotation/translation of the lamellae
(up) with different types of nodes (down) [13].
Recent developments in lamella structures have shown the possibility to apply the
diamond pattern on a number of forms using contemporary tools. Authors research regu-
larities in different geometries trying to find the best structural pattern and the construction
strategy for timber structures [14–16]. In recent years, a development in lamella struc-
tures was presented through workshops, experiments and built objects such as TIJ Bird
Observatory [17–19].
1.2. The Aim of the Study
This paper discusses the geometry of timber lamella vaults. The design and position
of the lamellae on the cylindrical surface have to be precisely defined in order to maintain
the diamond pattern and the uniformity of the elements. The focus of this research is
the lamella structure where all lamellae axes intersect at the node to avoid eccentricity
(Figure 4). This will create a problem of rotation of lamellae in relation to the cylindrical
surface, which is analysed and presented in this paper. The aim of this study is to better
understand the geometry of lamella structures to be easily modified and adapted for use
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Buildings 2022, 12, 1653 4 of 20
in contemporary structures. The idea is to comprehend the regularities of the geometrical
design for cylindrical surfaces for the purpose of interpretation on other surfaces.
Figure 4. Diagram showing the node with one central lamella and two connecting lamellae when
lamellae axes intersect.
The methods applied in this paper are the graphical method, the numerical method
and prototype design. The graphical method presented in this paper is a novel approach,
not found in the literature. The authors used different software to find the best possible
solution for the geometric design of the lamellae axes. To expand the analysis, and to
precisely define the geometry of the axes, a numerical method was applied. The authors
presented a new method for defining the geometry of the axes and compared it to the
method presented by Tutsch [13]. The prototype design was derived from result comparison
of the graphical and numerical method. This prototype shows the level of uniformity of
the elements and the time needed for prefabrication and construction. The erection of the
prototype followed the instructions presented by Hosseinzadeh [10] since no other authors
describe the method of erection.
The discussion includes all three approaches for the geometrical analysis and presen-
tation of timber lamella vaults: (1) the graphical method, (2) the numerical method and
(3) the physical model. The conclusions of this research affirm the aim of the study and
open new questions for further research.
2. The Geometrical Design Methods
To obtain the precise geometry of the lamellae, the research was carried out using
graphical and numerical methods. The main criterion is that the uniformity of the elements
needs to be preserved since this is one of the main advantages of lamella structures.
The chosen geometry for the lamella vault is a cylinder surface. The cylinder type is a
right circular cylinder, consisting of two of the same parallel bases the shape of a circle. The
envelope of a cylinder is a perpendicular surface with all the same and parallel lines equal
to the height of the cylinder, which is the vertical distance between the two bases.
The original lamella structure, the Zollinger roof, was designed as two circular cylinder
surface segments of the same radius that meet along the ridge. Cylinder surface segments
were also used for other types of buildings, such as halls and barns [5,7,9,11].
2.1. The Graphical Method
2.1.1. Connecting of the Arched Lamellae
The first iteration for the geometrical design of the lamella structure using the graphical
method was based on the analysis of the lamella joint. The observed joint is a modification
of the original joint for a Zollinger roof. In this joint, the axes of the lamellae intersect at
the node, reducing the eccentricity. The three lamellae at the node are connected using
steel plates bolted to the lamellae [20]. The research conducted by engineers Scheer and
Purnomo at TU Berlin has shown a layout of the lamella structure, with a span of 21.5 m,
a length of 21 m, an arch rise of 6.2 m and arch segments for the angle 120◦ [21]. The
presented layout was used to design one lamella as a starting point for the geometry of
the structure. Lamellae were connected one to another, forming an arch in one direction.
The other direction of the lamellae was obtained by the rotation of the arch for 120◦ . The
idea was for all lamellae to be vertical to the floor plane, that is, for the arches to move
translationally and to form the vaulted structure.
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Buildings 2022, 12, 1653 5 of 20
This design process turned out to be wrong because the lamellae cannot be placed
vertically and intersect at the node at the same time. When all the arches made from
lamellae are in place, it can be observed that the node of the lamellae is not where it should
be placed—each lamella should be connected to the middle of the lamella from the other
direction. Figure 5 shows the details A, B and C with respect to the structure. Detail A
shows the only position where it is possible to place a lamella vertically to the floor plane
and that is the ridge of the vault. Detail B shows the slight distance of the lamella from the
middle of the other one, at 1/4 of the arch, while detail C shows the greatest deviation of
one lamella to the middle of the other, observed at the point of support of the structure.
Figure 5. The plan and details of the lamella vault for the graphical method of connecting the lamellae
in an arch with details A, B and C showing the misplacement of the connecting lamellae in the node.
The conclusion is that lamella structures cannot be designed starting from an individ-
ual element to the whole assembly because the ends of connecting lamellae do not meet at
the middle of the central lamella. It is necessary to start with the whole to obtain a more
accurate geometry of the lamellae. Vertical sections through the circular cylinder give an
ellipse in the section, which cannot give uniform lamellae.
2.1.2. Projection of the Pattern to the Cylinder Surface
The second iteration was led by the idea that the fastest and simplest way of obtaining
the diamond pattern structure on a cylinder surface is to project the pattern to the cylinder
surface in software for 3D design, such as Rhino [22]. The half-radius of the base circle for
the cylinder was r = 12.4 m and the length of the cylinder was l = 21 m. The arch segment
had a span of a = 21.5 m and a rise of f = 6.2 m, giving the length of the arch a1 = 26 m.
The network was made with angles of 60◦ and 120◦ , the length of the cylinder surface
l = 21 m and the width equal to the length of the arch segment of the cylinder a1 = 26 m.
The proportions of the cylinder were obtained from the layout by Scheer and Purnomo [21].
When the network is projected onto the cylinder the disposition of lamellae is obtained.
This process is shown in Figure 6, which shows the detail of the structure with different
lengths of lamellae from support to the ridge.
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Figure 6. The axonometric view and detail of the lamella vault for the graphical method of projection
of the diamond pattern to the cylinder surface: (a) the projection plane and the cylinder surface for
projection, (b) the axis of the lamellae lying on the cylinder surface, (c) detail of the lamellae axes
showing their different lengths.
This process of geometrical design has many advantages. It is easily understandable,
so it is easy to replicate and apply to any surface. It is not time-consuming, nor it is
necessary to always apply the same diamond pattern with angles of 60◦ and 120◦ , allowing
more design freedom. The lamellae are vertical to the floor plane and intersect at the node,
creating a continuous surface for placement of any roof tiling. The only problem is the
different lengths of the lamellae, which is why this design does not fulfil the main criteria
of the uniform elements. On the other hand, each horizontal segment of the vault has the
same lamellae with the same joints, thus making sets of uniform elements. From the ridge
to the supports, the length of the lamellae decreases and the angle of the bevelling increases.
This structure could be easily prefabricated using a CNC machine for the shaping of the
lamellae, in order to decrease the time for their production. If steel plates are used for the
joints, a large number of different sets would not be economical to make. However, there
are lamella structures constructed like this, such as the ice rink structure in Toronto from
2019 with T-section joints [23].
2.1.3. Division of Cylinder Surface to Equal Parts
The third iteration for the geometric design was also led starting from the whole to
the elements with the aim for the lamellae of the same geometric characteristics to have
uniform elements and to fulfil the main criteria. Based on the layout presented by Scheer
and Purnomo [21], a segment of the cylinder surface was divided into equal parts, radially
into 20 segments and longitudinally at every 0.75 m to obtain all the nodes of the lamellae.
Lamellae rest on supports every 1.5 m and the nodes are placed interchangeably as each
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lamella connects to the middle of the one from the other direction (Figure 7a). The nodes
were connected with lines passing two lengths of the diamond to obtain the desired length
of the lamellae. Two types of lamellae were obtained, the ones 3 m in length and the ones
on the perimeter with a length of 1.5 m. These lamellae axes do not intersect at the nodes,
so the connection was simulated by a short line, which presented the joint (Figure 7b).
Straight axis lamellae create a structure similar to a folded plate, which was not the idea
behind the design. The lamellae needed to have the arched axis that lies on the cylinder
surface in order to have all the same lamellae and a uniform surface of the structure.
Figure 7. The process of division of cylinder surface to equal parts: (a) axonometric view of the
lamellae vault with nodes of the lamellae spaced 1.5 m apart, (b) detail of each lamellae span and
the connections at the nodes, (c) segment of a lamellae vault with all arched axes of the lamellae
intersecting in the node and (d) detail of the arched lamellae defined by the span and rise lines.
The arched axis of the lamellae was designed using the two lines, which defined the
plane for each lamella in the structure. The ends of the line connecting the nodes and the
top of the line presenting the connection define the arch span and rise (Figure 7d). The most
precise geometry is derived this way and the geometrical model fulfils the main criteria.
All lamellae have the same geometry and uniform joints, making the production of the
elements easy for mass prefabrication.
2.2. The Numerical Method
The geometrical shape that connects all the nodes and divides the cylindrical surface
into uniform segments is a helix.
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Starting with the parametric equation of a circle [13]
y Rcosϕ
xk = = (1)
z Rsinϕ
from which the parametric equation for a circular cylinder is obtained
⎛ ⎞ ⎛ ⎞
x x
xkz = ⎝y⎠ = ⎝Rcosϕ⎠ (2)
z Rsinϕ
the parametric equation of the helix can be derived
⎛ ⎞ ⎛ ⎞
x ( ϕ − ϕ0 )tanβ s
xs = ⎝ y ⎠ = R ⎝ cosϕ ⎠ (3)
z sinϕ
with pitch
hs = 2πRtanβ s . (4)
The angle formed by the lamellae is constant and can be derived from the parameters,
i.e., the length of the roof—L, the length of the arch—B, the number of cylinder divisions in
the X-direction—m and the number of cylinder divisions in the Y-direction—n, as shown in
Figure 8a, with its equation given as follows:
n·L
tan β s = (5)
m·B
n·L
β s = arctan (6)
m·B
The radius of curvature of the helix is
R
Rs = (7)
cos2 β s
and its arch length is
B
Bs = (8)
cos β s
deriving the abstract angle of the opening of the helix
Bs B · cos β s
αs = = = α · cos β s (9)
Rs R
Based on the elements of the lamella roof structures, as presented in Figure 8b, the
authors of this paper derive the following parametric equations for the two helixes that
form the basic geometry of the lamella roof:
⎛ ⎞
⎛ ⎞ α ·ϕ
h
x ⎜ ⎟
⎜ ⎟ ⎜ k1 ⎟
xs1 = ⎝y⎠ = ⎜Rcos ϕ + 2 · α ⎟ (10)
⎝ ⎠
z Rsin ϕ + k21 · α
⎛ ⎞
⎛ ⎞
α ·ϕ
h
x ⎜ ⎟
⎜ ⎟ ⎜ Rcos ϕ + k22 · α ⎟
xs2 = ⎝y⎠ = ⎜ ⎟ (11)
⎝ ⎠
z −Rsin ϕ + k22 · α
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-h is the length of the helix for one lamella,
L
h= (12)
m
-α is the angle of the helix needed for one lamella,
B
α= (13)
n
-ϕ is a variable that defines the segment of the helix (the length of the lamella axis is the
angle of 24◦ );
-k1 is a coefficient that is an even number;
-k2 is a coefficient that is an odd number.
Coefficients k1 and k2 define the movement of the helixes relative to one another for
half of the length of a lamella to get the right geometry for each lamella to connect to the
middle of the one from the other direction.
Figure 8. Floor plan and section of the lamella vault for geometrical analysis (a) by Tutsch [13]; (b) by
the authors.
In comparison to the parametric equation of the helix by Tutsch [13], the parametric
equations provided by the authors define each lamella axis, taking into account the mutual
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relation of lamellae. The helix equation by Tutsch defines the helix that follows the segment
of the cylinder envelope, not taking into account that the helix from the other direction
has to be translated for half of the length of the lamella. The authors define the length of a
lamella as a segment of the helix with the variable ϕ, while the coefficients k1 and k2 enable
the connection of the lamellae in the middle of the central lamellae. The graphic output of
the equations by the authors was developed in Wolfram Mathematica and is presented in
Figure 9.
Figure 9. The graphic presentation of the parametric equations for the helixes developed in Wolfram
Mathematica. The blue graph shows the helix from one direction and the green one shows the helix
from the other, translated for half of the lamella length.
When applying the numerical method for the geometrical design, the conclusion is
that even the infinitely small segment of a helix is a spatial curve. This results in lamellae
torqued around their longitudinal axes, which complicates the manufacture, see Figure 10a.
For lamellae to be manufactured, an idealisation is needed. Each segment of a helix needs
to be converted to an arch, as it was shown in the graphical method, in order to define a
planar curve for the lamellae manufacture. This leads to a slight rotation of the connecting
lamellae in the node, as presented in Figure 10b.
Figure 10. The axonometric view of the intersection of the lamellae at the node (a) showing the lamel-
lae axes following the helix curve obtained by the numerical method, and (b) showing vertical axial
planes of the lamellae in order to present the rotation at the node obtained by the graphical method.
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3. The Physical Model of a Lamella Vault
In architecture, physical models help to solve problems during the design process,
working in parallel with drawings, 3D models and construction with materials correspond-
ing to the designed structure [24]. During this process, different aspects of the design can
be modified or changed due to the design process on various scales and with a variety
of tools. Design problems can be resolved from the level of the node to the structure
as a whole. This practice was common in historical constructions when knowledge was
acquired by model design and construction and their analysis. This process of constant
iterations and relations between designing on a computer and designing a physical model
is called complex modelling in contemporary architecture [25]. The hypothesis is that it
helps with better observation and learning about the design.
Following the conclusions of the geometry analysis, the prototype was designed from
the lamellae with axes as planar arches to be easily manufactured. The axes of the lamellae
intersect at the node, eliminating the eccentricity that appeared at the original joint, making
this prototype an improvement of the historical lamella structure.
3.1. The Design of the 3D Model
The first step towards the design of a physical model of a timber lamella vault was
the design of a 3D model with all the necessary details of the lamellae and their joints. The
model was based on the arched lamellae axes obtained by the graphical method presented
in Figure 7, since the geometry of the axes provided by the numerical method results in
torqued lamellae, see Figure 10a,b. The cross-section was first assigned to the lamella placed
vertically to the floor plane and their connecting lamellae in the middle. The ends of the
lamellae were bevelled following the vertical axis planes of the lamellae so that the whole
cross-section of the connecting lamellae was pressed onto the middle of the central one.
The lamellae were then rotated around the axis of the cylinder in order to obtain the whole
structure. Thus, all lamellae are the same and all lamellae axes lie in the envelope of the
cylinder. Arches along the gables were designed as three-hinged arches. Lamellae pressed
onto the gable were cut obliquely by following the vertical plane of the three-hinged arch.
The joints for the lamellae were designed with steel plates bolted to the lamellae. The
inspiration was a T-section joint presented in the Timber Construction Manual [26]. This
joint is designed using two steel plates welded to each other to form a T-section. The
difference between this joint and the applied one is that, in this design, two steel plates
were placed on the outside edges of the lamellae and welded to the central steel plate. The
T-section joint is placed inside the lamellae and requires additional shaping, as opposed to
the applied joint. The supports were designed as point supports following the same design
logic as the joints.
The final design is presented in Figures 11 and 12. The 3D model of the structure can
be observed in Figure 11, while Figure 12 presents floor plans and sections of the structure,
providing information about its dimensions.
3.2. Elements for the Physical Model
The designed structure has a span of 10.75 m, it is 3.1 m high and requires 81 lamellae.
Based on the position of the lamellae in the structure, six types can be distinguished. All
lamellae have the same radius of curvature because they all lie on the cylinder surface.
The length of most lamellae is approximately 3 m, except the ones along the perimeter,
which are 1.5 m long (Table 1). Type 1 has a span of 289 cm and it is the most used type in
the structure. Type 3 shows the lamellae next to the supports, and type 4 are the lamellae
lying on the gable arch. Two special types are types 5 and 6, which lie on the arch and the
supports at the same time. The differences between the lamella types are created by the
length and the different angles of the bevelling of the ends. The disposition of the lamellae
in the diamond pattern with angles 60◦ and 120◦ requires this number of types, and it
cannot be reduced. The cross-section of the lamellae is width/height = b/h = 6/16 cm.
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Figure 11. Three-dimensional model of the designed lamella vault.
Figure 12. Floor plan and sections of the lamella vault of the physical model.
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Table 1. Specification of timber lamellae.
Span of a Number of Total Volume for
Type
Lamella [cm] Lamellae the Type [m3 ]
1 289 33 1.007
2 289 24 0.732
3 149.5 12 0.189
4 153 8 0.129
5 292 2 0.062
6 148 2 0.031
Total: 2.15
The structure has six types of joints based on their position inside the structure:
two types of lamellae joints, the arch and the lamellae joints, the support joints and two
types of arch and lamella support joints. The dimensions of the steel plates depended on
the position of the node and its geometry, as well as the position of the bolts according
to technical regulations (Table 2). The width of the steel plates was 3 mm for all of the
joints, except for the supports made from 5 mm thick steel plates. The used bolts were M12,
class 5.6.
The majority of the lamellae belong to types 1 and 2 (Table 1) where the bevelling of
the lamellae shows that they are mirrored one in reference to the other. Other types of
lamellae are derived from types 1 and 2. The same goes for the joints.
3.3. Construction of the Physical Model
The prefabrication of the elements preceded the construction of the designed timber
lamella vault. The base for lamellae was made from an arched glued laminated timber
beam, with an arch radius of 844 cm and outer edge length of 630 cm. In order to have
81 lamellae, 35 base arches needed to be made. The gable three-hinged arches were made
from four equal arched glued laminated timber beams, with an arch radius of 635 cm
and an outer edge length of 680 cm. Steel plate joints were prefabricated in a workshop
according to the design, out of 3 mm and 5 mm steel plates with mechanically predrilled
holes for bolts. The anchor plates were made from 10 mm thick steel plates.
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Table 2. Specification of steel joints.
Number of Total Volume for the Total Weight for the
Type
Joints Type [m3 ] Type [kg]
1 70 0.0132 103.620
2 48 0.00904 70.964
3 8 0.00249 19.547
4 12 0.00391 30.694
5 2 0.000855 6.712
6 2 0.000855 6.712
Total: 238.25
The construction of the lamella vault started with the placement and levelling of the
anchor plates, anchored to the ground with M16 anchor bolts. Support joints were welded
to anchor plates at the designed positions to provide a good starting point for mounting
timber elements. The shaping and placement of three-hinged arches was the next step.
The gable arches were measured and shaped on the ground, connected with steel plates
at the hinge, and then lifted and placed into the supports. The positions of the joints for
the lamella and the arch were measured and marked. The joints were then mounted to the
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three-hinged arch. To achieve the stability of the gable arch, the first lamellae needed to be
placed near the arch supports, as presented in Figure 13. The construction layout dictated
the sequence of the lamellae assembly, starting from one gable to the next, forming one
bay at a time in order to check the dimensions and the positions of the lamellae and the
joints. The described process of bay-by-bay construction was presented as the best manner
of construction for a lamella vault [10].
Figure 13. A diagram of the construction process of the physical model.
The base arches for the lamellae were delivered to the building site where they were
measured and bevelled according to the specifications. During the construction, it was
concluded that the base arches tended to elongate because of high temperatures, so the
position of the joints had to be measured according to the triangle between the edge joints
and the middle one. The joints were mounted onto the middle of each lamella on the
ground. The lamellae would be then placed at the designed position in the structure and
controlled by the position of the stings marking the height of the nodes. The lamellae
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would be temporarily secured with screws until the whole bay was positioned, after which
the holes for the bolts would be drilled and the bolts mounted.
At the beginning of the construction, there was a need for additional supports, since
the structure was very unstable. With the increase of the bays, the structure began to adapt
to the cylinder shape. The larger number of lamellae showed that every other lamella
reinforced the previous one and set its position in the structure. This was observed as a
successive relief in the construction process right after the construction of the first bay, and
it was confirmed after half of the structure was constructed.
The construction experience contributed to a better understanding of the timber
lamella vault. Conclusions were drawn regarding the method of assembly and the prepa-
ration of the structural elements. This experience also opened questions related to the
modification of the structure.
The construction process and the physical model are shown in Figure 14.
Figure 14. Photo of the construction process and the physical model in detail.
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4. Discussion
Lamella structures are a specific type of spatial structure primarily because of their
diamond pattern. They have the advantage of the uniformity of elements, leading to an
economical structure that is easily assembled. This pattern creates an unstable system if
no additional structural elements are applied. One of the ways to solve this problem is to
form moment connections between lamellae. In order to design a lamella structure, the
geometry must be precisely defined.
The original joint has a large moment of eccentricity compared to the other types of
joints and the load capacity of the bolts connecting the three lamellae at the node is much
smaller [12,26]. Throughout the years, engineers have suggested a modification of the
original joint and have designed a joint with all three lamellae axes intersecting at the node,
thus eliminating the eccentricity [20,21,26]. The proposed joints are usually designed with
steel plates, having a greater loading capacity than the original one. The geometrical design
and the prototype presented in this paper are for the lamella structure where all lamellae
axes intersect at the node, and the eccentricity is eliminated.
The chosen geometry of the lamella structure in this paper is a lamella vault. The
diamond pattern is applied to the envelope of the right circular cylinder. The material of
the lamellae is timber, and the joints are formed out of steel plates bolted to the lamellae.
The discussion in this paper is led by the following criteria:
1. The geometry of the structure must provide uniformity of all structural elements.
2. The lamellae must intersect at the nodes to reduce the eccentricity of the joints.
3. The construction must be simple and performed in a short period.
4. The designed structure must be economical.
The criteria are derived from the advantages of historical lamella structures, which
must not be damaged by the modification of the structure.
The geometrical design of the lamella vault was approached using the graphical
method and the numerical method. The numerical method for geometrical design opens
the possibility of easy modification of set parameters. The diamond pattern of the lamellae
can be applied to any type of surface by following the methodology shown in Section 2.2.
The authors’ numerical method presents a further observation of the specific pattern of
lamellae and gives the possibility of adaptation, which would include the interchangeability
of the original connection—one lamella connects to the middle of the next one from the
other direction. The presented parametric equations can also be used for 3D modelling
in different software plug-ins, such as Grasshopper for Rhino. This enables the fast and
precise design of the geometrical model [15,16,19]. For the physical model, the axis curves
of the lamellae would have to be optimised. The parametric definition of the helix, even
for an infinitesimal segment, gives a spatial curve, so it is necessary to modify it into a
planar curve—an arch that will define the axis of the lamella for the construction. One
of the graphical methods has shown this modification. The presented graphical methods
have shown two possible approaches to geometric design: (1) from lamella to the whole
structure and (2) from the whole to the lamella. The analysis has shown that the right
process of design is the second one and both graphical methods that followed this process
have proven successful.
The method of pattern projection to the cylinder surface creates a reasonable structure
with all vertical lamellae that intersect at the nodes. This geometry does not fulfil the first
criteria since there are numerous sets of uniform lamellae, depending on the density of
the structural pattern. This could be overcome by the production of lamellae on a CNC
machine, thus reducing the prefabrication time. The number of joint sets would be the same
as the number of lamellae sets, so a simple joint must be designed to be easily modified for
different angles in the structure. If the elements were to be mass-produced, this structure
would have complied with all the criteria except the first one.
The method of division of the cylinder surface into equal parts was applied to the
design of the physical model of the lamella vault. This method gives a uniform structure
with six types of lamellae and the corresponding joints, no matter the density of the pattern
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since the types of the elements depend on their position in the structure. The differences
among lamellae are created because of different angles for bevelling, which also influences
the angles in the joints. Types 1 and 2 are mirrored elements, which are the consequence of
the diamond pattern and the angles of 60◦ and 120◦ . The number of types could be reduced
for one if the pattern was created with 90◦ angles. This proves that the structure fulfils the
first two criteria. The only problem with this structure is the rotation of lamellae at the
nodes because the axes of the lamellae intersect at the nodes.
In historical lamella structures, the rotation/translation of the lamellae was applied
in the horizontal plane to have all lamellae vertical to the floor [13]. This resulted in a
variety of joints that had large moments of eccentricity, since the lamellae do not intersect
at the nodes, but the criteria for uniform elements was fulfilled. The advantage of Junkers’
structure, over the ones of Zollinger and Hünnebeck, was that all the joint elements were
the same. In comparison to these structures, the designed joint for the presented physical
model has reduced the eccentricity in the node, leaving the axes of lamellae to intersect.
On the other hand, the rotation of the lamellae appears in the vertical plane, making a
torsional movement around the axis, so they are not vertical in relation to the floor. The
rotation of the lamellae at the node is the consequence of the approximation of the arched
axis of the lamella corresponding to the helix curve, as presented in Sections 2.1.3 and 2.2.
This rotation of the lamellae demands further shaping after the construction is finished, to
provide a continuous surface, as it would be for the vertically placed lamellae.
The construction of the physical model for the timber lamella vault with a 10.75 m
span and a length of 10.5 m lasted seven days with only three workers. The hypothesis
is that five workers would finish the construction in a smaller amount of time, thus also
fulfilling the third criterion. The number of workers and the period of construction affect
the economy of the structure [27], i.e., the cost of construction is reduced for a small number
of workers and the short construction time. In comparison to standardised timber vaults,
this structure is not economical because all the elements are specially designed only for this
structure, while standardised vaults use mass-produced elements.
The discussion and analysis of the presented geometry of timber lamella vaults still
leave an open question for choosing the best way to design a lamella structure, thus giving
the designer the possibility to adapt the structure to its needs.
5. Conclusions
The presented research shows the problems of the geometrical design of timber lamella
vaults. The diamond pattern of the lamellae is applied to the right circular cylinder
envelope with the idea to explore different methodologies for geometrical design that could
be replicated on any type of surface. The physical model of the structure has presented
problems that emerge during the construction, contributing to the thorough analysis from
design to execution.
The conclusions about the geometry of timber lamella vaults are drawn as follows:
• The graphical geometrical design method needs to follow the process of design from
the whole to the lamella to obtain the correct geometry with as many possible uni-
form elements.
• The graphical method following the process of projection of the pattern to the cylinder
surface gives various sets of uniform elements—lamellae and the corresponding
joints—leaving them vertical to the floor plan. This process is easily replicated and the
lamellae pattern is easily modified to meet designers’ needs.
• The graphical method of the division of the cylinder surface into equal parts results in
the most uniform elements. The lamellae are rotated around their longitudinal axis, so
they are not vertical to the floor plan.
• The smallest possible number of element types is five for timber lamella vaults where
the axes of lamellae intersect at the nodes. This can be achieved only for the 90◦ angle
between the lamellae, that is, for the square pattern of lamellae.
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• The geometrical design approach using the numerical method gives parametric equa-
tions that are easily modified in 3D modelling software to meet designers’ needs.
The presented geometrical analysis and physical model of a timber lamella vault have
shown the adaptability of lamella structures and the possibility to use them in different
contemporary architectural projects.
Author Contributions: Conceptualization, M.P.; methodology, M.P. and S.M.; software, S.M.; val-
idation, N.Š.; formal analysis, M.P., I.I. and S.M.; investigation, M.P. and I.I.; resources, M.P.; data
curation, M.P., I.I. and S.M.; writing—original draft preparation, M.P.; writing—review and editing,
M.P. and N.Š.; visualization, M.P. and I.I.; supervision, N.Š.; project administration, M.P.; funding
acquisition, N.Š. All authors have read and agreed to the published version of the manuscript.
Funding: This research received no external funding.
Institutional Review Board Statement: Not applicable.
Informed Consent Statement: Not applicable.
Acknowledgments: This research was supported by LAB—Architectural Engineering Laboratory—
Structural Problems of Architectural Buildings in the Faculty of Architecture at the University
of Belgrade.
Conflicts of Interest: The authors declare no conflict of interest.
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2 September 2022).
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/tij-observatory-ro-and-ad-architecten (accessed on 2 September 2022).
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Vaults; Makowski, Z.S., Ed.; Elsevier: New York, NY, USA, 1985; pp. 406–421.
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Beograd, Serbia, 2013.
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University of Belgrade, Belgrade, Serbia, 2010.
Page 464
Design and Analysis of
Timber Lamella Segmental Arches
by
Glenn Frazee
A Report Submitted to the Faculty of the
Milwaukee School of Engineering
In Partial Fulfillment of the
Requirements for the Degree of
Master of Science in Structural Engineering
Milwaukee, WI
May 2011
Page 465
Abstract
A lamella roof offers a unique architectural feature in its interwoven network of timbers.
As a roof system, the stiffness created by the interlocking members results in a curved
roof that uses less material than a traditional rafter and purlin design. The goal of this
paper is for the reader to be able to create a preliminary design of a lamella roof that will
be strong enough to withstand the loads stipulated by the most current ASCE 7-10
Minimum Design Loads for Buildings and Other Structures. This design is facilitated by
load tables developed by the author using the finite element method and connection
tables in compliance with the National Design Specification for Wood Construction 2005
Edition using the Allowable Stress Design (ASD) procedure. In reality, the values used
for this preliminary design will give a conservative design that could most likely be
lightened with a more in-depth structural analysis. Testing on a steel lamella model
shows inconclusive results when compared to those predicted by the load table program
developed by the author and should be investigated further.
Page 466
Acknowledgments
I would like to thank the following people:
Dr. John Zachar for advising me, suggesting the project topic, keeping me on track,
providing suggestions and commentary, and generally being a great professor and
mentor.
Dr. H. P. Huttelmaier for his role on my committee and teaching me the finite element
analysis method, as well as helping me apply it to my project.
Professor Michael McGeen also for his duties as a committee member and helpful input
on multiple topics, especially the architectural considerations of lamella design.
H. Kubenik Metals for fabricating and donating a complete lamella arch for proof-of-
concept and testing.
Denise Gergetz for her tireless work in finding many obscure texts on lamella
construction and engineering.
Tim Warner for his helpful email correspondences and enlightening monograph.
Page 467
Table of Contents
List of Figures ..................................................................................................................... 7
List of Tables .................................................................................................................... 10
Nomenclature .................................................................................................................... 11
Glossary ............................................................................................................................ 14
1 Introduction ............................................................................................................... 15
1.1 History of Lamella Construction ........................................................................ 16
1.2 Previous Roof Failures ....................................................................................... 18
2 Fabrication of Lamella Pieces ................................................................................... 20
2.1 Template Creation .............................................................................................. 24
2.1.1 Connection Requirements ........................................................................... 24
2.1.2 Actual Lamella Length ............................................................................... 33
2.1.3 Top Curve Cut............................................................................................. 41
3 Analysis of the Lamella Arch ................................................................................... 44
3.1 Arch Approximation Methods ........................................................................... 44
3.1.1 von Kármán Method ................................................................................... 44
3.1.2 Scofield Method .......................................................................................... 51
3.1.3 Finite Element Method ............................................................................... 56
3.2 Comparison of Analysis Methods ...................................................................... 66
3.2.1 Dead Loads ................................................................................................. 67
3.2.2 Live Loads .................................................................................................. 68
3.2.3 Wind Load .................................................................................................. 70
3.2.4 Snow Drift Load ......................................................................................... 72
3.3 Effects of Curvature on Arch Forces.................................................................. 73
3.3.1 Dead Load ................................................................................................... 74
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3.3.2 Construction Load ....................................................................................... 75
3.3.3 Wind Load .................................................................................................. 76
3.3.4 Snow Drift Load ......................................................................................... 78
3.3.5 Balanced Snow Load .................................................................................. 80
3.3.6 Application for Load Tables ....................................................................... 81
3.3.7 Example Moment Diagrams ....................................................................... 82
4 Development of Design Tables ................................................................................. 84
4.1 Load Tables ........................................................................................................ 84
4.2 Connection Tables .............................................................................................. 86
5 Lamella Strength and Connection Design ................................................................ 90
5.1 Lamella Strength Analysis ................................................................................. 90
5.2 Connection Design ............................................................................................. 96
6 Design Example ...................................................................................................... 102
6.1 Lamella Strength Check ................................................................................... 102
6.2 Connection Design ........................................................................................... 108
7 Prototype Models .................................................................................................... 112
7.2 Matboard Model ............................................................................................... 112
7.3 Steel Model ...................................................................................................... 113
7.3.1 Load Testing ............................................................................................. 116
8 Conclusion .............................................................................................................. 128
References ....................................................................................................................... 129
Bibliography ................................................................................................................... 131
Appendix A: NDS 2005 Tables and Figures .................................................................. 133
Appendix B: Curvature versus Length Tables ................................................................ 136
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Appendix C: ASCE 7-10 Tables and Figures ................................................................. 146
Appendix D: Load versus Curvature Graphs .................................................................. 149
Appendix E: Arched Roof Load Tables.......................................................................... 160
Appendix F: Connection Tables ..................................................................................... 217
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List of Figures
Figure 1 - Hale County Animal Shelter. ........................................................................... 15
Figure 2 - Types of Lamella Roofs. .................................................................................. 16
Figure 3 - Friedrich Zollinger. .......................................................................................... 17
Figure 4 - Lamella Roof Using the Zollbau Method. ....................................................... 18
Figure 5 - Lamella Roof Plan View. ................................................................................. 20
Figure 6 - Lamella Planks with a Radius of Curvature of 12 Feet. .................................. 22
Figure 7 - Three Lamellas Per Arch. ................................................................................ 23
Figure 8 - Nine Lamellas Per Arch. .................................................................................. 23
Figure 9 - Example Lamella Connections. ....................................................................... 24
Figure 10 - Connection Edge Distance Requirements. ..................................................... 26
Figure 11 - Connection End Distance Requirements. ....................................................... 27
Figure 12 - Connection Spacing for Fasteners in a Row. ................................................. 27
Figure 13 - Diagram of Bolt Spacing. ............................................................................... 28
Figure 14 - Connection Spacing Between Rows. ............................................................. 28
Figure 15 - Connection Detail for Cǻ = 0.5. ..................................................................... 29
Figure 16 - Connection Detail for Cǻ = 1.0. ..................................................................... 30
Figure 17 - Connection Slot Plan View. ........................................................................... 31
Figure 18 - Connection Slots Elevation View for Cǻ = 0.5. ............................................. 32
Figure 19 - Connection Slots Elevation View for Cǻ = 1.0. ............................................. 33
Figure 20 - Roof Arch as a Portion of a Circle. ................................................................ 34
Figure 21 - Lamella as a Portion of the Roof Arch........................................................... 34
Figure 22 - Lamella Length and Spacing. ......................................................................... 37
Figure 23 - Additional Length Due to Eccentricity. ......................................................... 38
Figure 24 - Lamella End Bevels. ...................................................................................... 39
Figure 25 - "Shift" of the Lamella Connection. ................................................................ 40
Figure 26 - Top Curvature Cut Detail ............................................................................... 43
Figure 27 - Live Load Replacement. ................................................................................ 45
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Figure 28 - Wind Load on the Arch. ................................................................................. 50
Figure 29 - Dead Load. ..................................................................................................... 52
Figure 30 - Construction Live Load.................................................................................. 53
Figure 31 - Snow Drift Load. ............................................................................................ 54
Figure 32 - Wind Load. ..................................................................................................... 55
Figure 33 - Beam Element. ............................................................................................... 56
Figure 34 - Rotated Beam Element. .................................................................................. 58
Figure 35 - Graphs for Determining Roof Slope Factor Cs. ............................................. 61
Figure 36 - Pressure Coefficients Cp for Arched Roof. .................................................... 65
Figure 37 - Dead Load Positive Moment Graph. .............................................................. 75
Figure 38 - Construction Load Positive Moment Graph. ................................................. 76
Figure 39 - Wind Load Negative Moment Graph. ............................................................ 77
Figure 40 - Wind Load Positive Moment Graph. ............................................................. 78
Figure 41 - Drift Load Negative Moment Graph. ............................................................. 79
Figure 42 - Drift Load Positive Moment Graph. .............................................................. 80
Figure 43 - Balanced Snow Load Positive Moment Graph. ............................................. 81
Figure 44 - Moment Diagram for Arch with Low Rise. ................................................... 82
Figure 45 - Moment Diagram for Arch with Medium Rise. ............................................. 82
Figure 46 - Moment Diagram for Semi-Circular Arch. .................................................... 83
Figure 47 - Double Shear Bolted Connection. .................................................................. 86
Figure 48 - Reduction Term, Rd. ....................................................................................... 89
Figure 49 - Matboard Proof-of-Concept Model.............................................................. 112
Figure 50 - Plasma Cutting of Steel Lamellas. ............................................................... 113
Figure 51 - Bending of Steel Lamellas. .......................................................................... 114
Figure 52 - Assembled Steel Lamella Arch. ................................................................... 115
Figure 53 - Steel Model Bearing Plates. ......................................................................... 117
Figure 54 - Strain Gauge Close-up. ................................................................................ 118
Figure 55 - Strain Gauge Locations. ............................................................................... 119
Figure 56 - Balanced Snow Load Simulation. ................................................................ 120
Page 472
Figure 57 - Snow Drift Load Simulation. ....................................................................... 121
Figure 58 - Point Load Simulation. ................................................................................ 122
Figure 59 - Horizontal Reaction Test Setup. .................................................................. 126
Page 473
List of Tables
Table 1 - Spacing of Lamellas with a Given Skew Angle. ............................................... 36
Table 2 - Lamella Connection Shift. ................................................................................. 41
Table 3 - Flexible Arch Analyses Comparison for Dead Load ........................................ 67
Table 4 - Stiff Arch Analyses Comparison for Dead Load. ............................................. 68
Table 5 - Flexible Arch Analyses Comparison for Live Load.......................................... 69
Table 6 - Stiff Arch Analyses Comparison for Live Load................................................ 70
Table 7 - Flexible Arch Analyses Comparison for Wind Load. ....................................... 71
Table 8 - Stiff Arch Analyses Comparison for Wind Load. ............................................. 71
Table 9 - Flexible Arch Analyses Comparison for Snow Drift Load. .............................. 72
Table 10 - Stiff Arch Analyses Comparison for Snow Drift Load. .................................. 73
Table 11 - Strength Properties for Standard Hex Bolts. ................................................... 99
Table 12 - Strain Gauge Testing Data............................................................................. 123
Table 13 - Predicted Fiber Stresses. ................................................................................ 124
Table 14 - Percent Difference in Predicted versus Observed Stress. .............................. 124
Table 15 - Horizontal Reaction Comparison. ................................................................. 127
Page 474
Nomenclature
Symbols
a = one-half span of arch (von Kármán method only)
A = area
A = vertical reaction (Scofield method only)
b = breadth or thickness of lumber section
B = vertical reaction #2 (Scofield method only, used if reactions are unbalanced)
Ce = exposure factor
Cs = slope factor
Ct = thermal factor
d = dead load (Scofield Method only)
d = depth of lumber section
D = axial thrust in lamella arch
E = Young’s modulus (modulus of elasticity)
f = rise of arch (von Kármán method only)
f = beam element forces vector
F = combined forces vector
I = moment of inertia about the X-X axis
k = beam element stiffness matrix
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K = combined stiffness matrix
Ɛ = length of lamella between top bolt centers
Ɛc-c = center-to-center length of lamella
Lr = construction live load
n = number of lamellas in the span of an arch
p = live load per unit length of horizontal projection (von Kármán method only)
pg = ground snow load
pf = flat roof snow load
q = dead load per unit length of arc (von Kármán method only)
r = Rise-to-Span ratio (T/S)
R = radius of curvature of lamella arch
s = snow load (Scofield method only)
s = shift of lamella connection
S = span of lamella arch
Sb = balanced snow load
Su = unbalanced snow load
Sxx = section modulus about the X-X axis
T = rise of lamella arch
u = beam element displacement matrix
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U = combined displacement matrix
W = wind load (Scofield method only)
x = distance measured from arch line of symmetry, distance from origin
ș = skew angle (or angle of inclination) of transverse lamella arches
Abbreviations
AISC American Institute of Steel Construction
ASCE American Society of Civil Engineers
DL Dead Load (Gravity Load)
FEA finite element analysis
LL Live Load (Gravity Load)
mph miles per hour
NDS National Design Specification
plf pounds per lineal foot
psf pounds per square foot
SL Snow Load (Gravity Load)
WL Wind Load
Page 477
Glossary
Rise – Height of curved roof from springing points to apex
Span – Clear distance covered by a roof
Springing Point – Hinging point in a two-pinned arch
Thrust – Force on a lamella parallel to its long dimension
Page 478
1 Introduction
A lamella roof is made up of a series of intersecting skewed arches, each arch made up of
smaller individual pieces called lamellas. These skewed arches come together to form a
curved roof profile. J. S. Allen puts it well:
The timber arched roof was made up of relatively short timbers referred to as ‘lamellas’
varying in thickness and depth depending upon the span but identical for any given span.
These lamellas are curved on their top edges and beveled at the ends which are radial to
the curvature and are bolted together on edge with the curved side uppermost, to form a
rhomboid network of framing timbers. In this manner the external surface of the roof
takes up the arched form [1].
Figure 1 displays the recently completed Hale County Animal Shelter, a project designed
and constructed by the Rural Studio of Auburn University. Easily visible are the
individual lamella pieces and the rhomboid patterns they create. The tops are cut to fit
the curved profile of the roof. Connection details will be discussed later.
Figure 1 - Hale County Animal Shelter [2].
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Figure 2 shows four different configurations for a lamella roof. This paper will focus on
the segmental arch, where the profile of the roof follows a segment of a circle rather than
a parabola or a gothic arch [3].
Figure 2 - Types of Lamella Roofs [3].
End support conditions, such as the tied arch or the buttressed arch, account for the
resulting horizontal thrust in the springing ends of the arch [4]. While such supports
should be taken into consideration in the roof design, it is beyond the scope of this project
to delve into the different design calculations pertaining to each.
1.1 History of Lamella Construction
Lamella construction originated from the German architect Friedrich Zollinger (Figure 3)
around 1920. Zollinger was appointed Town Building Advisor at Merseburg/Saale in
1918 at a time when Merseburg was experiencing a housing crunch [1].
Page 480
Figure 3 - Friedrich Zollinger [5].
Because of the new ammonia factories and coal mines, thousands of workers moved to
the city for work. Unsurprisingly, no new houses were built during World War I and
there was a housing shortage for the new workers [1].
To solve this problem, architects of the time improved upon existing ideas or created new
building techniques [5]. Zollinger created the “Zollbau Lamellen Dach” system, which
utilized precast concrete panels and gothic arched roofs to create dwellings. He created
the Merseburg Building Company which then went on to build over 1,250 apartments.
Interestingly, the Zollbau method also encouraged the tenants of these flats to help out
with construction and, given the assembly-line nature of the method, this was easy to
achieve [1]. The Merseburg Building Company acquired material and land for the “self-
help settlers” and also looked after the planning and organization of construction projects
[5].
Zollinger applied for and received patents in Germany (1921), Australia (1922), and in
the United Kingdom (1923). His patent documents show roofs using gothic arches and
Page 481
“a number of similar curved or straight wood, iron, or reinforced concrete units, bars, or
battens” [1]. Figure 4 shows a drawing of a typical house built with the Zollbau method.
Figure 4 - Lamella Roof Using the Zollbau Method [6].
Over time Zollinger refined his Zollbau method for larger spans, such as for churches,
schools, and large halls. The idea caught on in Europe and was used widely for arched
roofs [1]. In 1925, the idea spread to America as well [3].
1.2 Previous Roof Failures
Due to the curve of the lamella roof, these structures are susceptible to failure from high
wind loads. In 1926, hurricane winds caused the destruction of two lamella buildings in
Page 482
Florida with one roof being torn off completely and deposited upside-down a few
hundred feet away [1, 7].
Lamella roof construction was principally in use from its introduction by Zollinger up
until the 1940s, with construction mostly halted because of wind failures. Engineers at
the time used a wind load of 10 psf on the vertical projection for normal wind areas and
37.5 psf for high-wind regions. The latter wind pressure correlated with a 130 mph wind
speed, the highest measured in that era [1].
In modern times, the wind loads on a curved roof are better known thanks to modern
wind tunnel testing and computer simulations. It is now known that wind flowing over a
curved roof creates uplift (similar to an aircraft wing), not simply a uniform horizontal
load on the vertical projection. This creates a very different loading condition than the
horizontal load which could potentially explain the failures of some lamella roofs in the
first half of the 1900s.
Page 483
2 Fabrication of Lamella Pieces
The advantage of the circular segmental lamella arch is that a lamella cut to fit the curve
of the arch will fit anywhere on the arch. Because of this, if one creates a template for a
lamella on the arch, this same template can be used for every lamella. The only
difference is due to the right and left skew of the intersecting arches. Depending on the
skew, the bevels on the lamella ends will have to be cut one way or the other. The left-
and right-hand lamellas are mirror copies of each other, however. Figure 5 illustrates the
difference in the left- and right-handed lamellas in that the bevel angles change direction
based on the direction of skew.
Figure 5 - Lamella Roof Plan View [3].
Page 484
The designer most likely will know two properties of the arch: its span, S, and its rise, T.
From this information, one can find the radius, R [8]:
4T 2 + S 2
R= . (1)
8T
Since the roof arch is circular, skewing the arch results in a lamella arch that follows an
elliptical curve [4]. If the radius of the circular roof arch is given by R and the skew of
the lamella arches is given by ș, the minor axis of the elliptical path the lamella arches
follow has a length of 2R and the length of the major axis would be given by
2R
A major = . (2)
cos θ
The length of the individual lamella planks is a function of the load capacity of the plank,
the curvature of the roof, and the general aesthetics of the roof design. Depending on the
loading conditions of the roof, lamella sizes may need to be chosen based off of the load
resistance capacity of the board cross-section.
A smaller radius of curvature of the roof limits the length that a lamella plank can reach
depending on its depth. A board with a shallower depth will need to be shorter so that
cutting out the curvature of the roof on the top of the plank still leaves enough depth on
the ends for adequate connection detailing. Figure 6 depicts this relationship.
Page 485
Figure 6 - Lamella Planks with a Radius of Curvature of 12 Feet.
From Figure 6, one can see that the 2x6 plank would not have adequate space on the ends
for proper connection detailing while the 2x10 example with the same top radius of
curvature would.
Several maximum length tables were developed by the author based on connection
detailing considerations. These tables can be found in Appendix B pages 133-142.
Section 2.1.1 delves into the connection considerations in more detail.
In designing for aesthetics, having too few boards making up the arch of the lamella roof
would appear clunky, boxy, and awkward. Figure 7 illustrates this situation. The inside
of the roof appears more angular and harsh and the lamellas themselves are hulking and
ungainly. However, this roof uses less lamellas, requiring fewer connections and less
labor to install. Also, since the spacing between lamellas increases, the load that each
lamella takes on increases, necessitating an increase in size.
Page 486
Figure 7 - Three Lamellas Per Arch.
Increasing the number of lamellas per arch makes for a more aesthetically pleasing roof
structure. Figure 8 is an image of a lamella roof with nine lamellas per arch. Instead of
the roof feeling boxy, the curves are more flowing and the lamellas themselves are more
elegant and lithe. Less ceiling space is wasted with the extra depth of the deeper
members from Figure 7, resulting in an eye-pleasing ceiling.
Figure 8 - Nine Lamellas Per Arch.
Page 487
The number of lamellas per arch is up to the designer, though there is an upward bound
on the number of lamellas that can fit into one arch. While having more planks per curve
would reduce the spacing between them, resulting in lower loads per lamella which could
reduce the necessary cross-section, this trade off may not be cost effective. The trick is
finding the right balance between aesthetics and constructability.
2.1 Template Creation
Since the lamellas are essentially modular and can be used anywhere on the roof, creating
a cut template is the most efficient means of mass-producing the lamellas. The following
sections will further explain the parameters that go into the template creation.
2.1.1 Connection Requirements
Connections in lamella structures are generally handled by bolts or nails or some
combination thereof. Depending on the size of the members, specially-made connection
plates can also be used [3]. Figure 9 shows the two connection types.
Figure 9 - Example Lamella Connections [3].
Page 488
Generally, the connection detail labeled “Special joint” in Figure 9 is used for material
thicknesses greater than three inches nominal [1]. These allow for the load paths in the
lamellas to follow a concentric path which reduces the forces in the connections and the
lamellas themselves, as opposed to the eccentric connection of the “Common joint.”
Having the connection detail of the “Special joint” simplifies the connection to a simple
compression connection [9]. Due to the fact that these types of connections need to be
specially fabricated and engineered for each project, their design is beyond the scope of
this project.
The National Design Specification for Wood Construction (NDS) specifies certain
conditions that must be met for wood connections. The direction of the load path through
the connection dictates the edge and end distances as well as bolt spacing. These
conditions are tabulated in Tables 11.5.1A, 11.5.1B, 11.5.1C, and 11.5.1D of the NDS
2005 Specification, which are displayed in the Appendix A page 130-131 as well as in
the rest of the section. These tables give the distances in a multiple of the connector
dowel diameter, D.
Table 11.5.1A, shown in Figure 10, dictates the edge distance requirements. Though the
primary load path is axial compression, there is still a bit of shear perpendicular to grain
that must be accounted for.
Page 489
Figure 10 - Connection Edge Distance Requirements [10].
The loaded edge (top edge) of the lamella must have an edge distance of 4D while the
bottom edge must have 1.5D. The second part of the parallel to grain consideration does
not apply since the Ɛ/D ratio will never be greater than six. A 2x member would need a
bolt smaller than ¼Ǝ for the Ɛ/D ratio to exceed six; however, anything smaller than that
would not be used in construction.
Tables 11.5.1B (Figure 11) and 11.5.1C (Figure 12) have two columns for the connection
parameters. Choosing a distance from one of the columns instead of the others will affect
the Geometry Factor Cǻ, which is a reduction factor used in determining dowel fastener
connection strength. In order to make Cǻ equal to one, the minimum edge distances and
fastener spacings must all be met.
Page 490
Figure 11 - Connection End Distance Requirements [10].
Figure 11 displays the minimum end distances to the cut end of the board. Since the
primary load on the lamella connections is a perpendicular to grain load through shear
and compression parallel to grain from the axial load, the top two rows of the table in
Figure 11 govern. While under wind loading there may be some tension developed due
to uplift of the roof, this tension force is so much smaller than the compressive force that
the connection, properly designed for the compressive load, will most likely be able to
resist it anyway.
Figure 12 - Connection Spacing for Fasteners in a Row [10].
Page 491
Understanding what “fasteners in a row” means is seen in Figure 13.
Figure 13 - Diagram of Bolt Spacing [10].
Determining “fasteners in a row” depends on the direction of load. Figure 13 shows how
the direction of load changes the designation of spacing between rows and between bolts
in a row. Figure 14 then shows the minimum distances for spacing between rows.
Figure 14 - Connection Spacing Between Rows [10].
Since the orientation of the row changes depending on the load path, one must take the
greater of the two spacing conditions. Since the ratio of Ɛ/D will never exceed six and the
Page 492
next highest spacing is 4D from Figure 12, the spacing between bolts in the lamella
connection will, at most, be four times the bolt diameter. Whether or not the 2 < Ɛ/D < 6
condition from Figure 14 will apply depends on the member thickness and bolt diameter
and whether or not its associated minimum spacing will be greater than 4D. For 2x
lumber, this only happens with ¼Ǝ bolts; because of this, using ¼Ǝ bolts will result in
having a Cǻ value of 1.0 for all cases.
Combining all of these requirements results in the following two connection details,
shown in Figure 15 and Figure 16. One should note that the bolt connection line is at an
angle to the perpendicular due to the geometry of the connection.
Figure 15 - Connection Detail for Cǻ = 0.5.
Page 493
In most cases, the end distance requirement of 2D is already met or exceeded due to the
bevel at the end of the lamella. Even with a bevel cut of 45°, a 2x member will still have
about 2Ǝ end distance, taking bolt diameter into consideration, adequate for even 1Ǝ
diameter bolts.
Figure 16 - Connection Detail for Cǻ = 1.0.
One may notice that the end distance requirement of 4D changes the geometry of the
connection significantly. In order to keep the edge of the bolt on line with the end of the
bevel (see Figure 17) and still comply with Figure 16, a 2x member will need bolts with a
diameter equal to or smaller than one-half inch. A 3x member could have bolts as large
as ǬƎ in diameter and still comply; however, 3x members would use the “Special joint”
Page 494
found in Figure 9 so the spacing found in Figure 15 and Figure 16 do not apply. Because
of this, only connections using bolts smaller than those just listed can use a Cǻ value of
1.0.
One should note that although there are only two bolts shown in the connection on Figure
15 and Figure 16, having more than two bolts is perfectly acceptable so long as the
minimum spacing and end distances are met.
Also, complying with the connection detail such that Cǻ = 1.0 necessitates increasing the
member depth to accommodate the increased spacing or using a shorter lamella while
keeping the same radius of curvature on the top.
In order to connect the side lamellas through the continuous lamella, the middle of each
lamella must have slotted holes.
Figure 17 - Connection Slot Plan View.
Page 495
The slots are located with the same spacing as the bolts. The slot length Ɛs is
D
A s = t tan 2θ + + 0.25′′. (3)
cos 2θ
In the author’s opinion, adding an extra quarter inch to the slot length will allow a little
tolerance for fabrication error and make for easier construction.
Since the bolts on the ends can be in two configurations depending on the Cǻ value, so
too can the slots. Figure 18 and Figure 19 show both configurations. The same spacing
and end distances used on the end bolt connection should be used on the slots.
Figure 18 - Connection Slots Elevation View for Cǻ = 0.5.
Page 496
Figure 19 - Connection Slots Elevation View for Cǻ = 1.0.
2.1.2 Actual Lamella Length
The arc of the lamella roof is in itself a chord of a larger circle. Using simple
trigonometry, one can find the angle ȕ that this big arc subtends of the circle:
§ R −T ·
β = 2 arccos ¨ ¸. (4)
© R ¹
Figure 20 depicts this layout.
Page 497
Figure 20 - Roof Arch as a Portion of a Circle.
From there, finding the length of the individual lamellas begins by choosing the number
of lamellas, n, that the span of the roof arch. After doing so, one then divides the arch
into a series of chords. The secant line between the ends of these chords is the center-to-
center length of the lamella Ɛc-c, as shown in Figure 21.
Figure 21 - Lamella as a Portion of the Roof Arch.
Page 498
This secant line subtends a portion of the arc of the roof where the angle that it subtends
is 2ࢥ, found by
β 2 § R −T ·
2φ = = arccos ¨ ¸. (5)
n n © R ¹
The center-to-center length is then found as
A c−c = 2 R sin φ. (6)
From there, the spacing is simply
Spacing = A c −c tan θ . (7)
Then, the length of the lamella between bolt centerlines is
A c −c 2 R sin φ
A= = . (8)
cos θ cos θ
This length represents the length of the lamella from where its centerline crosses the
centerline of the bolts. Combining Equations (7) and (8) results in Table 1.
Page 499
Table 1 - Spacing of Lamellas with a Given Skew Angle.
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ϲ͘Ϭ ϭ͘ϵϱ Ϯ͘ϬϬ Ϯ͘Ϭϱ Ϯ͘ϭϬ Ϯ͘ϭϱ Ϯ͘ϮϬ Ϯ͘Ϯϱ Ϯ͘ϯϬ
ϲ͘ϱ Ϯ͘ϭϮ Ϯ͘ϭϳ Ϯ͘ϮϮ Ϯ͘Ϯϴ Ϯ͘ϯϯ Ϯ͘ϯϴ Ϯ͘ϰϯ Ϯ͘ϰϵ
ϳ͘Ϭ Ϯ͘Ϯϴ Ϯ͘ϯϰ Ϯ͘ϯϵ Ϯ͘ϰϱ Ϯ͘ϱϭ Ϯ͘ϱϳ Ϯ͘ϲϮ Ϯ͘ϲϴ
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ϴ͘Ϭ Ϯ͘ϲϬ Ϯ͘ϲϳ Ϯ͘ϳϰ Ϯ͘ϴϬ Ϯ͘ϴϳ Ϯ͘ϵϯ ϯ͘ϬϬ ϯ͘Ϭϲ
ϴ͘ϱ Ϯ͘ϳϳ Ϯ͘ϴϰ Ϯ͘ϵϭ Ϯ͘ϵϴ ϯ͘Ϭϱ ϯ͘ϭϮ ϯ͘ϭϴ ϯ͘Ϯϱ
ϵ͘Ϭ Ϯ͘ϵϯ ϯ͘ϬϬ ϯ͘Ϭϴ ϯ͘ϭϱ ϯ͘Ϯϯ ϯ͘ϯϬ ϯ͘ϯϳ ϯ͘ϰϰ
ϵ͘ϱ ϯ͘Ϭϵ ϯ͘ϭϳ ϯ͘Ϯϱ ϯ͘ϯϯ ϯ͘ϰϬ ϯ͘ϰϴ ϯ͘ϱϲ ϯ͘ϲϰ
ϭϬ͘Ϭ ϯ͘Ϯϲ ϯ͘ϯϰ ϯ͘ϰϮ ϯ͘ϱϬ ϯ͘ϱϴ ϯ͘ϲϳ ϯ͘ϳϱ ϯ͘ϴϯ
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ϭϭ͘Ϭ ϯ͘ϱϴ ϯ͘ϲϳ ϯ͘ϳϲ ϯ͘ϴϱ ϯ͘ϵϰ ϰ͘Ϭϯ ϰ͘ϭϮ ϰ͘Ϯϭ
ϭϭ͘ϱ ϯ͘ϳϰ ϯ͘ϴϰ ϯ͘ϵϯ ϰ͘Ϭϯ ϰ͘ϭϮ ϰ͘Ϯϭ ϰ͘ϯϭ ϰ͘ϰϬ
ϭϮ͘Ϭ ϯ͘ϵϭ ϰ͘Ϭϭ ϰ͘ϭϬ ϰ͘ϮϬ ϰ͘ϯϬ ϰ͘ϰϬ ϰ͘ϱϬ ϰ͘ϱϵ
ϭϮ͘ϱ ϰ͘Ϭϳ ϰ͘ϭϳ ϰ͘Ϯϴ ϰ͘ϯϴ ϰ͘ϰϴ ϰ͘ϱϴ ϰ͘ϲϴ ϰ͘ϳϴ
ϭϯ͘Ϭ ϰ͘Ϯϯ ϰ͘ϯϰ ϰ͘ϰϱ ϰ͘ϱϱ ϰ͘ϲϲ ϰ͘ϳϲ ϰ͘ϴϳ ϰ͘ϵϳ
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ϭϱ͘ϱ ϱ͘Ϭϱ ϱ͘ϭϳ ϱ͘ϯϬ ϱ͘ϰϯ ϱ͘ϱϱ ϱ͘ϲϴ ϱ͘ϴϭ ϱ͘ϵϯ
ϭϲ͘Ϭ ϱ͘Ϯϭ ϱ͘ϯϰ ϱ͘ϰϳ ϱ͘ϲϬ ϱ͘ϳϯ ϱ͘ϴϲ ϱ͘ϵϵ ϲ͘ϭϮ
ϭϲ͘ϱ ϱ͘ϯϳ ϱ͘ϱϭ ϱ͘ϲϰ ϱ͘ϳϴ ϱ͘ϵϭ ϲ͘Ϭϱ ϲ͘ϭϴ ϲ͘ϯϭ
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Figure 22 shows a plan view of this situation while Figure 23 shows a detailed view.
Page 500
Figure 22 - Lamella Length and Spacing.
Since the lamellas are connected eccentrically, their length must be adjusted to take the
eccentricity into account. The center-to-center length of the lamella is found by the
designer by using Equation (6) and is used for calculations (see Section 5.2). The
additional length is a function of the skew of the lamella arches, the diameter of the bolts,
and the thickness of the lamellas themselves.
Page 501
Figure 23 - Additional Length Due to Eccentricity.
This additional length, ǻƐ, can be found through simple trigonometry, though the
derivation is somewhat lengthy and thus omitted:
1 ª t + 2 D tan 2θ t º
ΔA = + . (9)
2 ¬ 2sin θ cos θ tan 2θ »¼
«
Then, since this ǻƐ is added on each end of the lamella, the total lamella length becomes
A T = A + 2ΔA. (10)
Substituting Equations (8) and (9) into Equation (10) yields
2 R sin φ t + 2 D tan 2θ t
AT = + + . (11)
cos θ 2sin θ cos θ tan 2θ
Page 502
Now the lamella subtends an angle 2ࢥT in its own skewed plane, similar to Equation (5),
where according to Warner [11],
§ AT ·
φT = arcsin ¨ ¸. (12)
© 2R ¹
After this, one must find the bevel angles on the ends of the lamellas. There are two that
must be found – the radial bevel and the skew bevel. Warner goes through a derivation in
his monograph that shows that for typical lamella roofs, where there are sufficient
lamellas per arch such that ࢥT is around or less than 10°, the radial bevel can be
approximated to ࢥT and the skew bevel to 2ș [11]. It should be noted that the bolt holes
are also skewed to approximately the same ࢥT angle. These two bevels are illustrated in
Figure 24.
Figure 24 - Lamella End Bevels.
Page 503
While one could firm down a more exact value for the bevel angles, expecting typical
construction power tools to cut an angle to anything more precise than a whole number is
impractical. The same holds true for the bolt line skew.
Another factor for constructability considerations is the “shift” of the connection, as
illustrated in Figure 25.
Figure 25 - "Shift" of the Lamella Connection.
The shift is determined by the thickness of the lamella, the skew angle of the lamella
arch, and the bolt diameter. From trigonometry, the shift can be found by
t
s = D tan 2θ + + t, (13)
cos 2θ
or reduced, according to Masani [4], as
s = t (1 + sec 2θ ) + D tan 2θ . (14)
Page 504
This information is easily tabulated as shown in Table 2. Note that this table only applies
to 2x lumber with an actual thickness of 1.5 inches.
Table 2 - Lamella Connection Shift.
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ϭΗ ϰ͘ϭϴ ϰ͘Ϯϰ ϰ͘ϯϬ ϰ͘ϯϲ ϰ͘ϰϮ ϰ͘ϰϴ ϰ͘ϱϱ ϰ͘ϲϮ
From here one can determine the length of bolt needed for the connection by adding a
thickness of lamella and extra for the nut and washers. An inch to an inch and half extra
should suffice. Thus,
A bolt ≥ t ( 2 + sec 2θ ) + D tan 2θ + ( extra ) = s + t + ( extra ) . (15)
Obviously the builder would want to choose a length of bolt commonly available by
manufacturers.
2.1.3 Top Curve Cut
When looking at a section view of the roof arch, the top curve of the lamella follows the
same circular curve as the entire roof. However, since the lamellas themselves are
skewed, the curvature on the top is elliptic.
Page 505
Masani states that the elliptic curve on the top of the lamella can be approximated by a
simple circular arc with a radius slightly larger than that of the roof itself [4]. This is
probably due to the fact that since the lamella is so short in comparison to the entire
curvature of the roof, the minute differences between the elliptic curve and the circular
curve will be indistinguishable. In fact, when the author attempted to draw an illustration
depicting the difference between the elliptic curve and the circular curve, the difference
was so minute that unless he zoomed in very close, it was impossible to differentiate
between the two.
This arc would have a span of ƐT and a rise of
AT
T′ = R − , (16)
2 tan φT
along with a radius of
§ AT ·
4¨ R − ¸ + A 2T
4 (T ′ ) + A T
2 2
2 tan φT ¹
R′ = = © . (17)
8 (T ′ ) § AT ·
8¨ R − ¸
© 2 tan φT ¹
This arc would have a point of tangency at the midpoint of the lamella at the very top of
the plank. The detail for the top curve is shown in Figure 26 (d is the depth of the
lamella).
Page 506
Figure 26 - Top Curvature Cut Detail.
Page 507
3 Analysis of the Lamella Arch
Analysis of the lamella roof is carried out assuming that it acts like a two-hinged
arch [1, 4]. Unfortunately, there exists no closed-form analytical solution for the
moments, thrusts, and horizontal reactions of such an arch.
3.1 Arch Approximation Methods
Before the advent of calculators and computerized structural analysis packages, several
approximate analytical methods were developed to solve for the forces in a two-hinged
arch under a given loading condition. Two of those methods were the von Kármán
Method and the Scofield Method. The author has also conducted a computer analysis of
the arch using a finite element analysis method, which will also be discussed.
3.1.1 von Kármán Method
Sometime in the late 1930’s Theodore von Kármán developed an approximate analysis
for the two-hinged arch while working at the California Institute of Technology. His
approximation assumes the arch follows a parabolic curve instead of a circular to
simplify the derivations. As von Kármán developed this method while in California, it is
perhaps not surprising that snow loading is not included; however, he includes radial
loads from the structure weight, uniform vertical loads from live loads, and uniform
horizontal loads from wind loads [12]. In the following sections, Equations (18) through
(52) are taken from or derived from von Kármán’s paper [12].
Page 508
3.1.1.1 Live Load (Uniform Vertical Load)
For live loads, von Kármán replaces the uniform vertical load with a uniform
perpendicular load (perpendicular to the curve of the arch along its entire length) and a
uniform horizontal load along the vertical section, as depicted in Figure 27.
Figure 27 - Live Load Replacement [12].
The vertical reaction from the perpendicular load is
V1 = pR sin φ0 (18)
where
a
sin φ0 = (19)
R
so
§a·
V1 = pR ¨ ¸ . (20)
©R¹
Since a is half the span, Equation (20) can be rewritten as
pS
VA = , (21)
Page 509
which should come as no surprise as it is the same as one would find through elementary
statics from a uniform vertical load on the projected member length.
The horizontal reaction is a combination of the reaction due to the perpendicular load and
the uniform vertical load. For this von Kármán writes
H A = H1 + H 2 = pR cos φ0 + pf . (22)
Substituting
R− f
cos φ0 = , (23)
R
the total horizontal reaction due to live load becomes
H A = pR − pf . (24)
After this, the thrust at the springing points can then be approximately found as
§ 3 ·
TA = p ¨ R + f ¸ . (25)
© 7 ¹
The moment equation for the arch is
pf 2 § x2 x4 ·
MA = ¨1 − 8 2 + 7 4 ¸ , (26)
14 © a a ¹
but since a is half the arch span,
pf 2 § x2 x4 ·
MA = ¨ 1 − 32 + 112 ¸. (27)
14 © S2 S4 ¹
Page 510
At the center point of the arch the positive moment will be greatest. This is also the spot
where x is equal to zero, which simplifies Equation (27) to
pf 2
MA = . (28)
3.1.1.2 Dead Load (Radial Load)
For this analysis, the dead load q is defined as the load per unit length of the arc. Since
the curvature of the arc changes with its distance from the centerpoint, the load on the
horizontal projection of the arch also changes. Coincidentally, the dead load can be
considered to have a load q plus an additional variably distributed load. This load
increases as it gets closer to the springing points of the arch.
Because of this, the total horizontal reaction is the sum of the reaction from the uniform
load and the reaction of the variable load:
H d = H3 + H4 , (29)
where
H 3 = qR − qf (30)
and
H4 = qf . (31)
Combining Equations (30) and (31), the equation for the dead load horizontal reaction
becomes
Page 511
H d = qR − qf . (32)
Since the additional variably distributed load changes with distance from the center of the
arch, the vertical component of the force in the arch also changes. The equation for the
vertical component can be expressed as
f x3
Vxd = qx + q . (33)
R 3a 2
At the arch springing points, x equals a, which makes the vertical reaction
§ f ·
Vd = qa ¨1 + ¸. (34)
© 3R ¹
Substituting half of the span for a yields
qS § f ·
Vd = ¨1 + ¸. (35)
2 © 3R ¹
The thrust at any point in the arch can be found by
Td = H d2 + Vxd2 . (36)
One can substitute Equations (32) and (34) for Hd and Vxd in the above equations, then
solve for the sill thrust by substituting a for x:
2 2
§ 8 · § f ·
Td = q ¨ R − f ¸ + a 2 ¨1 − ¸ , (37)
© 21 ¹ © 3R ¹
which can be approximated as
§ 13 ·
Td = q ¨ R + f ¸. (38)
© 21 ¹
Page 512
Like the horizontal reaction, the moment due to dead load is also a combination of a
uniform load and the variably distributed load:
Md = M3 + M4 , (39)
where
qf 2 § x2 x4 ·
M3 = ¨ 1 − 8 + 7 ¸ (40)
14 © a2 a4 ¹
and
− qf 2 § x2 x4 ·
M4 = ¨ 1 − 8 + 7 ¸. (41)
42 © a2 a4 ¹
Combining these results in the dead load moment equation, we have
qf 2 § x2 x4 ·
Md = ¨1 − 8 2 + 7 4 ¸ . (42)
21 © a a ¹
Or, since a is half of the arch span,
qf 2 § x2 x4 ·
Md = ¨ 1 − 32 + 112 ¸. (43)
21 © S2 S4 ¹
Also, the positive moment will be the greatest in the middle of the arch which is where x
is equal to zero. At this point, the maximum positive moment is given by:
qf 2
Md = . (44)
Here von Kármán comments that the dead load moment is 2/3 the live load moment with
the same load magnitude.
Page 513
3.1.1.3 Wind Load (Uniform Vertical Load)
The wind load acting on the arch is assumed to be a uniformly distributed vertical load w
acting on the vertical projection of the arch, as shown in Figure 28.
Figure 28 - Wind Load on the Arch [12].
The vertical reactions are equal and opposite and can be found through simple statics.
They are:
− wf 2
VA = −Vb = . (45)
4a
Since a is half of the span, Equation (45) becomes
− wf 2
VA = −Vb = . (46)
2S
From here, the two horizontal reactions are found to be:
H A = − wf (47)
and
HB = wf , (48)
Page 514
with the direction of each horizontal reaction being opposite that of the direction of the
wind load, as expected.
The moment equation for the arch changes depending on which side of the arch is being
examined. On the windward side of the arch, the moment formula is
wf 2 ª § x· º
2 4
x § x·
Mw = « −1 − 7 + 8 ¨ ¸ − 14 ¨ ¸ » . (49)
28 «¬ a ©a¹ © a ¹ »¼
If one substitutes half of the span for a, it becomes
wf 2 ª §x· º
2 4
x §x·
Mw = « −1 − 14 + 32 ¨ ¸ − 224 ¨ ¸ » . (50)
28 «¬ S ©S¹ © S ¹ »¼
On the leeward side of the arch, the moment formula is:
wf 2 ª §x· º
x
Mw = « −1 − 7 + 8 ¨ ¸ » (51)
28 «¬ a © a ¹ »¼
or
wf 2 ª §x· º
x
Mw = « −1 − 14 + 32 ¨ ¸ » . (52)
28 «¬ S © S ¹ »¼
3.1.2 Scofield Method
This method comes from the book Modern Timber Engineering, 5th ed. published in
1963 [3]. Scofield appears to partially base his design calculations on the von Kármán
method. In this analysis, four primary load patterns are considered: radial loads from the
dead weight of the structure, uniform vertical loads from live load, uniform horizontal
Page 515
loads from wind load, and uniform vertical loads on half of the structure from snow drift
loads [3]. In the following sections, Equations (53) through (71) are from Scofield [3].
3.1.2.1 Dead Load (Radial Load)
The dead load on an arch acts upon its entire curved length, not just the projected
horizontal length. The loading diagram appears in Figure 29.
Figure 29 - Dead Load [3].
Scofield lists the following equations to solve for the arch forces:
16 § T ·
A = 0.5dS 1 + ¨ ¸ , (53)
3 ©S¹
AS
H= − dR, (54)
2T
§ R − T · AS
D=H¨ ¸+ , (55)
© R ¹ 2R
and
Maximum M = 0.068dT 2 . (56)
Page 516
3.1.2.2 Construction Live Load (Uniform Vertical Load)
The loading for a construction live load, acts on the horizontal projection of the arch,
making the vertical reactions easily solved by elementary statics. The loading diagram is
shown in Figure 30.
Figure 30 - Construction Live Load [3].
Equations (57) through (59) can be employed to calculate the roof live load forces:
A = 0.5 Lr S , (57)
H = Lr ( R − 0.57356T ) , (58)
and
Maximum M = −0.09092 LrT 2 . (59)
The thrust, D, is the same as Equation (55) in the radial load case.
3.1.2.3 Snow Drift Load (Uniform Vertical Load on Half of Structure)
Snow is assumed to accumulate on the leeward face of the lamella roof with a uniform
weight distribution, as seen in Figure 31.
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Figure 31 - Snow Drift Load [3].
The unbalanced loading creates unbalanced vertical support conditions, necessitating the
addition of reaction B. This loading also creates two different thrusts, D1 and D2.
Equations (60) through (65) are employed to determine the forces for the snow drift load:
sS
A= , (60)
3sS
B= , (61)
s
H= ( R − 0.57356T ) , (62)
§ R − T · BS
D1 = H ¨ ¸+ , (63)
© R ¹ 2R
§ R − T · AS
D2 = H ¨ ¸+ , (64)
© R ¹ 2R
and
Maximum M =
AS
− HT − R ( A + H − H ).
2 2
(65)
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3.1.2.4 Wind Load (Uniform Horizontal Load)
Wind is assumed to be uniformly distributed over the rise of the arch with the load
projected on the height of the arch, as seen in Figure 32.
Figure 32 - Wind Load [3].
The horizontal load adds different vertical, horizontal, and thrust reactions at each
springing point. These forces are:
WT 2
A = −B = , (66)
2S
19WT
H1 = , (67)
45WT
H2 = , (68)
WT § 3T ·
D1 = ¨13 − ¸, (69)
64 © R ¹
WT § 29T ·
D2 = ¨ 45 − ¸, (70)
64 © R ¹
and
Maximum M = 0.154WT 2 . (71)
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3.1.3 Finite Element Method
As stated in Section 4.1, there is no closed-form analytical solution for the forces and
reactions in an arch. The only way to truly “solve” for the forces and reactions is to
perform a finite element analysis.
Beam elements are the finite elements of choice for this model. They are made up of
individual linear elements with end reactions on the local x- and y-axes as well as
moment reactions on either end, giving six degrees of freedom per element. Figure 33
depicts this layout.
Figure 33 - Beam Element.
The author chose to approximate the lamella arch with 40 beam elements of the same
length Ɛ, cross-sectional area A, moment of inertia I, and modulus of elasticity E. The
beam elements follow the curve of the arch with the nodes falling on the line of the
circular arch, creating a series of secant lines. Obviously, the more beam elements used,
the closer the analysis will be to the “exact” solution. However, 40 beam elements give a
good enough approximation for design purposes.
Gravity loads are placed at the nodes between beam elements. To solve for the end
reactions in the arch is a multi-step process. First, one must solve for the displacements
of the nodal points [13]:
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U = K −1 F . (72)
These matrices have already been reduced to include only the unrestrained degrees of
freedom (i.e., the end support conditions were removed). Once the nodal displacements
are found, the end support conditions are added back into the U matrix and the K matrix
is expanded to include the end stiffnesses. The nodal reactions at the springing ends are
then found by [13]:
F = KU
. (73)
However, in order to do this process, one must begin with both the combined stiffness
matrix K and the combined force vector F . The K matrix is made up of all the
stiffness matrices from all the beam elements. The beam element stiffness matrix, k , is
as follows [14]:
ª EA − EA º
« A 0 0 0 0 »
A
« »
« 0 12 EI 6 EI −12 EI 6 EI »
« A3 A2 A3 A2 »
« 6 EI 4 EI −6 EI 2 EI »»
« 0 0
k = ««
A2 A A2 A »
− EA EA ». (74)
« 0 0 0 0 »
« A A »
« −12 EI −6 EI 12 EI −6 EI »
« 0 0 »
« A3 A2 A3 A2 »
« 6 EI 2 EI −6 EI 4 EI »
«¬ 0 A2 A
A2 A »¼
This stiffness matrix only applies when the beam element is oriented so that it runs
parallel to the horizon. However, the 40 beam elements that approximate the arch are all
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rotated to different angles. A generalized image of the rotated beam elements is shown in
Figure 34.
Figure 34 - Rotated Beam Element.
Since the 40 beam elements are all rotated to some degree, the stiffness matrix for each
must be changed. To do this, the beam stiffness matrix must be multiplied by a
transformation matrix as such [13]:
krot = T T kT
, (75)
where
ª cos α sin α 0 0 0 0º
« − sin α cos α 0 0 0 0 »»
«
« 0 0 1 0 0 0»
T =« », (76)
« 0 0 0 cos α sin α 0»
« 0 0 0 − sin α cos α 0»
« »
¬ 0 0 0 0 0 1¼
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which gives the stiffness matrix for a beam element rotated to an angle Į. This process
must be carried out individually for all 40 beam elements in the arch. After that, all of
the individual krot matrices must be combined by aligning corresponding degrees of
freedom [13]. This results in a K matrix of size 123 x 123. Obviously, this matrix math
is far too cumbersome to do manually, so computer aid is required.
The next part of the process is assembling the forces vector, F . As stated before, the
uniform loads are converted to nodal loads at each of the nodes between beam elements.
The loads are developed for the various load cases as described in the following
subsections.
3.1.3.1 Dead Loads
The dead load is a function of the length of the beam elements adjacent to the
corresponding node. Simply stated, the dead load acting on the node is the weight per
unit length of the beam element (and other structure load assumed to be included with
dead load) multiplied by half of the beam element length on either side of the node. If all
beam elements are the same length, the nodal loads at every node besides the nodes at the
springing points of the arch should be exactly the same. The loads at the springing point
nodes should be exactly half of the loads on the rest of the nodes.
3.1.3.2 Live Load
The live load is a function of the horizontal projection of the beam elements around a
node. As each beam element has some rotation of angle Į, the horizontal component of
the beam element is the beam element length multiplied by the cosine of the angle, or
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A x = A cos α . (77)
The live load on a node will then be the product of the uniform vertical load and the sum
of half of the horizontal components of the adjacent beam elements. These values will
vary depending on the curvature of the arch. If the arch was flat, all of the nodal loads
would be the same since the beam element horizontal components would be the same as
their lengths.
3.1.3.3 Snow Loads
The loads due to snow come in two varieties: balanced snow loads (Sb) and unbalanced
snow loads (Su) or drift loads. Since the lamella roof is curved, this complicates things
slightly in finding the balanced and unbalanced snow loads. To find these loads, section
7.4.3 of the ASCE 7-10 code was used. The code specifies that the loading diagrams for
the different curvature cases should be based on Figure 7-3 of the ASCE 7-10 code,
which can be found in Appendix C, page 144. The flat roof snow load, pf, is used to find
the sloped roof snow loads and can be found by
p f = 0.7Ce Ct I s pg , (78)
where
Ce = Exposure Factor,
Ct = Temperature Factor,
I s = Importance Factor,
pg = Ground Snow Load.
To simplify calculations and the generation of load tables, some assumptions were made.
The thermal factor Ct is assumed to be 1.2 based on ASCE 7-10, Table 7-3. The
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assumption is that the lamella roof will be covering an unheated space or one that is open
to the air. This may not be true for all cases but will give the worst case for a
conservative design. From this thermal factor, the slope factor Cs can be found from the
graphs in Figure 35.
Figure 35 - Graphs for Determining Roof Slope Factor Cs [15].
Since the thermal factor is 1.2, the far right graph in Figure 35 must be used. Also, the
roofing surface is assumed to not be an unobstructed slippery surface, demarked by the
solid line.
ASCE Figure 7-3 (see Appendix C, page 144) has variables Cs* and Cs** used for
calculations. For Case 1, Cs* will be equal to 1.0, found by reading the rightmost chart
above at an eave slope of 30°. From here, it is easy to see that Cs** for all cases will also
be 1.0, since that value is taken at a 30° slope, too. It is also assumed that the lamella
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roof will not be abutting any other structure so the alternate distribution for Case 2 and
Case 3 in ASCE Figure 7-3 need not be used.
ASCE Figure 7-3 also necessitates finding the exposure factor Ce for the roof. This
factor is listed in Table 7-2 of the ASCE 7-10 and ranges from 0.7 to 1.2. Here it is
assumed that the lamella roof falls under Exposure Category C and that the structure is
“Fully Exposed,” giving a Ce value of 0.9 (see Appendix C, page 143 for Table 7-2). For
the majority of buildings, this Ce value will be a conservative design value.
Using these assumptions, ASCE Figure 7-3 was adjusted by the author to become the
Simplified Figure 7-3 found in Appendix C, page 145. The loading patterns from that
table are used for snow load calculations.
The Importance Factor Is for the roof is assumed to be 1.10, which correlates to a
building that falls under Risk Category III.
Section 7.3.4 of the ASCE 7-10 also stipulates a Minimum Snow Load for Low-Slope
Roofs, pm. For curved roofs, this occurs when the angle between the springing end and
the apex of the roof is less than ten degrees [15]. In order to ignore this case, loads were
only calculated for roofs where that angle exceeds ten degrees. It should also be noted
that for ground snow loads greater than 20 psf,
pm = ( 20 psf ) I s , (79)
which would always be less than the pf loads for anything over 30 psf.
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3.1.3.4 Wind Loads
It should be noted that the wind loads stipulated in ASCE 7-10 are very generalized and
most likely far greater than anything the building structure will ever experience. In many
cases, lower wind loads can be found by doing wind tunnel testing with a scale model of
the building and surrounding area, including other buildings and topological
configurations. Since it is unrealistic to perform this analysis for every possible arch
configuration, the approximate method from ASCE 7-10 is used.
Wind loads on the lamella roof are based on the Directional Procedure from ASCE 7-10,
Chapter 27 [15]. First, one must find the velocity pressure:
qz = 0.00256 K z K zt K dV 2 (lb/ft 2 ). (80)
From this, the design wind pressures can be calculated:
p = qGC p − qiGC pi . (81)
The wind directionality factor, Kd, is given as 0.85 for an arched roof according to Table
26.6-1 in ASCE 7-10 [15]. It is assumed that the lamella structure is on flat ground with
no topographic irregularities, so the topographic factor Kzt can be set equal to 1.0, as
shown in Section 26.8.2 in ASCE 7-10 [15].
For ease of calculation, the building is assumed to be in Exposure Category C, the
second-windiest Category. This means that the building is assumed to be in an area of
flat, open country or flatlands. The next-windiest is Category D, which assumes
conditions like open water and/or similar for over 5,000 feet upwind.
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The Exposure Category affects the calculation of Kz, the velocity pressure exposure
coefficient, as found by
ª ( 2α ) ( 2α ) º
§ z · § 15 ·
K z = max « 2.01¨ ¸ , 2.01¨ z ¸ » , (82)
«¬ © zg ¹ © g ¹ »¼
where z is the height above ground where the pressure is taken and zg and Į are two
coefficients found in Table 26.9-1 of ASCE 7-10. For Exposure Category C, they are
900 and 9.5, respectively [15].
The Directional Procedure also specifies finding a Pressure Coefficient Cp for the
structure. It specifies two different scenarios for an arched roof: one with the roof
springing from an elevated wall and one with the roof springing from ground level. It is
assumed that the lamella arch is part of a roof and thus springs from an elevated wall.
The arch acts kind of like the wing of an airplane in that the windward side receives
downward pressure while the middle and leeward parts receive uplift. This loading
scenario is presented in Figure 36, which graphically depicts that which is shown in
ASCE 7-10 Figure 27.4-3. Areas that receive uplift have a negative value for Cp value.
The windward and middle portions of the arch have a Cp value that is dependent on r, the
ratio of the rise, R to the span, S [15].
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Figure 36 - Pressure Coefficients Cp for Arched Roof [15].
One can easily see the effect of uplift on the middle and leeward portions of the arched
roof. It should also be noted that the Cp coefficient for the windward portion changes
depending on the Rise-to-Span ratio.
The final necessary piece is the internal pressure coefficient GCpi. It is assumed that the
roof will be enclosed as per Section 26.10 in the ASCE 7-10. This gives a GCpi value of
±0.18 according to Table 26.11-1.
It should also be noted that this procedure is only valid for buildings classified as “low-
rise,” meaning buildings under 60 feet in height. Because of this, the load tables
developed by the author do not list rises above this 60-foot limit.
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3.2 Comparison of Analysis Methods
The three analysis methods discussed previously will now be compared to see if the von
Kármán method or the Scofield method can be used for a close approximation instead of
a complicated computer analysis.
The methods were tested using an arch with the following characteristics:
• Risk Category III structure
• 40 ft span
• 10 psf dead load
• 120 mph wind zone (equates to 10 psf for von Kármán/Scofield)
• 30 psf ground snow
• 20 psf construction live load
The loads on the arch were found in intervals for rises between two and twenty feet.
Since, in the finite element model, the moment capacity of the arch is dependent on the
stiffness, two tables for each loading case were developed. One reflects a flexible arch
with the ratio of the moment of inertia to the area (I/A) equal to one, and the other a stiff
arch with the I/A ratio equal to one hundred.
For a comparison to real lumber shapes, a 24x24 sawn lumber member has the greatest
I/A ratio at about 46. A 2x3 has the smallest I/A ratio at about 0.52 but is not a deep
enough member to use for lamella construction. Any lumber with at least a 4 inch
nominal depth has an I/A of at least 1.
In Table 3 through Table 10, the highlighted light grey cells feature values found through
the von Kármán or Scofield methods, which are within ten percent of the FEA model
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values. Also note that entries with a positive percent difference have values higher than
those from the FEA model and thus are conservative design values. These values are
highlighted in dark gray. Essentially, any highlighted entries would be suitable
approximations for the given Rise-to-Span ratio. Dashed entries are greater than 1000%
difference.
3.2.1 Dead Loads
The values given by von Kármán and Scofield for the end reactions and arch thrusts are,
for the most part, close to those found through the finite element analysis.
Table 3 - Flexible Arch Analyses Comparison for Dead Load.
The values for the von Kármán method are fairly close except for the moment
calculation. Since few, if any, arched lamella roofs have such a small r ratio, it would be
safe to say that the von Kármán method fails for the moment calculation. The values for
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the Scofield method match very well for all r values except for the moment entries, which
are within range until the Rise is about one-quarter of the span.
Table 4 - Stiff Arch Analyses Comparison for Dead Load.
Making the arch stiffer lowers the axial thrust in the arch, which in turn lowers the
horizontal reaction. For this reason, there is more highlighted in dark gray in Table 4 as
compared to Table 3, as the forces are being overestimated.
3.2.2 Live Loads
Surprisingly, the values predicted by the von Kármán and Scofield methods were both
very close to the FEA analysis, except for the von Kármán moment. For the flexible arch
(Table 5), the values for horizontal reaction were all within 1% of the FEA model. All of
the thrust values for each analysis were either within 10% of the FEA model or at least
overestimated the thrust for a conservative design.
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Table 5 - Flexible Arch Analyses Comparison for Live Load.
Unfortunately, the moments predicted by the von Kármán method were almost all far too
low to be acceptable approximations. However, almost all of the moments found in the
Scofield method were within the 10% margin, which demonstrates that the Scofield
method accurately predicts the forces in a flexible arch for live load.
Similar to the results in Table 4, Table 6 for the stiff arch shows that the forces predicted
by the two approximation methods are overestimates.
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Table 6 - Stiff Arch Analyses Comparison for Live Load.
3.2.3 Wind Load
Since the wind loading assumed by the von Kármán and Scofield methods is completely
different than the loading dictated by ASCE 7-10, the values for the arch forces are
nowhere near those found with the finite element analysis. There is no way one could
use the approximation methods for wind loads.
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Table 7 - Flexible Arch Analyses Comparison for Wind Load.
Table 8 - Stiff Arch Analyses Comparison for Wind Load.
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3.2.4 Snow Drift Load
The loading pattern for snow drifts followed by Scofield is similar to the one stipulated in
ASCE 7-10 in that they only affect one half of the arch. After that, the similarities end.
ASCE takes into account snow piling and snow slipping due to the roof curvature,
whereas Scofield just assumed the drift was a uniform lineal load.
Table 9 - Flexible Arch Analyses Comparison for Snow Drift Load.
For the most part the Scofield analysis overestimates the forces in the arch due to drift
loading even though the load patterns are different. Unfortunately, it underestimates the
moment in a couple of cases for the flexible arch and in about half of the cases for the
stiff arch.
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Table 10 - Stiff Arch Analyses Comparison for Snow Drift Load.
3.3 Effects of Curvature on Arch Forces
Changing the amount of curvature in the arch has a profound effect on the distribution of
forces in the arch. An arch with a low rise will, not surprisingly, act more like a straight
beam. A half-circle arch will act much differently.
Appendix D displays twenty graphs that show the horizontal reaction, axial force, and
moments plotted against the Rise-to-Span ratio for all five load types. The graphs show
two lines, one representing the forces on a stiff arch (I/A = 100), and one for a flexible
one (I/A = 1). This design is to show how changing the stiffness of the arch changes the
force-resisting characteristics of the arch and to give an envelope of acceptable forces.
For the most part, the two curves are very similar. In a few cases they differ. A few
specific cases are highlighted in the following sections.
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The graphs are based on the following arch characteristics:
• 40 foot span
• 10 psf dead load
• 20 psf construction load
• 115 mph wind
• 30 psf ground snow load
Graphs based on different spans and loadings would obviously have different values, but
the general shape of the curves would be the same.
3.3.1 Dead Load
The curves on the dead load graphs are, for the most part, very similar. A flexible arch
has slightly higher forces for the horizontal reaction, axial force, and negative moment.
This difference is more apparent as the Rise-to-Span ratio decreases. However, the
positive moment graph shows a large difference between a stiff and flexible arch in the
low rise ranges with the stiff arch curve looking like a V, as seen in Figure 37.
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Dead Load Positive Moment
Moment [M] (in-lbs)
3000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure 37 - Dead Load Positive Moment Graph.
The stiff arch curve gives greater values for design forces for all r values. Its greater
stiffness gathers more moment than the flexible arch.
3.3.2 Construction Load
Since the construction load type is very similar to the dead load, the graphs are also
similar. The same holds true here where the horizontal reaction, axial force, and negative
moment graphs have the stiff and flexible curves very similar. The positive moment
graph has the curves very different but the graph is similar to the dead load case, as seen
in Figure 38.
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Construction Load Positive Moment
Moment [M] (in-lbs)
6000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure 38 - Construction Load Positive Moment Graph.
Again, the same V-shaped curve appears for the stiff arch, showing that its stiffness
allows it to accrue more moment than the flexible arch.
3.3.3 Wind Load
Since uplift plays a large role in the wind load, the graphs for the axial force, negative
moment, and positive moment look a little different than for the other gravity loads. For
starters, the axial force is in tension instead of compression, and looks like the reverse
view of the dead load or construction load graphs for axial force. The horizontal reaction
graph is similar to the previous two loading types. The two moment graphs are different,
however, as shown in Figure 39 and Figure 40.
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Wind Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-2000
-4000
-6000
Moment [M] (in-lbs)
-8000
-10000 Stiff
-12000 Flexible
-14000
-16000
-18000
-20000
Rise/Span [T/S] (-)
Figure 39 - Wind Load Negative Moment Graph.
The stiff arch has greater forces early on and then follows the flexible curve closely after
the r ratio passes 0.17.
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Wind Load Positive Moment
Moment [M] (in-lbs)
15000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure 40 - Wind Load Positive Moment Graph.
In Figure 40 the curves follow closer to the dead load and construction load positive
moment curve for a flexible arch. There is little difference between the stiff and flexible
arch.
3.3.4 Snow Drift Load
The drift load horizontal reaction and axial force graphs are similar to the other gravity
load types but have bumps due to the changing loadings as the curvature of the roof
changes. The two moment graphs are nothing like the others, as seen in Figure 41 and
Figure 42.
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Drift Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-2000
Moment [M] (in-lbs)
-4000
-6000 Stiff
Flexible
-8000
-10000
-12000
Rise/Span [T/S] (-)
Figure 41 - Drift Load Negative Moment Graph.
Figure 41 shows that the flexible arch takes on a little more moment for lower rises but
then the two curves follow each other when r is greater than 0.15. The bumps in Figure
41 are due to the changing curvature of the roof affecting the load pattern.
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Drift Load Positive Moment
Moment [M] (in-lbs)
6000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure 42 - Drift Load Positive Moment Graph.
The curves in Figure 42 are close, for the most part, with the stiff arch getting more
moment in low rises. The bumps are again due to the changing loading patterns.
3.3.5 Balanced Snow Load
The balanced snow load is a similar loading to the construction load except where the
load tapers off at the ends due to the roof slope. Because of this, the four graphs for each
of the arch forces are very similar to the corresponding dead load and construction load
graphs, including the V-shaped curve for the stiff arch positive moment. Figure 43
displays one of these graphs.
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Balanced Snow Load Positive Moment
Moment [M] (in-lbs)
Stiff
4000 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure 43 - Balanced Snow Load Positive Moment Graph.
Like the two other balanced gravity loads, the stiff arch takes on much higher positive
moment in low rises.
3.3.6 Application for Load Tables
The load tables developed by the author will use the stiff arch curves instead of the
flexible curves. There are two reasons for this choice. One is that the stiff arch gives
higher moments (for the most part) and moment contributes more to the stress in the
lamella than axial loads do. Second is that the roof will more likely act like a stiff arch
because of the interplay in the rhomboid grid of the lamellas and the fact that the roof
diaphragm over the lamellas will stiffen them as well.
It should also be noted that arched roofs are generally not designed to have r values close
to 0 or 0.5, but fall somewhere in between. The most disparity between the stiff and
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flexible arch curves occurs in the low rise range in which few, if any, arched roofs are
built.
3.3.7 Example Moment Diagrams
As the arch starts out with a low rise, under uniform vertical loading, the majority of the
moment will be positive moment, which would be analogous to the bending of a simple
beam. As the rise of the arch increases, the “sides” of the arch will incur negative
moment from the arch resisting outward buckling. This is illustrated in Figure 44, Figure
45, and Figure 46.
Figure 44 - Moment Diagram for Arch with Low Rise.
Figure 45 - Moment Diagram for Arch with Medium Rise.
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Figure 46 - Moment Diagram for Semi-Circular Arch.
The cut-off point for the beginning of negative moment depends on the stiffness of the
arch. The stiffer the arch, the more moment capacity it has and the sooner it can take on
negative moment as the rise increases. Generally, this point appears to be where the rise
of the arch is around 10% of the span.
Page 547
4 Development of Design Tables
To facilitate the design of a lamella roof, the author developed a set of design tables – one
for the loads on the lamella roof (Section 4.1) and another for the connection between the
lamellas (Section 4.2).
4.1 Load Tables
These tables display roof spans from 20 to 120 feet and show loads based on a changing
rise. Two different sets were developed: one in the 115 mph wind zone with varying
snow loads and one with zero snow loading but with varying wind speeds. The former is
meant to be used in non-hurricane regions of the United States and the latter in hurricane
regions, like Florida, which can expect zero annual snowfall.
The tables were created in Microsoft Excel using the finite element analysis approach
discussed in Section 3.1.3 and using the ASD load combinations and loading patterns
stipulated in ASCE 7-10. To aid in table generation, the author programmed a macro in
which the user inputs the system parameters (span, rise, cross-sectional area, moment of
inertia, and loadings) and the macro runs the various rise-to-span ratios through the FEA
matrices, finds loads for each load case, and takes the worst loading from all cases for the
design loads. This means that the maximum moment may come from one load case and
the maximum axial force from another. The same can be said about the base reactions.
Also, the point of maximum moment and maximum axial force most likely do not
coincide, but designing a lumber beam-column (i.e., lamella) to resist those simultaneous
maximum forces will give a conservative design.
Values in the tables are given in units per foot of arch.
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Discussed earlier was the notion of the arch stiffness being a function of the moment of
inertia over the cross-sectional area. In keeping with the conclusions drawn in Section
3.3.6, the author uses an I/A value of 100, representing a stiff arch, for the FEA
calculations.
Additionally, when designing for ASD while using the NDS design specification, one
must pay attention to the load duration factor CD. Since wood has a load carrying
capacity that increases when the load duration decreases, the NDS assigns different CD
values based on the load case. For example, NDS Table 2.3.2 specifies that an
occupancy live load with a ten-year duration gets a CD value of 1.0 while a wind load
with a ten-minute duration gets a CD value of 1.6. The load duration factor is used to
increase (or decrease, if the dead load controls) the design values of the lumber used,
essentially making the wood stronger.
Since the load duration factor changes depending on the loads used in the load
combination, the various loads found through the FEA method must be normalized.
Consider, for example, the load case D + 0.75(0.6W) + 0.75S. The NDS specification
states that the CD value for the shortest duration load be used for the combination, which
means that the above load combination has a CD value of 1.6. To normalize it, the loads
found by the FEA spreadsheet are divided by that CD value. Then, when designing the
lamella to carry the load, the load duration factors can all be assumed to be 1.0.
The finished load tables are found in Appendix F.
Page 549
4.2 Connection Tables
Connection design is based on the assumption that the lamella connection can be
modeled as a double-shear connection, as shown in Figure 47.
Figure 47 - Double Shear Bolted Connection [10].
As seen in Section 2.1.1, the actual geometry is a little more complicated (see Figure 17)
but the approximation is close enough. Since the lamellas are all the same thickness, Ɛs
would be equal to t, the thickness of the member, and
t
Am = . (83)
cos 2θ
These two values are used in determining the shear capacity of the connection.
The NDS stipulates finding several yield limit states for a double shear connection.
These limit states are shown in Appendix A, Figure A-1. Since the connection is double
shear, only modes Im, Is, IIIs, and IV apply, each with its own yield limit equation. They
are
DA m Fem
Im : Z = , (84)
Rd
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DA s Fes
Is : Z = , (85)
Rd
2k3 DA s Fem
IIIs : Z = , (86)
( 2 + Re ) Rd
and
2D2 2 Fem Fyb
IV : Z = , (87)
Rd 3 (1 + Re )
where
D = dowel diameter, in,
Fyb = dowel bending yield strength, psi,
Rd = reduction term,
Re = Fem Fes ,
A m = main member dowel bearing length, in,
A s = side member dowel bearing length, in,
Fem = main member dowel bearing strength, psi,
Fes = side member dowel bearing strength, psi,
and
2 (1 + Re ) 2 Fyb ( 2 + Re ) D 2
k3 = −1 + + . (88)
Re 3Fem A 2s
At this point some simplifications and substitutions can be made. To start, Fem and Fes
are dependent only on the wood specific gravity and the dowel diameter, making them
the same value [10]:
6,100G1.45
Fem = Fes = Fe ⊥ = .
D
Page 551
The Fe ⊥ equation is used since the shear load acts perpendicular to grain. Since Fem and
Fes are the same value, Re simplifies to one. Completing the substitutions yields:
Fyb D 2.5
k3 = −1 + 4 + , (89)
3, 050t 2G1.45
6,100G1.45t D
Im : Z = , (90)
Rd cos 2θ
12, 200G1.45t D
Is : Z = , (91)
Rd
12, 200k3G1.45t D
IIIm : Z = , (92)
3Rd
and
2D2 6,100G1.45 Fyb
IV : Z = . (93)
Rd 9 D
The Rd value changes depending on the yield mode. Figure 48 shows how it is
determined. The footnote in the table notes that for threaded fasteners with a nomimal
diameter greater than or equal to ¼Ǝ and a root diameter, Dr, less than ¼Ǝ (i.e., ¼Ǝ and
5/16Ǝ bolts),
Rd = K D Kθ ,
where
K D = 10 Dr + 0.5,
Page 552
and Kș is the same as shown in Figure 48. In all cases, since the shear is perpendicular to
grain, ș is 90° and Kș becomes 1.25.
Figure 48 - Reduction Term, Rd [10].
Page 553
5 Lamella Strength and Connection Design
The following sections will display how one analyzes a lamella section for design
adequacy and how one would design the connection to withstand the loads applied on it.
5.1 Lamella Strength Analysis
The lamella is designed based on the assumption that it acts like a beam-column with
biaxial bending and compression. Testing done by the author (see Section 7.3.1) backs
up this assumption. According to the NDS Section 3.9.2, the equation for bending and
axial compression is
ª fc º fb1 fb 2
« ′» + ′ + ≤ 1.0 (94)
¬ Fc ¼ Fb1 ¬ª1 − ( f c FcE1 ) ¼º Fb′2 ¬ª1 − ( f c FcE 2 ) − ( f b1 FbE ) ¼º
where
′
0.822 Emin
f c < FcE1 = 2
, (95)
§ A e1 ·
¨ ¸
© d1 ¹
′
0.822 Emin
f c < FcE 2 = 2
, (96)
§ A e2 ·
¨ ¸
© d2 ¹
′
1.20 Emin
f b1 < FbE = , (97)
( RB )
with
Page 554
fb1 = actual edgewise bending stress (bending load applied to narrow face of member),
f b 2 = actual flatwise bending stress (bending load applied to wide face of member),
f c = actual compressive stress from axial load,
d1 = wide face dimension (lamella depth),
d 2 = narrow face dimension (lamella thickness),
A e = effective column length (NDS Section 3.7.1.2),
and
Fb′1 = FbCDCM Ct CLCF C fu Ci Cr , (98)
Fb′2 = FbCD CM Ct CL CF C fu Ci Cr , (99)
Fc′ = FcCDCM Ct CF Ci CP (100)
and
E ′min = Emin CM Ct Ci CT . (101)
Since the lamella is continually braced in the weak direction by the roof diaphragm,
Equation (96) essentially becomes infinite, which reduces Equation (94) to
ª fc º f b1 fb 2
« ′» + ′ + ≤ 1.0. (102)
F
¬ c¼ F ª
b1 ¬1 − ( f c F )
cE1 ¼º F ′ ª
b2 ¬1 − ( b1 bE ) ¼
f F
º
As stated before, the CD factor has already been normalized to 1.0. Also, for most of the
adjustment factor C values, the values can be eliminated by setting them equal to 1.0, as
well. Since the lamella roof is most likely going to be built indoors, the moisture,
temperature, and incising factors - CM, Ct, and Ci, respectively - will be equal to 1.0.
In strong-axis bending, the flat use factor Cfu drops to 1.0 since it is bending edge-wise.
For the maximum positive moment, the compression edge of the lamella is continually
Page 555
braced by the sheathing on top, and the beam stability factor CL becomes 1.0, as well.
For the maximum negative moment, the compression edge is only braced at the lamella
ends and at the halfway point by the adjacent lamellas. Assuming the lamella is loaded
with a uniformly distributed load, the effective length Ɛe can be one of two values. If the
unsupported length Ɛu divided by the lamella depth is less than seven (Ɛu/d < 7), then
A e = 2.06A u . (103)
If the ratio is above seven, then the effective length becomes
A e = 1.63A u + 3d . (104)
The beam stability factor is then found by
1 + ( FbE Fb* ) ª1 + ( FbE Fb* ) º F F *
CL = − « » − bE b , (105)
1.9 «¬ 1.9 »¼ 0.95
where
Fb* = FbCDCM Ct CF Ci Cr ,
′
1.20 Emin
FbE = 2
, (106)
RB
and
Aed
RB = , (107)
b2
where b is the thickness of the lamella and RB shall not exceed 50. The two different CL
values must be used in conjunction with their respective moments when using Equation
(102) to check the beam-column.
Page 556
In weak-axis bending, the flat-use factor Cfu is given by Tables 4A, 4B, 4C, and 4F of the
NDS 2005 Supplement. The beam stability factor CL is 1.0 since its depth is less than its
width.
The size factor CF depends on the size of the member and the species and will change
depending on the lamella size. Unless the lamellas are spaced at 24 inches or less, the
repetitive member factor Cr will be equal to 1.0, as well (it will be 1.15 otherwise). Since
the lamella roof does not meet any of the specifications of NDS Section 4.4.2, the
buckling stability factor CT is also equal to 1.0.
Finding the column stability factor CP is a little more involved. For starters, the NDS
limits the slenderness ratio Ɛe/d to 50 (75 during construction), where
A e = K e A. (108)
The connections between the lamellas are assumed to be pinned-pinned so the effective
length factor Ke is equal to 1.0. The lamellas are braced continuously in the weak
direction by the roof sheathing so the Y-Y axis slenderness ratio is zero. The side
lamellas, though they brace the continuous lamella at the half-points, only brace in the
weak direction; thus, the effective length in the X-X axis is
A e = A. (109)
In reality, the lamella would have to be very long and very shallow in order for the
slenderness ratio to be greater than 50. For example, a 2x8 lamella with a depth of 7.25
inches would have to be over 30 feet long for this to happen.
Equation 3.7-1 of the NDS then gives the column stability factor as
Page 557
1 + ( FcE Fc* ) ª1 + ( FcE Fc* ) º F F *
CP = − « » − cE c , (110)
2c «¬ 2c »¼ c
where
Fc* = Fc CD CM Ct CF Ci ,
c = 0.8 for sawn lumber,
c = 0.85 for round timber poles and piles,
c = 0.9 for structural glued laminated timber or structural composite lumber,
and FcE is the same as in Equation (95).
The thrust and moments found in the Load Tables must be adjusted to take the skew of
the lamella arches and the length of the lamellas into consideration. The moment in the
strong direction must be multiplied by the spacing of the lamellas and divided by the
cosine of the skew angle since the lamella follows the skewed arch [3]:
M x ,lam =
(Spacing )( M load table ) . (111)
cos θ
The thrust is taken up by two lamellas, since the compressive force can go two ways in
each connection node [3]:
( Spacing ) ( Fa ,load table )
Fa ,lam = . (112)
2 cos θ
In the weak direction, the moment is generated by the force couple created by the side
lamellas abutting the middle lamella, which is simply the axial thrust multiplied by the
shift of the connection:
M y ,lam = ( Fa ,lam ) ( s ) . (113)
Page 558
With a chosen trial section one can begin the process of checking the section for
adequacy. First, one finds the bending and compressive stresses by
M x ,lam
f b1 = , (114)
S xx
M y ,lam
fb 2 = , (115)
S yy
and
Fa ,lam
fc = . (116)
A
After these calculations, it is a simple matter of checking the calculated stresses for
compliance in the interaction equation from Equation (102). It is important to note that
this calculation must be done twice – once for the maximum positive moment and once
for the maximum negative moment, each calculated with their respective CL values.
Page 559
5.2 Connection Design
Since the connections between lamellas are achieved using dowel-type fasteners, the
equation for the reference design value is
Z ′ = ZCDCM Ct Cg CΔ Ceg CdiCtn , (117)
where
CD = Load Duration Factor,
CM = Wet Service Factor,
Ct = Temperature Factor,
Cg = Group Action Factor,
CΔ = Geometry Factor,
Ceg = End Grain Factor,
Cdi = Diaphragm Factor,
Ctn = Toe-Nail Factor.
Again, the CD factor is normalized to 1.0 as in Section 4.1. Unless the building is
exposed to the elements, the CM and Ct factors will most likely be 1.0 as well.
The calculation for the group action factor is rather long. To begin,
ª m (1 − m 2 n ) º 1+ R
Cg = « »ª EA º
, (118)
« n ª(1 + REA m ) (1 + m ) − 1 + m º » ¬ 1 − m »¼
n 2n «
¬ ¬ ¼¼
where
Page 560
n = number of fasteners in a row,
ªEA E A º
REA = min « s s , m m » ,
¬ Em Am Es As ¼
Em = modulus of elasticity of main member, psi,
ES = modulus of elasticity of side member, psi,
Am = cross-sectional area of main member, in 2 ,
As = cross-sectional area of side member, in 2 ,
m = u − u 2 − 1,
sª 1 1 º
u = 1+ γ « + »,
2 ¬ Em Am Es As ¼
s = center-to-center spacing between adjacent fasteners in a row, in,
γ = 180, 000 D1.5 (for dowel-type fasteners in wood-to-wood connections).
However, since the side member and main members are the same material, and the side
lamella area will always be less than the middle lamella due to the curvature cut,
Em = Es = E ,
As
REA = ,
Am
180, 000 D1.5 s ª 1 1º
u = 1+ « + ».
2E ¬ Am As ¼
The geometry factor, if the designer follows the diagrams in Figure 15 and Figure 16, can
be equal to the value shown for those figures. If it falls somewhere between, Cǻ can be
found through one of two ways. To quote the NDS,
When dowel-type fasteners are used and the actual end distance for parallel or perpendicular to
grain loading is greater than or equal to the minimum end distance (see Figure 11) for Cǻ = 0.5,
but less than the minimum end distance for Cǻ = 1.0, the geometry factor, Cǻ, shall be determined
as follows:
actual end distance
CΔ = ,
minimum end distance for CΔ = 1.0
Page 561
and
When the actual spacing between dowel-type fasteners in a row for parallel or perpendicular to
grain loading is greater than or equal to the minimum spacing (see Figure 12), but less than the
minimum spacing for Cǻ = 1.0, the geometry factor, Cǻ, shall be determined as follows:
actual spacing
CΔ = . [10]
minimum spacing for CΔ = 1.0
The end grain factor, Ceg, only applies when a fastener is loaded in withdrawal from the
end grain of a member and can be set to 1.0. Since the lamella connection is not part of a
diaphragm, the Cdi is also 1.0. And, since the connections are not toe-nailed, Ctn is equal
to 1.0 as well.
The connection joint between the continuous and non-continuous lamellas must be
designed to handle both vertical shear perpendicular to grain and thrust parallel to grain
as a result of the eccentric connection. The vertical shear can be found by [16]:
4 M x ,lam
V⊥ = , (119)
A
where Mx,lam is the moment in the strong axis of the lamella resulting from the chosen
loading combination.
The thrust parallel to grain results in tension in the bolts. According to Scofield [3], the
magnitude of this tension is found by
2 Fa ,lam cos θ
Tbolts = , (120)
tan 2θ
where Fa,lam is the thrust in each lamella and ș is the skew angle of the lamella arch. This
tension would be split evenly between the bolts in the connection. Also, the tension in
Page 562
the bolt would need to be transferred to the lamella through a washer of appropriate
surface area so as not to crush the surrounding wood, as discussed later in this section
[16].
The tensile capacity of a bolt is found by multiplying the diameter of the bolt by its
yielding stress [4]. However, since there is a reduction in area due to the threads at the
end of the bolt, one must use the root diameter Dr for calculations:
Tcap = Dr Fy ,bolt . (121)
The yielding stress of the bolts is usually 36,000 psi. Using this information, Table 11
was created.
Table 11 - Strength Properties for Standard Hex Bolts.
WƌŽƉĞƌƚŝĞƐĨŽƌ^ƚĂŶĚĂƌĚ,ĞdžŽůƚƐ
ZŽŽƚ ZŽŽƚ dĞŶƐŝůĞ
ŝĂŵĞƚĞƌ
ŝĂŵĞƚĞƌ ƌĞĂƌ ĂƉĂĐŝƚLJ
Ϯ
ƌ ;ŝŶͿ ;ŝŶ Ϳ ;ůďƐͿ
ϭͬϰΗ Ϭ͘ϭϴϵ Ϭ͘ϬϮϴ ϭϬϬϱ
ϱͬϭϲΗ Ϭ͘Ϯϰϱ Ϭ͘Ϭϰϳ ϭϲϵϱ
ϯͬϴΗ Ϭ͘Ϯϵϴ Ϭ͘ϬϳϬ ϮϱϭϬ
ϭͬϮΗ Ϭ͘ϰϬϲ Ϭ͘ϭϮϵ ϰϲϲϬ
ϱͬϴΗ Ϭ͘ϱϭϰ Ϭ͘ϮϬϳ ϳϰϲϱ
ϯͬϰΗ Ϭ͘ϲϮϳ Ϭ͘ϯϬϵ ϭϭϭϭϱ
ϳͬϴΗ Ϭ͘ϳϯϵ Ϭ͘ϰϮϵ ϭϱϰϰϬ
ϭΗ Ϭ͘ϴϰϳ Ϭ͘ϱϲϯ ϮϬϮϴϬ
Washers are used to transfer the tension load from the bolts to the lamellas and must be
designed so as not to crush the surrounding wood. First, one must compute the
compression strength of the wood perpendicular to grain [10]:
Fc′⊥ = Fc ⊥CM Ct Ci Cb . (122)
Page 563
If the lamella roof is enclosed such that the lamellas are indoors, the CM, Ct, and Ci,
factors will all drop to 1.0. The NDS has the following to say about the bearing area
factor Cb:
Reference compression design values perpendicular to grain, Fc ⊥ ,apply to bearings of any length
at the ends of a member, and to all bearings 6Ǝ or more in length at any other location. For
bearings less than 6Ǝ in length and not nearer than 3Ǝ to the end of a member, the reference
compression design value perpendicular to grain, Fc ⊥ , shall be permitted to be multiplied by the
following bearing area factor, Cb:
A b + 0.375
Cb = (123)
Ab
where
Ɛb = bearing length measured parallel to grain, in. [10]
Since the bolts, and therefore the washers, are closer than 3Ǝ to the end of the lamella, the
bearing area factor does not increase the design compression strength perpendicular to
grain and can be set to 1.0, as well.
From there, the necessary washer area needed for the tension developed in the bolts is
found by
Tbolts
Awasher ≥ . (124)
Fc′⊥
This washer area is split between the bolts in the connection and applies for the entire
connection. In other words, half of the washer area is for one side of the connection and
the other half for the other side.
Page 564
It should be noted that due to friction between the bolts and the surrounding wood, the
forces in the connection will be slightly less than those computed, yielding slightly
conservative design values [16].
Page 565
6 Design Example
In this section, the tables developed by the author are used to design an example lamella
roof. The example is designed following the NDS 2005 Specification using the
Allowable Stress Design (ASD) process. It should be noted that Load & Resistance
Factor Design (LRFD) is a perfectly acceptable design approach; however, the tables
developed by the author use ASD load combinations.
In this example, the combination of snow drift and dead loads likely generates the largest
loads on the structure; however, due to the nature of the load tables it is impossible to tell.
The following design criteria apply:
• 40 ft span (S = 40 ft)
• 10 ft rise (T = 10 ft)
• Southern Pine No.1 lumber
• Structure dead load (D) = 10 psf
• Construction live load (Lr) = 20 psf
• Grounld snow load (pg) = 30 psf
• Basic wind speed (V) = 120 mph
• 10 lamellas per arch (n = 10)
• Skew angle of 19° (ș = 19°)
6.1 Lamella Strength Check
First one must find the nominal length Ɛ of the lamellas. Thus,
Page 566
4T 2 + S 2 4 (10′ ) + ( 40′ )
2 2
R= = = 25′,
8T 8 (10′ )
β 2 § R −T · 2 § 25′ − 10′ ·
2φ = = arccos ¨ ¸ = arccos ¨ ¸ = 10.62°,
n n © R ¹ 10 © 25′ ¹
§ 10.62° ·
A c − c = 2 R sin φ = 2 ( 25′ ) sin ¨ ¸ = 4.63′,
© 2 ¹
A c−c 6.604′
A= = = 4.90′ .
cos θ cos (19° )
Looking at Table 1, this length of lamella at a skew of 19° gives a spacing of about 1.59
feet. From looking at the load tables in Appendix E, the following loads (per foot section
of arch) are caused by the aforementioned design criteria:
• Ry = 545 lbs
• Rx = 520 lbs
• Fa = 755 lbs
• M - = -8800 in-lbs
• M + = 10110 in-lbs
The axial thrust in each lamella is then found by
Fa ,lam =
( 755 lbs ) (1.59′ )
ft = 636 lbs ,
2 cos (19° )
and the moments are
Page 567
−
(1.59′ ) ( −8800 in-lbs ft )
M = = −14837 in-lbs ,
cos (19° )
x ,lam
(1.59′ ) (10110 in-lbs ft )
M x+,lam = = 17046 in-lbs ,
cos (19° )
M y ,lam = ( 636 lbs )( 3.79′′ ) = 2865 in-lbs .
The lamella must now be designed as a biaxial beam-column to withstand the combined
thrust and moment for both positive and negative moment. For the positive moment, the
compression side of the member is assumed to be braced continuously by the sheathing
on the rooftop. For the negative moment, the side lamellas abut the continuous lamella at
the half-points providing lateral bracing, giving an unbraced length of half of the lamella
length. The weak-axis bending is assumed to be braced at the endpoints only. A 2x10
trial section will be used for the strength checks – it has the following characteristics
[10]:
• A = 13.88 in2
• Sxx = 21.39 in3
• Syy = 3.469 in3
• Fb = 1300 psi
• Fc = 1600 psi
• Emin = 620,000 psi
Since the size of the bolts is unknown, the shift of the connection cannot be immediately
found. The author assumes ½Ǝ bolts in design which, according to Table 2, gives a shift
of 3.79Ǝ. The forces due to the thrust and moments are as follows:
Page 568
Fa ,lam 636 lbs
fc = = = 45.9 psi ,
A 13.88 in 2
−
M 14837 in-lbs
fb−1 = x ,lam
= = 693.6 psi ,
S xx 21.39 in 3
M x+,lam 17046 in-lbs
f b+1 = = = 796.9 psi ,
S xx 21.39 in 3
and
M y ,lam 2865 in-lbs
fb 2 = = = 825.8 psi .
S yy 3.469 in 3
Now the adjustment factors must be found. Since the lamellas are spaced at less than 24Ǝ
on-center, the repetitive member factor Cr can be set to 1.15, which increases the bending
strength of the lumber. From here, the beam stability factor CL for the negative moment
is calculated:
Au
=
( 4.90′ 2 )(12 in ft ) = 3.18′ < 7.0,
d1 9.25′′
A e = 2.06A u = 2.06 4.90′ ( 2 )(12 in ft ) = 60.52′′,
RB =
A ed
=
( 60.52′′ )( 9.25′′) = 15.77,
(1.5′′)
b2
′ = Emin CM Ct Ci CT = ( 620, 000 psi )(1.0 )(1.0 )(1.0 )(1.0 ) = 620, 000 psi,
Emin
′
1.20 Emin 1.20 ( 620, 000 psi )
FbE = = = 2990 psi,
(15.77 )
2 2
RB
Fb* = Fb CD CM Ct CF Ci Cr = (1300 psi )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 )(1.15 ) ,
Fb* = 1495 psi,
Page 569
1 + ( FbE Fb* ) ª1 + ( FbE Fb* ) º F F *
CL = − « » − bE b ,
1.9 «¬ 1.9 »¼ 0.95
1 + ( 2990 1495 ) ª1 + ( 2990 1495 ) º 2990 1495
CL = − « » − ,
1.9 ¬ 1.9 ¼ 0.95
CL = 0.956 .
Now, the column stability factor CP is determined:
′
0.822 Emin 0.822 ( 620, 000 psi )
FcE = 2
= 2
= 12630 psi,
§ Ae · § ( 4.90′ )(12 in ft ) ·
¨ ¸ ¨ ¸
©d ¹ © 9.25′′ ¹
Fc* = Fc CD CM Ct CF Ci = (1600 psi )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 ) = 1600 psi,
c = 0.8,
1 + ( FcE Fc* ) ª1 + ( FcE Fc* ) º F F *
CP = − « » − cE c ,
2c «¬ 2 c »¼ c
1 + (12630 1600 ) ª1 + (12630 1600 ) º 12630 1600
CP = − « » − ,
2 ( 0.8 ) ¬ 2 ( 0.8 ) ¼ 0.8
CP = 0.973 .
Now, the remaining three design stresses for the unity check equation follow:
Fb′1 = FbCD CM Ct CL CF C fu Ci Cr = (1300 psi )(1.0 )(1.0 )(1.0 )( 0.956 )(1.0 )(1.0 )(1.0 )(1.15 ) ,
Fb′1 = 1430 psi.
The above Fb′1 applies to the negative moment since the CL value is for an unbraced
length of 2.45 feet. For the positive moment with the compression edge continually
braced, CL = 1.0 and
Page 570
Fb′1 = FbCDCM Ct CLCF C fu Ci Cr = (1300 psi )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 )(1.15) ,
Fb′1 = 1495 psi.
For the compressive strength parallel to grain,
Fc′ = Fc CD CM Ct CF Ci CP = (1600 psi )(1.0 )(1.0 )(1.0 )(1.0 )(1.0 )( 0.973) ,
Fc′ = 1556 psi.
From here, it is a simple matter to plug the values into the modified unity equation. For
the negative moment:
ª fc º fb1 fb 2
« ′» + ′ + ≤ 1.0,
¬ Fc ¼ Fb1 ª¬1 − ( f c FcE1 ) º¼ Fb′2 ¬ª1 − ( f b1 FbE ) ¼º
ª 45.9 psi º 693.6 psi 825.8 psi
«1556 psi » + ª § 45.9 psi · º
+
ª § 693.6 psi ·2 º
≤ 1.0,
¬ ¼
(1430 psi ) «1 − ¨ ¸ » (1794 psi ) «1 − ¨ ¸ »
¬ © 12630 psi ¹ ¼ «¬ © 2990 psi ¹ »¼
0.974 < 1.0 O.K. ,
and the positive moment is
ª 45.9 psi º 796.9 psi 825.8 psi
«1556 psi » + ª § 45.9 psi · º
+
ª § 796.9 psi · 2 º
≤ 1.0,
¬ ¼
(1495 psi ) «1 − ¨ ¸ » (1794 psi ) «1 − ¨ ¸ »
¬ © 12630 psi ¹ ¼ «¬ © 2990 psi ¹ »¼
1.031 > 1.0 .
The unity equation checks out for the negative moment but is about 3% high for the
positive moment. However, since the loads on the arch are generally overstated and the
stiffness of the roof will increase with the addition of the roof diaphragm, this extra 3% is
of small concern and can most likely be ignored. Thus, a 2x10 section is adequate for
design.
Page 571
It should also be noted that the end supports of the arch need to be designed to carry 520
lbs. of lateral force per foot and 545 lbs. of gravity load per foot.
6.2 Connection Design
As mentioned in Section 4, there are two load paths in the connection. First, the vertical
shear through the connection is found by
4 M x+,lam 4 (17046 in-lbs )
V⊥ = = = 1160 lbs .
A (
4.90′ 12 in
ft )
The positive moment is used because its magnitude is greater than that of the negative
moment.
The tension due to the eccentric connection is
2 Fa ,lam cos θ 2 ( 636 lbs )( cos19° )
Tbolts = = = 1540 lbs .
tan 2θ tan 38°
From Equation (117), we know that the strength of a connection is determined by
Z ′ = ZCD CM Ct Cg CΔ Ceg Cdi Ctn .
The duration, moisture, temperature, end grain, diaphragm action, and toe-nail factors can
all be set to 1.0 as discussed in Section 5.2. For determining the group action factor, a
couple properties of the lamella must be found first. From Equation (11), the total length
of the lamella, assuming ½Ǝ bolts, is
Page 572
2 R sin φ t + 2 D tan 2θ t
AT = + + ,
cos θ 2sin θ cos θ tan 2θ
AT =
( )
2 ( 25′ ) 12′′ ′ sin ( 5.31° ) 1.5′′ + 2 ( 0.5′′ ) tan ( 38° )
1 + +
1.5′′
,
cos (19° ) 2sin (19° ) cos (19° ) tan ( 38° )
A T = 65.09′′ ≈ 5′ − 5 3 32′′ .
Then, the angle ࢥT is
§ ·
§ AT · ¨ 65.09′′ ¸ = 6.228°,
φT = arcsin ¨ ¸ = arcsin
© 2R ¹ (
¨ 2 ( 25′ ) 12′′ ¸
© 1′ ¹ )
which means that the rise of the individual lamella, according to Equation (16), is
65.09′′
T′ = R −
AT
2 tan φT
(
= ( 25′ ) 12′′ ′ − )
1 2 tan ( 6.228° )
= 1.77′′,
which must be subtracted from the depth of the lamella to find its depth at the connecting
end. Since a 2x10 has a depth of 9.25Ǝ, the depth at the connecting ends would be 7.48Ǝ.
Looking at Table B-4, the maximum length of a lamella for ½Ǝ bolts while still keeping
the geometry factor Cǻ equal to 1.0 is 8.5ƍ for three bolts and a radius of 25ƍ. Since the
total length of lamella is under that maximum, the spacing for keeping Cǻ equal to 1.0
should be used. According to Figure 16, this spacing is 4D, which would be 2Ǝ for ½Ǝ
bolts.
For the group action factor,
Em = Es = E = 620, 000 psi,
As ( 7.48′′ )(1.5′′ )
REA = = = 0.808.
Am 13.88 in 2
Then, with a spacing of 2Ǝ,
Page 573
180, 000 D1.5 s ª 1 1º
u = 1+ « + »,
2E ¬ Am As ¼
180, 000 ( 0.5′′ )( 2′′) ª 1 +
1.5
1 º
u = 1+ « »,
2 ( 620, 000 psi ) ¬13.88 in ( 7.48′′ )(1.5′′ ) ¼
u = 1.107,
m = u − u 2 − 1 = (1.107 ) − (1.107 ) − 1 = 0.8339.
Plugging these values in to solve for the geometry factor yields
ª m (1 − m 2 n ) º 1+ R
Cg = « »ª EA º
,
« n ª(1 + REA m ) (1 + m ) − 1 + m º » ¬ 1 − m »¼
n 2n «
¬ ¬ ¼¼
ª
Cg = «« (
( 0.8339 ) 1 − ( 0.8339 ) ( )
2 3
) º
» ª 1 + 0.808 º ,
2( 3 ) » «
(
ª ) º ¬1 − 0.8339 ¼»
«¬ ( 3) ¬ 1 + ( 0.808 )( 0.8339 ) (1 + 0.8339 ) − 1 + ( 0.8339 ) ¼ »¼
C g = 0.990.
Essentially, the design strength of the connection will only be reduced by 1% since the
geometry factor is the only one not equal to 1.0.
Table F-1 shows that a ½Ǝ bolt can withstand 530 lbs of shear for southern pine (G =
0.55), so three bolts would have a shear capacity of
Z ′ = ZCD CM Ct C g CΔ Ceg Cdi Ctn ,
Z ′ = ( 3)( 530 lbs )(1.0 )(1.0 )(1.0 )( 0.990 )(1.0 )(1.0 )(1.0 )(1.0 ) = 1570 lbs,
which is greater than the 1160 lbs required. Table 11 shows that a ½Ǝ bolt has a tensile
capacity of 4460 lbs so by observation, three of them are more than sufficient for the
1540 lbs required.
The compression strength perpendicular to grain of the lamella is
Page 574
Fc′⊥ = Fc ⊥ CM Ct Ci Cb = ( 565 psi )(1.0 )(1.0 )(1.0 )(1.0 ) = 565 psi ,
and the required area of washers is then
Tbolts 1540 lbs
Awasher ≥ = = 2.72 in 2 .
Fc′⊥ 565 psi
Washer size should be specified by the engineer based on availability of materials. If
regular stamped washers have insufficient area, oversized square washers may need to be
used.
Page 575
7 Prototype Models
In order to better visualize and demonstrate the concept of the lamella roof, two models
were created. They gave the author a better understanding of how the lamella roof fits
together and also demonstrated the ease of assembly of the system. Also, a steel model
allowed the author to perform load testing with strain gauges.
7.2 Matboard Model
A proof-of-concept model was created using matboard connected with #3 solid brass
fasteners. The lamella pieces were cut using a laser cutter and assembled by hand. While
assembling the model (shown in Figure 49), the author noted that as more pieces were
added to the lamella arch, the arch itself became more stiff, indicating an interaction
having to do with the interesting connection style used by lamella construction.
Figure 49 - Matboard Proof-of-Concept Model.
Page 576
7.3 Steel Model
After the proof-of-concept model was made, a model made of sheet steel was fabricated
and donated by H. Kubenik Metals of Milwaukee, WI. The model was precision-cut
using a computer-controlled plasma cutter with the ends bent in a machine press (see
Figure 50 and Figure 51). The steel model was approximately a two-times scale copy of
the matboard model.
Figure 50 - Plasma Cutting of Steel Lamellas.
Page 577
Figure 51 - Bending of Steel Lamellas.
After cutting and bending, the lamellas were assembled with machine screws, lock
washers, and nuts to create a section of a lamella arch. The finished product is displayed
in Figure 52.
Page 578
Figure 52 - Assembled Steel Lamella Arch.
Though hard to see in Figure 52, the top of the arch had a distinct curvature in the short
direction, resulting in “cupping” of the entire structure. This is most likely due to the fact
that the drafting model used for fabrication was not as exact as required for a perfect fit.
The properties of the steel arch ended up being:
• Span [S] = 75Ǝ
• Rise [T] = 37Ǝ
• Arch width of 24Ǝ
Page 579
• 12 ga. A36 steel (thickness [t] = 0.1084Ǝ)
• 10-32 x ½Ǝ machine screws
• 8.5 lamellas per arch (n = 8.5)
• Spacing = 4.145Ǝ
• Nominal depth of lamella [d] = 2.05Ǝ
7.3.1 Load Testing
The steel model was tested to see if the resultant stresses on the model fit with those
predicted by the load table program created by the author. Special bearing plates were
fabricated out of 2x4 lumber to act like pinned connections at the springing ends of the
arch as shown in Figure 53.
Page 580
Figure 53 - Steel Model Bearing Plates.
To find the stresses in the lamellas during testing, several strain gauges were affixed to
the model, as depicted in Figure 54.
Page 581
Figure 54 - Strain Gauge Close-up.
The strain gauges were placed in the middle of a lamella span to reduce any affects that
stress concentrations might have had on the results. They were placed in three groups at
different parts of the arch, as shown in Figure 55. The gauge groups are depicted with a
black rectangle.
Page 582
Figure 55 - Strain Gauge Locations.
The numbers next to the rectangles represent the locations of the numbered strain gauges.
The gauge with the lower number is closer to the outside of the arch, i.e., SG1 is at the
very top of the arch while SG3 is directly below it on the inside of the arch.
Three different loading patterns were used for testing, shown in Figure 56, Figure 57, and
Figure 58, each to simulate a different real-world loading. Plastic bags, each filled with
ten pounds of sand, were used to control the amount of load. The first series was to
simulate a balanced snow load.
Page 583
Figure 56 - Balanced Snow Load Simulation.
The second simulated a snow drift load by stacking sand bags on half of the structure.
The sand bag loading does not exactly reflect the loading pattern depicted in the
Simplified Figure 7-3 found in Appendix C since the loading is uniform. To counter this
discrepancy, the loading pattern in the Simplified Figure 7-3 was averaged to 1.35pf and
the load put into the load table program was adjusted to match this value.
Page 584
Figure 57 - Snow Drift Load Simulation.
The final loading stacked bags on the apex of the arch to simulate a point load. This
point load would essentially be a lineal load along the length of the apex if the roof.
Page 585
Figure 58 - Point Load Simulation.
Since the bags had a total bearing area of 10Ǝ by 10Ǝ (or 100 in2), the corresponding area
load would be 14.4 psf. Also, the point load simulation is modeled as a lineal load on the
length of the apex, which would correlate to 12 plf per bag. These corresponding loads
were inputted into the load table program developed by the author, then adjusted using
the process outlined in the end of Section 5.1 to find the predicted stresses on the
lamellas. Since the lamellas are in biaxial bending and compression, the stresses are
summed to reflect correlate to the correct combination of compression and moment.
Table 12 displays a list of data found during the different loading tests. Perhaps most
interesting are the data from Strain Gauges 6-8. It appears that weak axis bending was so
Page 586
large that on the face the strain gauges were attached, the effects of strong axis bending
and compression were not enough to put compressive stress into the fibers.
Table 12 - Strain Gauge Testing Data.
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ϱ ϲϬďĂŐƐ Ͳϭϱϯϳ ϯϬϰϱ ϯϰϱϭ ϭϴϴϱ ϰϰϬϴ ϭϭϲϴϳ ϭϬϬϵϮ ϲϵϬϮ
ϲ ϳϮďĂŐƐ Ͳϭϳϲϵ ϰϮϬϱ ϱϰϮϯ Ϯϰϲϱ ϱϳϳϭ ϭϱϱϳϯ ϭϯϵϰϵ ϭϬϱϮϳ
ϳ ϲďĂŐƐ Ϯϵ ϱϮϮ ϰϲϰ ͲϭϭϲϬ ϮϬϯ ϱϮϮ ϱϱϭ ϰϲϰ
ϴ ϭϮďĂŐƐ ϱϴ ϴϳϬ ϴϳϬ ϮϱϮϯ ϰϵϯ ϭϭϯϭ ϭϭϴϵ ϭϬϰϰ
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ϭϬ ϮϰďĂŐƐ ϴϳ ϭϱϲϲ ϭϱϵϱ ͲϰϵϬϭ ϭϯϬϱ Ϯϰϯϲ Ϯϱϴϭ ϮϮϵϭ
ϭϭ ϯϬďĂŐƐ ϴϳ ϭϵϭϰ ϭϵϰϯ ͲϱϴϮϵ ϭϴϴϱ ϯϮϭϵ ϯϯϲϰ Ϯϵϴϳ
ϭϮ ϯϲďĂŐƐ ϭϭϲ ϮϮϵϭ ϮϰϬϳ ͲϲϳϮϴ Ϯϰϵϰ ϰϬϯϭ ϰϭϳϲ ϯϲϱϰ
ϭϯ ϰďĂŐƐ Ͳϰϯϱ Ϯϲϭ ϰϵϯ Ϯϲϭ ϮϵϬ ϲϬϵ ϰϲϰ ϭϳϰ
ϭϰ ϴďĂŐƐ ͲϳϮϱ ϳϮϱ ϭϬϳϯ ϮϬϯ ϰϵϯ ϭϬϰϰ ϳϮϱ ϮϵϬ
WŽŝŶƚ>ŽĂĚ
ϭϱ ϭϮďĂŐƐ Ͳϵϱϳ ϭϭϯϭ ϭϲϴϮ ϯϰϴ ϴϰϭ ϭϲϮϰ ϭϭϲϬ ϰϲϰ
ϭϲ ϭϲďĂŐƐ ͲϭϮϭϴ ϭϱϬϴ ϮϮϬϰ ϰϲϰ ϭϭϯϭ Ϯϭϳϱ ϭϱϲϲ ϲϲϳ
ϭϳ ϮϬďĂŐƐ Ͳϭϱϯϳ ϭϴϮϳ Ϯϴϭϯ ϲϯϴ ϭϰϳϵ Ϯϴϳϭ ϮϬϱϵ ϵϱϳ
ϭϴ ϮϰďĂŐƐ ͲϭϲϴϮ ϮϮϵϭ ϯϰϴϬ ϳϴϯ ϭϳϲϵ ϯϱϬϵ ϮϱϮϯ ϭϮϭϴ
The data showing the predicted stress values are shown in Table 13.
Page 587
Table 13 - Predicted Fiber Stresses.
WƌŽŐƌĂŵ^ƚƌĞƐƐʍ;ƉƐŝͿ
>ŽĂĚ
^'ϭ ^'Ϯ ^'ϯ ^'ϰ ^'ϱ ^'ϲ ^'ϳ ^'ϴ
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ϯ ϯϲďĂŐƐ Ͳϯϯϳϰ ͲϭϬϲϲ ϭϮϰϯ ϭϱϲϰ ϭϱϰϳ ϰϯϴϵ ϮϬϭϭ Ͳϯϲϳ
ϰ ϰϴďĂŐƐ Ͳϰϰϵϵ ͲϭϰϮϭ ϭϲϱϳ ϮϬϴϱ ϮϬϲϮ ϱϴϱϮ Ϯϲϴϭ Ͳϰϴϵ
ϱ ϲϬďĂŐƐ ͲϱϲϮϰ Ͳϭϳϳϲ ϮϬϳϭ ϮϲϬϲ Ϯϱϳϴ ϳϯϭϱ ϯϯϱϮ ͲϲϭϮ
ϲ ϳϮďĂŐƐ Ͳϲϳϰϴ ͲϮϭϯϭ Ϯϰϴϲ ϯϭϮϳ ϯϬϵϰ ϴϳϳϴ ϰϬϮϮ Ͳϳϯϰ
ϳ ϲďĂŐƐ ͲϴϳϮ Ͳϯϰϲ ϭϳϵ Ͳϳϰϭ ϭϴϲϭ ϭϮϭϵ ϵϲϴ ϳϭϳ
ϴ ϭϮďĂŐƐ Ͳϭϳϰϰ ͲϲϵϮ ϯϱϵ ͲϭϰϴϮ ϯϳϮϭ Ϯϰϯϳ ϭϵϯϲ ϭϰϯϱ
^ŶŽǁƌŝĨƚ
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ϭϬ ϮϰďĂŐƐ Ͳϯϰϴϳ Ͳϭϯϴϱ ϳϭϴ ͲϮϵϲϰ ϳϰϰϯ ϰϴϳϯ ϯϴϳϭ Ϯϴϲϵ
ϭϭ ϯϬďĂŐƐ Ͳϰϯϱϵ Ͳϭϳϯϭ ϴϵϳ ͲϯϳϬϱ ϵϯϬϯ ϲϬϵϮ ϰϴϯϵ ϯϱϴϲ
ϭϮ ϯϲďĂŐƐ ͲϱϮϯϭ ͲϮϬϳϳ ϭϬϳϲ Ͳϰϰϰϲ ϭϭϭϲϰ ϳϯϭϬ ϱϴϬϳ ϰϯϬϯ
ϭϯ ϰďĂŐƐ ͲϭϭϬϮ ͲϭϳϮ ϳϱϵ ϴϯ ϰϬϲ ϳϭϭ Ϯϲϰ Ͳϭϴϰ
ϭϰ ϴďĂŐƐ ͲϮϮϬϰ Ͳϯϰϯ ϭϱϭϴ ϭϲϲ ϴϭϮ ϭϰϮϰ ϱϮϳ Ͳϯϲϵ
WŽŝŶƚ>ŽĂĚ
ϭϱ ϭϮďĂŐƐ ͲϯϯϬϲ Ͳϱϭϱ ϮϮϳϳ Ϯϰϴ ϭϮϭϴ Ϯϭϯϱ ϳϵϭ Ͳϱϱϯ
ϭϲ ϭϲďĂŐƐ ͲϰϰϬϴ Ͳϲϴϲ ϯϬϯϲ ϯϯϭ ϭϲϮϱ Ϯϴϰϲ ϭϬϱϰ Ͳϳϯϳ
ϭϳ ϮϬďĂŐƐ ͲϱϱϭϬ Ͳϴϱϴ ϯϳϵϱ ϰϭϰ ϮϬϯϭ ϯϱϱϴ ϭϯϭϴ ͲϵϮϮ
ϭϴ ϮϰďĂŐƐ ͲϲϲϭϮ ͲϭϬϮϵ ϰϱϱϰ ϰϵϱ Ϯϰϯϵ ϰϮϳϬ ϭϱϴϮ ͲϭϭϬϲ
One can compare the predicted stresses to the actual stresses, which results in Table 14.
Table 14 - Percent Difference in Predicted versus Observed Stress.
WĞƌĐĞŶƚŝĨĨĞƌĞŶĐĞŝŶWƌĞĚŝĐƚĞĚǀĞƌƐƵƐKďƐĞƌǀĞĚ^ƚƌĞƐƐ
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ϲ ϳϮďĂŐƐ ϳϰй Ϯϵϳй Ͳϭϭϴй Ϯϭй Ͳϴϳй Ͳϳϳй ͲϮϰϳй ϭϱϯϰй
ϳ ϲďĂŐƐ ϭϬϯй Ϯϱϭй Ͳϭϱϵй Ͳϱϳй ϴϵй ϱϳй ϰϯй ϯϱй
ϴ ϭϮďĂŐƐ ϭϬϯй ϮϮϲй Ͳϭϰϯй ϮϳϬй ϴϳй ϱϰй ϯϵй Ϯϳй
^ŶŽǁƌŝĨƚ
ϵ ϭϴďĂŐƐ ϭϬϮй Ϯϭϳй ͲϭϮϲй ͲϳϬй ϴϰй ϱϮй ϯϳй Ϯϱй
ϭϬ ϮϰďĂŐƐ ϭϬϮй Ϯϭϯй ͲϭϮϮй Ͳϲϱй ϴϮй ϱϬй ϯϯй ϮϬй
ϭϭ ϯϬďĂŐƐ ϭϬϮй Ϯϭϭй Ͳϭϭϳй Ͳϱϳй ϴϬй ϰϳй ϯϬй ϭϳй
ϭϮ ϯϲďĂŐƐ ϭϬϮй ϮϭϬй ͲϭϮϰй Ͳϱϭй ϳϴй ϰϱй Ϯϴй ϭϱй
ϭϯ ϰďĂŐƐ ϲϭй ϮϱϮй ϯϱй ͲϮϭϲй Ϯϵй ϭϰй Ͳϳϲй ϭϵϰй
ϭϰ ϴďĂŐƐ ϲϳй ϯϭϭй Ϯϵй ͲϮϯй ϯϵй Ϯϳй Ͳϯϳй ϭϳϵй
WŽŝŶƚ>ŽĂĚ
ϭϱ ϭϮďĂŐƐ ϳϭй ϯϮϬй Ϯϲй ͲϰϬй ϯϭй Ϯϰй Ͳϰϳй ϭϴϰй
ϭϲ ϭϲďĂŐƐ ϳϮй ϯϮϬй Ϯϳй ͲϰϬй ϯϬй Ϯϰй Ͳϰϵй ϭϵϬй
ϭϳ ϮϬďĂŐƐ ϳϮй ϯϭϯй Ϯϲй Ͳϱϰй Ϯϳй ϭϵй Ͳϱϲй ϮϬϰй
ϭϴ ϮϰďĂŐƐ ϳϱй ϯϮϯй Ϯϰй Ͳϱϴй Ϯϳй ϭϴй ͲϲϬй ϮϭϬй
Page 588
Unfortunately, this comparison of values appears to be inconclusive. There are enough
values within the 10-40% overestimate range to make one wonder if the matrix program
is predicting values correctly. Yet there are also plenty of values so far out of range that
the predictions seem wildly incorrect. More testing would help clarify these
inconsistencies.
Another factor that may contribute to the discrepancy in values is the stiffness of the steel
arch. The exact stiffness is difficult to determine due to the nature of the lattice structure,
and, as mentioned before, a stiffer structure has a tendency to take on more moment. A
more flexible arch would see more axial thrust, which could help bring some of the
values closer to those predicted by the matrix program.
The author also tested to see if the horizontal reaction of the arch matched that predicted
by the matrix program. For testing, two tension gauges were attached to either end of the
steel lamella arch to measure the horizontal reaction. One end of the arch was placed
atop rollers to facilitate the stretching of the tension gauges while the other end was held
in place. This setup is show in Figure 59.
Page 589
Figure 59 - Horizontal Reaction Test Setup.
The steel arch was subjected to the same loading conditions as the strain gauge tests. The
measurements found on the tension gauges were averaged. Since the arch was two feet
wide, the average of the two reactions is directly proportionate to the horizontal reaction
per foot given by the matrix program developed by the author. The actual values are
compared to the predicted values in Table 15.
Page 590
Table 15 - Horizontal Reaction Comparison.
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ϱ ϲϬďĂŐƐ ϯϳ͘ϱ ϴϱ͘ϭ ϱϲй
ϲ ϳϮďĂŐƐ Ͳ ϭϬϮ͘Ϯ Ͳ
ϳ ϲďĂŐƐ ϰ͘Ϯϱ ϭϳ͘ϰ ϳϲй
ϴ ϭϮďĂŐƐ ϴ͘Ϯϱ ϯϰ͘ϴ ϳϲй
^ŶŽǁƌŝĨƚ
ϵ ϭϴďĂŐƐ ϭϮ͘ϳϱ ϱϮ͘ϭ ϳϲй
ϭϬ ϮϰďĂŐƐ ϭϲ ϲϵ͘ϱ ϳϳй
ϭϭ ϯϬďĂŐƐ ϮϮ͘Ϯϱ ϴϲ͘ϵ ϳϰй
ϭϮ ϯϲďĂŐƐ Ϯϳ͘Ϯϱ ϭϬϰ͘ϯ ϳϰй
ϭϯ ϰďĂŐƐ ϯ͘ϱ ϴ͘ϳ ϲϬй
ϭϰ ϴďĂŐƐ ϲ͘ϱ ϭϳ͘ϯ ϲϮй
WŽŝŶƚ>ŽĂĚ
ϭϱ ϭϮďĂŐƐ ϴ͘ϱ Ϯϲ ϲϳй
ϭϲ ϭϲďĂŐƐ ϭϰ͘ϱ ϯϰ͘ϲ ϱϴй
ϭϳ ϮϬďĂŐƐ ϭϳ͘Ϯϱ ϰϯ͘ϯ ϲϬй
ϭϴ ϮϰďĂŐƐ ϮϬ͘ϳϱ ϱϭ͘ϵ ϲϬй
In all cases, the predicted values are gross overestimates of the actual horizontal
reactions. Again, this could have to do with the stiffness of the steel arch being different
than that used in the matrix program. Fortunately, none of the values are underestimates
and the design horizontal reaction would be a conservative design value.
Page 591
8 Conclusion
The lamella structure offers a unique and aesthetically pleasing architectural roof that has
the added bonus of using less material than what a “traditional” roof spanning the same
distance might. Its modular nature makes fabrication a cost-effective, repetitive task, and
its use of widely-available dimensional lumber makes its construction an attainable goal
for many smaller projects.
Previous efforts to engineer the structure relied on approximations due to the lack of
computer analysis. Modern matrix systems can be used to accurately solve for the forces
in a two-pinned arch with a given stiffness and updated building codes allow the engineer
the peace of mind to know that he or she is designing for a real-life loading scenario.
The load tables developed by the author, coupled with a detailed explanation of the
calculations necessary to check for member and connection adequacy, should allow one
to perform an introductory strength check and come up with a preliminary design for a
lamella roof. However, due to the fact that the loading patterns employed by the ASCE
7-10 are generally overestimates and due to the fact that the calculations assume
absolutely worst case loads, a more in-depth analysis should be undertaken to more
accurately find the forces in the arched roof.
Through testing, the author was unfortunately unable to find conclusive evidence that the
values predicted by his matrix program matched those found from testing. Some values
were close enough to be matches while others were clearly not. More testing and refining
of the matrix program should be undertaken to determine how exactly the two relate.
Page 592
References
[1] Allen, J. S. 1999. “A Short History of ‘Lamella’ Roof Construction.”
Transactions of the Newcomen Society Vol. 71 (1).
[2] “Design Forum IX Features Adjaye, Eizenberg, Freear, Cruz.” 15 January 2010.
[Internet, WWW]. Available: Available from ArchiThings website; Address:
http://www.archithings.com/design-forum-ix-features-adjaye-eizenberg-freear-
cruz/2010/01/15. [Accessed 30 January 2010]. A copy of this article is available
from the author.
[3] Scofield, W. Fleming and W. H. O’Brien. 1963. Modern Timber Engineering, 5th
ed. New Orleans: Southern Pine Association.
[4] Masani, N. J. 1982. “Theory & Practice of Timber and Lamella Frames.” Timber
Engineering Manual Part III. Delhi: F.R.I. Press
[5] Heise, Karen. 2004. “Ingenieurporträt: Friedrich Reinhardt Balthasar Zollinger.”
[Internet, WWW, PDF]. Available: Available in .PDF format from Deutsche
Bauzeitung; Address: http://bauzeitung.de/files/db_essays/
ingportrait_imp_0402.pdf. [Accessed 30 January, 2011].
[6] Otzen, Robert. 1926. Handbibliothek für Bauingenieure. Julius Springer: Berlin.
[7] “The Lamella Roof (Revised Edition).” 1931. Volume IV: Construction
Information Series. Washington D.C.: National Lumber Manufacturers
Association. Ch. 12.
[8] American Institute of Steel Construction (AISC). 2005. Steel Construction
Manual, 13th ed. Chicago: American Institute of Steel Construction.
[9] “The Lamella Roof (Revised Edition).” 1931. Volume IV: Construction
Information Series. Washington D.C.: National Lumber Manufacturers
Association. Ch. 12.
[10] American Forest & Paper Association. 2006. National Design Specification for
Wood Construction, 2005 Edition. Washington D.C.: American Forest & Paper
Association.
[11] Warner, Tim. January 2011. “The Geometry of a Lamella Roof.” Paper received
in email from the author. Milwaukee, WI.
[12] von Kármán, Theodor. Late 1930’s. “Analysis of the Lamella Roof.” Paper
borrowed from California Institute of Technology. Pasadena, CA.
Page 593
[13] Frazee, Glenn. 28 September, 2009. “The Beam Element Stiffness.” Class notes
from AE-610: Finite Element Analysis. Professor H. P. Huttelmaier. Milwaukee
School of Engineering, Milwaukee, Wisconsin. Available from the author.
[14] Chandrupatla, Tirupathi R. and Ashok D. Belegundu. 2002. Introduction to Finite
Elements in Engineering, 3rd ed. Upper Saddle River, New Jersey: Prentice Hall.
[15] American Society of Civil Engineers (ASCE). 2010. ASCE 7-10 Minimum Design
Loads for Buildings and Other Structures. New York: American Society of Civil
Engineers.
[16] Timber Design and Construction Handbook. 1956. New York: McGraw-Hill
Book Company, Inc.
Page 594
Bibliography
Allen, J. S. 1999. “A Short History of ‘Lamella’ Roof Construction.” Transactions of the
Newcomen Society Vol. 71 (1).
American Forest & Paper Association. 2006. National Design Specification for Wood
Construction, 2005 Edition. Washington D.C.: American Forest & Paper Association.
American Institute of Steel Construction (AISC). 2005. Steel Construction Manual, 13th
ed. Chicago: American Institute of Steel Construction.
American Society of Civil Engineers (ASCE). 2010. ASCE 7-10 Minimum Design Loads
for Buildings and Other Structures. New York: American Society of Civil Engineers.
Chandrupatla, Tirupathi R. and Ashok D. Belegundu. 2002. Introduction to Finite
Elements in Engineering, 3rd ed. Upper Saddle River, New Jersey: Prentice Hall.
Cuoco, Daniel A. 1981. “State-of-the-Art of Space Frame Roof Structures.” Long Span
Roof Structures. New York: American Society of Civil Engineers.
Dean, Donald L. 1964. “Lamella Beams and Grids.” Journal of the Engineering
Mechanics Division. New York: American Society of Civil Engineers.
“Design Forum IX Features Adjaye, Eizenberg, Freear, Cruz.” 15 January 2010.
[Internet, WWW]. Available: Available from ArchiThings website; Address:
http://www.archithings.com/design-forum-ix-features-adjaye-eizenberg-freear-
cruz/2010/01/15. [Accessed 30 January 2010]. A copy of this article is available from
the author.
Frazee, Glenn. 28 September, 2009. “The Beam Element Stiffness.” Class notes from
AE-610: Finite Element Analysis. Professor H. P. Huttelmaier. Milwaukee School of
Engineering, Milwaukee, Wisconsin. Available from the author.
Heise, Karen. 2004. “Ingenieurporträt: Friedrich Reinhardt Balthasar Zollinger.”
[Internet, WWW, PDF]. Available: Available in .PDF format from Deutsche
Bauzeitung; Address: http://bauzeitung.de/files/db_essays/ingportrait_imp_0402.pdf.
[Accessed 30 January 2011].
Holzer, Siegfried M., Layne T. Watson, and Phap Vu. 1981. “Stability Analysis of
Lamella Domes.” Long Span Roof Structures. New York: American Society of Civil
Engineers.
Masani, N. J. 1961. “Theory & Practice of a Three-Hinged Arch Nail-Jointed Timber
Truss.” Timber Engineering Manual Part I. Delhi: Government of India Press.
Page 595
Masani, N. J. 1982. “Theory & Practice of Timber and Lamella Frames.” Timber
Engineering Manual Part III. Delhi: F.R.I. Press
Nathern, Mark S. and Jan J. Tuma. 1979. “Analysis of Spherical Lamella Domes.”
Electronic Computation. New York: American Society of Civil Engineers.
Otzen, Robert. 1926. Handbibliothek für Bauingenieure. Berlin: Julius Springer.
Scofield, W. Fleming and W. H. O’Brien. 1963. Modern Timber Engineering, 5th ed.
New Orleans: Southern Pine Association.
Sherman, D. R. 1976. “Latticed Structures: State-of-the-Art Report.” Journal of the
Structural Division, Vol. 102 (11), pp. 2197-2230.
“The Lamella Roof (Revised Edition).” 1931. Volume IV: Construction Information
Series. Washington D.C.: National Lumber Manufacturers Association. Ch. 12.
Timber Design and Construction Handbook. 1956. New York: McGraw-Hill Book
Company, Inc.
Timoshenko, S. P. and D. H. Young. 1965. Theory of Structures, 2nd ed. New York:
McGraw-Hill.
von Kármán, Theodor. Late 1930’s. “Analysis of the Lamella Roof.” Paper borrowed
from California Institute of Technology. Pasadena, CA.
Warner, Tim. January 2011. “The Geometry of a Lamella Roof.” Paper received in
email from the author. Milwaukee, WI.
Page 596
Appendix A: NDS 2005 Tables and Figures
This appendix features a copy of a relevant figure (Figure A-1) and copies of relevant
tables (Tables A-1 through A-5) from the American Forest and Paper Association’s
National Design Specification for Wood Construction.1
Table A-1 – Edge Distance Requirements.
Table A-2 – End Distance Requirements.
American Forest & Paper Association. 2006. National Design Specification for Wood
Construction, 2005 Edition. Washington D.C.: American Forest & Paper Association.
Page 597
Table A-3 – Spacing Requirements for Fasteners in a Row.
Table A-4 – Spacing Requirements Between Rows.
Table A-5 – Reduction Term, Rd.
Page 598
Figure A-1 – Connection Yield Modes.
Page 599
Appendix B: Curvature versus Length Tables
Tables B-1 through B-10 feature curvature versus lamella length data for 1/4Ǝ, 5/16Ǝ,
3/8Ǝ, 1/2Ǝ, 3/4Ǝ, 7/8Ǝ, and 1Ǝ bolts.
Table B-1 - 1/4" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 1.0
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϰ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϲ Ϯdžϴ ϮdžϭϬ
ϭϬϬϬ ϯϭ͘Ϭ ϱϱ͘ϵ ϳϬ͘ϴ ϴϰ͘ϳ ϰϮ͘ϭ ϲϬ͘ϱ ϳϲ͘ϯ ϮϬ͘ϰ ϰϴ͘ϭ ϲϲ͘ϵ
ϵϬϬ Ϯϵ͘ϰ ϱϯ͘ϭ ϲϳ͘Ϯ ϴϬ͘ϰ ϰϬ͘Ϭ ϱϳ͘ϱ ϳϮ͘ϰ ϭϵ͘ϰ ϰϱ͘ϳ ϲϯ͘ϱ
ϴϬϬ Ϯϳ͘ϴ ϱϬ͘Ϭ ϲϯ͘ϰ ϳϱ͘ϴ ϯϳ͘ϳ ϱϰ͘Ϯ ϲϴ͘ϯ ϭϴ͘ϯ ϰϯ͘ϭ ϱϵ͘ϵ
ϳϬϬ Ϯϲ͘Ϭ ϰϲ͘ϴ ϱϵ͘ϯ ϳϬ͘ϵ ϯϱ͘ϯ ϱϬ͘ϳ ϲϯ͘ϵ ϭϳ͘ϭ ϰϬ͘ϯ ϱϲ͘Ϭ
ϲϬϬ Ϯϰ͘ϭ ϰϯ͘ϰ ϱϰ͘ϵ ϲϱ͘ϳ ϯϮ͘ϳ ϰϳ͘Ϭ ϱϵ͘Ϯ ϭϱ͘ϵ ϯϳ͘ϰ ϱϭ͘ϵ
ϱϬϬ ϮϮ͘Ϭ ϯϵ͘ϲ ϱϬ͘Ϯ ϲϬ͘Ϭ Ϯϵ͘ϵ ϰϮ͘ϵ ϱϰ͘ϭ ϭϰ͘ϱ ϯϰ͘ϭ ϰϳ͘ϰ
ϰϬϬ ϭϵ͘ϳ ϯϱ͘ϱ ϰϰ͘ϵ ϱϯ͘ϳ Ϯϲ͘ϴ ϯϴ͘ϰ ϰϴ͘ϰ ϭϯ͘Ϭ ϯϬ͘ϲ ϰϮ͘ϰ
ϰϱϬ ϮϬ͘ϵ ϯϳ͘ϲ ϰϳ͘ϲ ϱϲ͘ϵ Ϯϴ͘ϰ ϰϬ͘ϳ ϱϭ͘ϯ ϭϯ͘ϴ ϯϮ͘ϰ ϰϱ͘Ϭ
ϰϬϬ ϭϵ͘ϳ ϯϱ͘ϱ ϰϰ͘ϵ ϱϯ͘ϳ Ϯϲ͘ϴ ϯϴ͘ϰ ϰϴ͘ϰ ϭϯ͘Ϭ ϯϬ͘ϲ ϰϮ͘ϰ
ϯϱϬ ϭϴ͘ϱ ϯϯ͘Ϯ ϰϮ͘Ϭ ϱϬ͘Ϯ Ϯϱ͘ϭ ϯϲ͘Ϭ ϰϱ͘ϯ ϭϮ͘Ϯ Ϯϴ͘ϲ ϯϵ͘ϳ
ϯϬϬ ϭϳ͘ϭ ϯϬ͘ϴ ϯϴ͘ϵ ϰϲ͘ϱ Ϯϯ͘Ϯ ϯϯ͘ϯ ϰϭ͘ϵ ϭϭ͘ϯ Ϯϲ͘ϱ ϯϲ͘ϴ
Ϯϳϱ ϭϲ͘ϰ Ϯϵ͘ϱ ϯϳ͘ϯ ϰϰ͘ϲ ϮϮ͘ϯ ϯϭ͘ϵ ϰϬ͘Ϯ ϭϬ͘ϵ Ϯϱ͘ϰ ϯϱ͘Ϯ
ϮϱϬ ϭϱ͘ϳ Ϯϴ͘ϭ ϯϱ͘ϲ ϰϮ͘ϱ Ϯϭ͘Ϯ ϯϬ͘ϰ ϯϴ͘ϯ ϭϬ͘ϰ Ϯϰ͘Ϯ ϯϯ͘ϲ
ϮϮϱ ϭϰ͘ϵ Ϯϲ͘ϳ ϯϯ͘ϴ ϰϬ͘ϯ ϮϬ͘Ϯ Ϯϴ͘ϵ ϯϲ͘ϰ ϵ͘ϵ Ϯϯ͘Ϭ ϯϭ͘ϵ
ϮϬϬ ϭϰ͘ϭ Ϯϱ͘Ϯ ϯϭ͘ϵ ϯϴ͘Ϭ ϭϵ͘Ϭ Ϯϳ͘ϯ ϯϰ͘ϯ ϵ͘ϯ Ϯϭ͘ϳ ϯϬ͘ϭ
ϭϳϱ ϭϯ͘Ϯ Ϯϯ͘ϲ Ϯϵ͘ϴ ϯϱ͘ϲ ϭϳ͘ϴ Ϯϱ͘ϱ ϯϮ͘ϭ ϴ͘ϳ ϮϬ͘ϯ Ϯϴ͘Ϯ
ϭϱϬ ϭϮ͘Ϯ Ϯϭ͘ϵ Ϯϳ͘ϲ ϯϯ͘Ϭ ϭϲ͘ϱ Ϯϯ͘ϳ Ϯϵ͘ϴ ϴ͘ϭ ϭϴ͘ϴ Ϯϲ͘ϭ
ϭϮϱ ϭϭ͘Ϯ ϮϬ͘Ϭ Ϯϱ͘ϯ ϯϬ͘ϭ ϭϱ͘ϭ Ϯϭ͘ϲ Ϯϳ͘Ϯ ϳ͘ϰ ϭϳ͘Ϯ Ϯϯ͘ϵ
ϭϬϬ ϭϬ͘Ϭ ϭϳ͘ϵ ϮϮ͘ϲ Ϯϳ͘Ϭ ϭϯ͘ϲ ϭϵ͘ϰ Ϯϰ͘ϰ ϲ͘ϳ ϭϱ͘ϱ Ϯϭ͘ϰ
ϵϬ ϵ͘ϱ ϭϳ͘Ϭ Ϯϭ͘ϱ Ϯϱ͘ϲ ϭϮ͘ϵ ϭϴ͘ϰ Ϯϯ͘ϭ ϲ͘ϰ ϭϰ͘ϳ ϮϬ͘ϯ
ϴϬ ϵ͘Ϭ ϭϲ͘ϭ ϮϬ͘ϯ Ϯϰ͘Ϯ ϭϮ͘Ϯ ϭϳ͘ϰ Ϯϭ͘ϴ ϲ͘Ϭ ϭϯ͘ϵ ϭϵ͘Ϯ
ϳϬ ϴ͘ϱ ϭϱ͘Ϭ ϭϵ͘Ϭ ϮϮ͘ϲ ϭϭ͘ϰ ϭϲ͘ϯ ϮϬ͘ϰ ϱ͘ϳ ϭϯ͘Ϭ ϭϳ͘ϵ
ϲϬ ϳ͘ϵ ϭϰ͘Ϭ ϭϳ͘ϲ Ϯϭ͘Ϭ ϭϬ͘ϲ ϭϱ͘ϭ ϭϴ͘ϵ ϱ͘ϯ ϭϮ͘Ϭ ϭϲ͘ϲ
ϱϬ ϳ͘Ϯ ϭϮ͘ϴ ϭϲ͘ϭ ϭϵ͘Ϯ ϵ͘ϳ ϭϯ͘ϴ ϭϳ͘ϯ ϰ͘ϴ ϭϭ͘Ϭ ϭϱ͘Ϯ
ϰϬ ϲ͘ϱ ϭϭ͘ϱ ϭϰ͘ϰ ϭϳ͘Ϯ ϴ͘ϳ ϭϮ͘ϰ ϭϱ͘ϱ ϰ͘ϰ ϵ͘ϵ ϭϯ͘ϲ
ϯϬ ϱ͘ϳ ϭϬ͘Ϭ ϭϮ͘ϱ ϭϰ͘ϵ ϳ͘ϲ ϭϬ͘ϴ ϭϯ͘ϱ ϯ͘ϴ ϴ͘ϲ ϭϭ͘ϴ
ϮϬ ϰ͘ϳ ϴ͘Ϯ ϭϬ͘ϯ ϭϮ͘Ϯ ϲ͘ϯ ϴ͘ϴ ϭϭ͘Ϭ ϯ͘Ϯ ϳ͘ϭ ϵ͘ϳ
ϭϴ ϰ͘ϱ ϳ͘ϴ ϵ͘ϴ ϭϭ͘ϲ ϱ͘ϵ ϴ͘ϰ ϭϬ͘ϱ ϯ͘Ϭ ϲ͘ϳ ϵ͘Ϯ
ϭϲ ϰ͘Ϯ ϳ͘ϰ ϵ͘Ϯ ϭϬ͘ϵ ϱ͘ϲ ϳ͘ϵ ϵ͘ϵ Ϯ͘ϵ ϲ͘ϰ ϴ͘ϳ
ϭϰ ϰ͘Ϭ ϲ͘ϵ ϴ͘ϲ ϭϬ͘Ϯ ϱ͘ϯ ϳ͘ϰ ϵ͘ϯ Ϯ͘ϳ ϲ͘Ϭ ϴ͘Ϯ
ϭϮ ϯ͘ϳ ϲ͘ϰ ϴ͘Ϭ ϵ͘ϱ ϰ͘ϵ ϲ͘ϵ ϴ͘ϲ Ϯ͘ϲ ϱ͘ϲ ϳ͘ϲ
ϭϬ ϯ͘ϰ ϱ͘ϵ ϳ͘ϯ ϴ͘ϳ ϰ͘ϱ ϲ͘ϯ ϳ͘ϵ Ϯ͘ϰ ϱ͘ϭ ϳ͘Ϭ
Page 600
Table B-2 - 5/16" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 1.0
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϰ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ
ϭϬϬϬ ϮϮ͘ϰ ϱϭ͘ϳ ϲϳ͘ϱ ϴϮ͘Ϭ ϯϱ͘ϭ ϱϱ͘ϵ ϳϮ͘ϳ ϰϭ͘ϭ ϲϮ͘ϭ ϳϳ͘ϱ
ϵϬϬ Ϯϭ͘ϯ ϰϵ͘Ϭ ϲϰ͘ϭ ϳϳ͘ϴ ϯϯ͘ϯ ϱϯ͘ϭ ϲϵ͘Ϭ ϯϵ͘Ϭ ϱϴ͘ϵ ϳϯ͘ϲ
ϴϬϬ ϮϬ͘ϭ ϰϲ͘ϯ ϲϬ͘ϰ ϳϯ͘ϯ ϯϭ͘ϰ ϱϬ͘Ϭ ϲϱ͘ϭ ϯϲ͘ϴ ϱϱ͘ϱ ϲϵ͘ϰ
ϳϬϬ ϭϴ͘ϴ ϰϯ͘ϯ ϱϲ͘ϲ ϲϴ͘ϲ Ϯϵ͘ϰ ϰϲ͘ϴ ϲϬ͘ϵ ϯϰ͘ϱ ϱϮ͘Ϭ ϲϰ͘ϵ
ϲϬϬ ϭϳ͘ϰ ϰϬ͘ϭ ϱϮ͘ϰ ϲϯ͘ϲ Ϯϳ͘ϯ ϰϯ͘ϰ ϱϲ͘ϰ ϯϭ͘ϵ ϰϴ͘ϭ ϲϬ͘ϭ
ϱϬϬ ϭϲ͘Ϭ ϯϲ͘ϲ ϰϳ͘ϴ ϱϴ͘Ϭ Ϯϰ͘ϵ ϯϵ͘ϲ ϱϭ͘ϱ Ϯϵ͘Ϯ ϰϰ͘Ϭ ϱϰ͘ϵ
ϰϬϬ ϭϰ͘ϯ ϯϮ͘ϴ ϰϮ͘ϴ ϱϮ͘Ϭ ϮϮ͘ϯ ϯϱ͘ϱ ϰϲ͘ϭ Ϯϲ͘ϭ ϯϵ͘ϰ ϰϵ͘ϭ
ϰϱϬ ϭϱ͘Ϯ ϯϰ͘ϴ ϰϱ͘ϰ ϱϱ͘ϭ Ϯϯ͘ϳ ϯϳ͘ϲ ϰϴ͘ϵ Ϯϳ͘ϳ ϰϭ͘ϳ ϱϮ͘ϭ
ϰϬϬ ϭϰ͘ϯ ϯϮ͘ϴ ϰϮ͘ϴ ϱϮ͘Ϭ ϮϮ͘ϯ ϯϱ͘ϱ ϰϲ͘ϭ Ϯϲ͘ϭ ϯϵ͘ϰ ϰϵ͘ϭ
ϯϱϬ ϭϯ͘ϰ ϯϬ͘ϳ ϰϬ͘ϭ ϰϴ͘ϲ ϮϬ͘ϵ ϯϯ͘Ϯ ϰϯ͘ϭ Ϯϰ͘ϱ ϯϲ͘ϵ ϰϲ͘Ϭ
ϯϬϬ ϭϮ͘ϰ Ϯϴ͘ϱ ϯϳ͘ϭ ϰϱ͘Ϭ ϭϵ͘ϰ ϯϬ͘ϴ ϰϬ͘Ϭ ϮϮ͘ϳ ϯϰ͘ϭ ϰϮ͘ϲ
Ϯϳϱ ϭϭ͘ϵ Ϯϳ͘ϯ ϯϱ͘ϲ ϰϯ͘ϭ ϭϴ͘ϲ Ϯϵ͘ϱ ϯϴ͘ϯ Ϯϭ͘ϳ ϯϮ͘ϳ ϰϬ͘ϴ
ϮϱϬ ϭϭ͘ϰ Ϯϲ͘Ϭ ϯϯ͘ϵ ϰϭ͘ϭ ϭϳ͘ϳ Ϯϴ͘ϭ ϯϲ͘ϱ ϮϬ͘ϳ ϯϭ͘Ϯ ϯϴ͘ϵ
ϮϮϱ ϭϬ͘ϴ Ϯϰ͘ϳ ϯϮ͘Ϯ ϯϵ͘Ϭ ϭϲ͘ϴ Ϯϲ͘ϳ ϯϰ͘ϳ ϭϵ͘ϳ Ϯϵ͘ϲ ϯϲ͘ϵ
ϮϬϬ ϭϬ͘Ϯ Ϯϯ͘ϯ ϯϬ͘ϰ ϯϲ͘ϴ ϭϱ͘ϵ Ϯϱ͘Ϯ ϯϮ͘ϳ ϭϴ͘ϲ Ϯϳ͘ϵ ϯϰ͘ϴ
ϭϳϱ ϵ͘ϲ Ϯϭ͘ϴ Ϯϴ͘ϰ ϯϰ͘ϱ ϭϰ͘ϵ Ϯϯ͘ϲ ϯϬ͘ϲ ϭϳ͘ϰ Ϯϲ͘Ϯ ϯϮ͘ϲ
ϭϱϬ ϴ͘ϵ ϮϬ͘Ϯ Ϯϲ͘ϰ ϯϭ͘ϵ ϭϯ͘ϴ Ϯϭ͘ϵ Ϯϴ͘ϰ ϭϲ͘ϭ Ϯϰ͘Ϯ ϯϬ͘Ϯ
ϭϮϱ ϴ͘Ϯ ϭϴ͘ϱ Ϯϰ͘ϭ Ϯϵ͘Ϯ ϭϮ͘ϲ ϮϬ͘Ϭ Ϯϱ͘ϵ ϭϰ͘ϴ ϮϮ͘Ϯ Ϯϳ͘ϲ
ϭϬϬ ϳ͘ϯ ϭϲ͘ϲ Ϯϭ͘ϲ Ϯϲ͘ϭ ϭϭ͘ϯ ϭϳ͘ϵ Ϯϯ͘Ϯ ϭϯ͘Ϯ ϭϵ͘ϵ Ϯϰ͘ϳ
ϵϬ ϳ͘Ϭ ϭϱ͘ϳ ϮϬ͘ϱ Ϯϰ͘ϴ ϭϬ͘ϴ ϭϳ͘Ϭ ϮϮ͘Ϭ ϭϮ͘ϲ ϭϴ͘ϵ Ϯϯ͘ϱ
ϴϬ ϲ͘ϲ ϭϰ͘ϵ ϭϵ͘ϯ Ϯϯ͘ϰ ϭϬ͘Ϯ ϭϲ͘ϭ ϮϬ͘ϴ ϭϭ͘ϵ ϭϳ͘ϴ ϮϮ͘Ϯ
ϳϬ ϲ͘Ϯ ϭϯ͘ϵ ϭϴ͘ϭ Ϯϭ͘ϵ ϵ͘ϱ ϭϱ͘Ϭ ϭϵ͘ϱ ϭϭ͘ϭ ϭϲ͘ϳ ϮϬ͘ϳ
ϲϬ ϱ͘ϴ ϭϮ͘ϵ ϭϲ͘ϴ ϮϬ͘ϯ ϴ͘ϵ ϭϰ͘Ϭ ϭϴ͘Ϭ ϭϬ͘ϯ ϭϱ͘ϱ ϭϵ͘Ϯ
ϱϬ ϱ͘ϯ ϭϭ͘ϴ ϭϱ͘ϰ ϭϴ͘ϲ ϴ͘ϭ ϭϮ͘ϴ ϭϲ͘ϱ ϵ͘ϱ ϭϰ͘ϭ ϭϳ͘ϲ
ϰϬ ϰ͘ϴ ϭϬ͘ϲ ϭϯ͘ϴ ϭϲ͘ϲ ϳ͘ϯ ϭϭ͘ϱ ϭϰ͘ϴ ϴ͘ϱ ϭϮ͘ϳ ϭϱ͘ϳ
ϯϬ ϰ͘Ϯ ϵ͘Ϯ ϭϮ͘Ϭ ϭϰ͘ϰ ϲ͘ϰ ϭϬ͘Ϭ ϭϮ͘ϴ ϳ͘ϰ ϭϭ͘Ϭ ϭϯ͘ϳ
ϮϬ ϯ͘ϱ ϳ͘ϲ ϵ͘ϴ ϭϭ͘ϴ ϱ͘ϯ ϴ͘Ϯ ϭϬ͘ϱ ϲ͘ϭ ϵ͘ϭ ϭϭ͘Ϯ
ϭϴ ϯ͘ϯ ϳ͘Ϯ ϵ͘ϯ ϭϭ͘Ϯ ϱ͘Ϭ ϳ͘ϴ ϭϬ͘Ϭ ϱ͘ϴ ϴ͘ϲ ϭϬ͘ϲ
ϭϲ ϯ͘ϭ ϲ͘ϴ ϴ͘ϴ ϭϬ͘ϲ ϰ͘ϳ ϳ͘ϰ ϵ͘ϰ ϱ͘ϱ ϴ͘ϭ ϭϬ͘Ϭ
ϭϰ ϯ͘Ϭ ϲ͘ϰ ϴ͘ϯ ϵ͘ϵ ϰ͘ϱ ϲ͘ϵ ϴ͘ϵ ϱ͘Ϯ ϳ͘ϲ ϵ͘ϰ
ϭϮ Ϯ͘ϴ ϲ͘Ϭ ϳ͘ϳ ϵ͘Ϯ ϰ͘Ϯ ϲ͘ϰ ϴ͘Ϯ ϰ͘ϴ ϳ͘ϭ ϴ͘ϳ
ϭϬ Ϯ͘ϲ ϱ͘ϱ ϳ͘Ϭ ϴ͘ϰ ϯ͘ϴ ϱ͘ϵ ϳ͘ϱ ϰ͘ϰ ϲ͘ϱ ϴ͘Ϭ
Page 601
Table B-3 - 3/8" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 1.0
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ
ϭϬϬϬ ϰϲ͘Ϭ ϲϯ͘ϯ ϳϴ͘ϱ ϮϮ͘Ϭ ϰϴ͘ϴ ϲϳ͘ϰ Ϯϳ͘ϱ ϱϰ͘ϭ ϳϭ͘ϯ
ϵϬϬ ϰϯ͘ϲ ϲϬ͘Ϭ ϳϰ͘ϱ ϮϬ͘ϵ ϰϲ͘ϯ ϲϰ͘Ϭ Ϯϲ͘ϭ ϱϭ͘ϯ ϲϳ͘ϲ
ϴϬϬ ϰϭ͘ϭ ϱϲ͘ϲ ϳϬ͘Ϯ ϭϵ͘ϳ ϰϯ͘ϳ ϲϬ͘ϯ Ϯϰ͘ϳ ϰϴ͘ϰ ϲϯ͘ϴ
ϳϬϬ ϯϴ͘ϱ ϱϯ͘Ϭ ϲϱ͘ϳ ϭϴ͘ϱ ϰϬ͘ϵ ϱϲ͘ϰ Ϯϯ͘ϭ ϰϱ͘ϯ ϱϵ͘ϳ
ϲϬϬ ϯϱ͘ϳ ϰϵ͘ϭ ϲϬ͘ϵ ϭϳ͘ϭ ϯϳ͘ϵ ϱϮ͘ϯ Ϯϭ͘ϰ ϰϮ͘Ϭ ϱϱ͘ϯ
ϱϬϬ ϯϮ͘ϲ ϰϰ͘ϴ ϱϱ͘ϲ ϭϱ͘ϳ ϯϰ͘ϲ ϰϳ͘ϴ ϭϵ͘ϲ ϯϴ͘ϯ ϱϬ͘ϱ
ϰϬϬ Ϯϵ͘Ϯ ϰϬ͘ϭ ϰϵ͘ϴ ϭϰ͘ϭ ϯϭ͘Ϭ ϰϮ͘ϴ ϭϳ͘ϱ ϯϰ͘ϯ ϰϱ͘Ϯ
ϰϱϬ ϯϬ͘ϵ ϰϮ͘ϲ ϱϮ͘ϴ ϭϰ͘ϵ ϯϮ͘ϵ ϰϱ͘ϯ ϭϴ͘ϲ ϯϲ͘ϰ ϰϳ͘ϵ
ϰϬϬ Ϯϵ͘Ϯ ϰϬ͘ϭ ϰϵ͘ϴ ϭϰ͘ϭ ϯϭ͘Ϭ ϰϮ͘ϴ ϭϳ͘ϱ ϯϰ͘ϯ ϰϱ͘Ϯ
ϯϱϬ Ϯϳ͘ϯ ϯϳ͘ϲ ϰϲ͘ϲ ϭϯ͘Ϯ Ϯϵ͘Ϭ ϰϬ͘Ϭ ϭϲ͘ϰ ϯϮ͘ϭ ϰϮ͘ϯ
ϯϬϬ Ϯϱ͘ϯ ϯϰ͘ϴ ϰϯ͘ϭ ϭϮ͘Ϯ Ϯϲ͘ϵ ϯϳ͘ϭ ϭϱ͘Ϯ Ϯϵ͘ϴ ϯϵ͘Ϯ
Ϯϳϱ Ϯϰ͘ϯ ϯϯ͘ϯ ϰϭ͘ϯ ϭϭ͘ϳ Ϯϱ͘ϴ ϯϱ͘ϱ ϭϰ͘ϲ Ϯϴ͘ϱ ϯϳ͘ϱ
ϮϱϬ Ϯϯ͘Ϯ ϯϭ͘ϴ ϯϵ͘ϰ ϭϭ͘Ϯ Ϯϰ͘ϲ ϯϯ͘ϵ ϭϯ͘ϵ Ϯϳ͘Ϯ ϯϱ͘ϴ
ϮϮϱ ϮϮ͘Ϭ ϯϬ͘Ϯ ϯϳ͘ϰ ϭϬ͘ϲ Ϯϯ͘ϯ ϯϮ͘ϭ ϭϯ͘Ϯ Ϯϱ͘ϴ ϯϰ͘Ϭ
ϮϬϬ ϮϬ͘ϳ Ϯϴ͘ϱ ϯϱ͘ϯ ϭϬ͘Ϭ ϮϮ͘Ϭ ϯϬ͘ϯ ϭϮ͘ϱ Ϯϰ͘ϰ ϯϮ͘ϭ
ϭϳϱ ϭϵ͘ϰ Ϯϲ͘ϳ ϯϯ͘Ϭ ϵ͘ϰ ϮϬ͘ϲ Ϯϴ͘ϰ ϭϭ͘ϳ ϮϮ͘ϴ ϯϬ͘Ϭ
ϭϱϬ ϭϴ͘Ϭ Ϯϰ͘ϳ ϯϬ͘ϲ ϴ͘ϳ ϭϵ͘ϭ Ϯϲ͘ϯ ϭϬ͘ϵ Ϯϭ͘Ϯ Ϯϳ͘ϴ
ϭϮϱ ϭϲ͘ϱ ϮϮ͘ϲ Ϯϴ͘Ϭ ϴ͘Ϭ ϭϳ͘ϱ Ϯϰ͘Ϭ ϭϬ͘Ϭ ϭϵ͘ϯ Ϯϱ͘ϰ
ϭϬϬ ϭϰ͘ϴ ϮϬ͘Ϯ Ϯϱ͘Ϭ ϳ͘Ϯ ϭϱ͘ϳ Ϯϭ͘ϱ ϴ͘ϵ ϭϳ͘ϯ ϮϮ͘ϴ
ϵϬ ϭϰ͘Ϭ ϭϵ͘Ϯ Ϯϯ͘ϴ ϲ͘ϵ ϭϰ͘ϵ ϮϬ͘ϱ ϴ͘ϱ ϭϲ͘ϱ Ϯϭ͘ϲ
ϴϬ ϭϯ͘Ϯ ϭϴ͘ϭ ϮϮ͘ϰ ϲ͘ϱ ϭϰ͘ϭ ϭϵ͘ϯ ϴ͘Ϭ ϭϱ͘ϱ ϮϬ͘ϰ
ϳϬ ϭϮ͘ϰ ϭϳ͘Ϭ Ϯϭ͘Ϭ ϲ͘ϭ ϭϯ͘Ϯ ϭϴ͘ϭ ϳ͘ϱ ϭϰ͘ϲ ϭϵ͘ϭ
ϲϬ ϭϭ͘ϱ ϭϱ͘ϳ ϭϵ͘ϱ ϱ͘ϳ ϭϮ͘Ϯ ϭϲ͘ϴ ϳ͘Ϭ ϭϯ͘ϱ ϭϳ͘ϳ
ϱϬ ϭϬ͘ϱ ϭϰ͘ϰ ϭϳ͘ϴ ϱ͘Ϯ ϭϭ͘Ϯ ϭϱ͘ϯ ϲ͘ϰ ϭϮ͘ϰ ϭϲ͘Ϯ
ϰϬ ϵ͘ϱ ϭϮ͘ϵ ϭϱ͘ϵ ϰ͘ϳ ϭϬ͘Ϭ ϭϯ͘ϳ ϱ͘ϴ ϭϭ͘ϭ ϭϰ͘ϱ
ϯϬ ϴ͘Ϯ ϭϭ͘Ϯ ϭϯ͘ϴ ϰ͘ϭ ϴ͘ϳ ϭϭ͘ϵ ϱ͘ϭ ϵ͘ϲ ϭϮ͘ϲ
ϮϬ ϲ͘ϴ ϵ͘Ϯ ϭϭ͘ϯ ϯ͘ϰ ϳ͘Ϯ ϵ͘ϴ ϰ͘Ϯ ϳ͘ϵ ϭϬ͘ϯ
ϭϴ ϲ͘ϱ ϴ͘ϴ ϭϬ͘ϴ ϯ͘ϯ ϲ͘ϴ ϵ͘ϯ ϰ͘Ϭ ϳ͘ϱ ϵ͘ϴ
ϭϲ ϲ͘ϭ ϴ͘ϯ ϭϬ͘Ϯ ϯ͘ϭ ϲ͘ϱ ϴ͘ϴ ϯ͘ϴ ϳ͘ϭ ϵ͘ϯ
ϭϰ ϱ͘ϳ ϳ͘ϴ ϵ͘ϱ Ϯ͘ϵ ϲ͘ϭ ϴ͘Ϯ ϯ͘ϲ ϲ͘ϳ ϴ͘ϳ
ϭϮ ϱ͘ϯ ϳ͘Ϯ ϴ͘ϴ Ϯ͘ϳ ϱ͘ϲ ϳ͘ϲ ϯ͘ϯ ϲ͘Ϯ ϴ͘ϭ
ϭϬ ϰ͘ϵ ϲ͘ϲ ϴ͘ϭ Ϯ͘ϱ ϱ͘Ϯ ϳ͘Ϭ ϯ͘ϭ ϱ͘ϳ ϳ͘ϰ
Page 602
Table B-4 - 1/2" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 1.0
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϲ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ
ϭϬϬϬ Ϯϴ͘ϳ ϱϮ͘Ϯ ϲϵ͘ϵ ϴϯ͘ϵ Ϯϯ͘ϱ ϱϮ͘Ϯ ϲϵ͘ϵ Ϯϯ͘ϱ ϱϮ͘Ϯ ϲϵ͘ϵ
ϵϬϬ Ϯϳ͘ϯ ϰϵ͘ϱ ϲϲ͘ϯ ϳϵ͘ϲ ϮϮ͘ϯ ϰϵ͘ϱ ϲϲ͘ϯ ϮϮ͘ϯ ϰϵ͘ϱ ϲϲ͘ϯ
ϴϬϬ Ϯϱ͘ϳ ϰϲ͘ϳ ϲϮ͘ϱ ϳϱ͘ϭ Ϯϭ͘ϭ ϰϲ͘ϳ ϲϮ͘ϱ Ϯϭ͘ϭ ϰϲ͘ϳ ϲϮ͘ϱ
ϳϬϬ Ϯϰ͘ϭ ϰϯ͘ϳ ϱϴ͘ϱ ϳϬ͘Ϯ ϭϵ͘ϳ ϰϯ͘ϳ ϱϴ͘ϱ ϭϵ͘ϳ ϰϯ͘ϳ ϱϴ͘ϱ
ϲϬϬ ϮϮ͘ϯ ϰϬ͘ϱ ϱϰ͘Ϯ ϲϱ͘Ϭ ϭϴ͘ϯ ϰϬ͘ϱ ϱϰ͘Ϯ ϭϴ͘ϯ ϰϬ͘ϱ ϱϰ͘Ϯ
ϱϬϬ ϮϬ͘ϰ ϯϳ͘Ϭ ϰϵ͘ϱ ϱϵ͘ϰ ϭϲ͘ϳ ϯϳ͘Ϭ ϰϵ͘ϱ ϭϲ͘ϳ ϯϳ͘Ϭ ϰϵ͘ϱ
ϰϬϬ ϭϴ͘ϯ ϯϯ͘ϭ ϰϰ͘ϯ ϱϯ͘Ϯ ϭϱ͘Ϭ ϯϯ͘ϭ ϰϰ͘ϯ ϭϱ͘Ϭ ϯϯ͘ϭ ϰϰ͘ϯ
ϰϱϬ ϭϵ͘ϰ ϯϱ͘ϭ ϰϳ͘Ϭ ϱϲ͘ϰ ϭϱ͘ϵ ϯϱ͘ϭ ϰϳ͘Ϭ ϭϱ͘ϵ ϯϱ͘ϭ ϰϳ͘Ϭ
ϰϬϬ ϭϴ͘ϯ ϯϯ͘ϭ ϰϰ͘ϯ ϱϯ͘Ϯ ϭϱ͘Ϭ ϯϯ͘ϭ ϰϰ͘ϯ ϭϱ͘Ϭ ϯϯ͘ϭ ϰϰ͘ϯ
ϯϱϬ ϭϳ͘ϭ ϯϭ͘Ϭ ϰϭ͘ϱ ϰϵ͘ϴ ϭϰ͘ϭ ϯϭ͘Ϭ ϰϭ͘ϱ ϭϰ͘ϭ ϯϭ͘Ϭ ϰϭ͘ϱ
ϯϬϬ ϭϱ͘ϵ Ϯϴ͘ϳ ϯϴ͘ϰ ϰϲ͘ϭ ϭϯ͘Ϭ Ϯϴ͘ϳ ϯϴ͘ϰ ϭϯ͘Ϭ Ϯϴ͘ϳ ϯϴ͘ϰ
Ϯϳϱ ϭϱ͘Ϯ Ϯϳ͘ϱ ϯϲ͘ϴ ϰϰ͘ϭ ϭϮ͘ϱ Ϯϳ͘ϱ ϯϲ͘ϴ ϭϮ͘ϱ Ϯϳ͘ϱ ϯϲ͘ϴ
ϮϱϬ ϭϰ͘ϱ Ϯϲ͘ϯ ϯϱ͘ϭ ϰϮ͘ϭ ϭϭ͘ϵ Ϯϲ͘ϯ ϯϱ͘ϭ ϭϭ͘ϵ Ϯϲ͘ϯ ϯϱ͘ϭ
ϮϮϱ ϭϯ͘ϴ Ϯϰ͘ϵ ϯϯ͘ϯ ϰϬ͘Ϭ ϭϭ͘ϯ Ϯϰ͘ϵ ϯϯ͘ϯ ϭϭ͘ϯ Ϯϰ͘ϵ ϯϯ͘ϯ
ϮϬϬ ϭϯ͘Ϭ Ϯϯ͘ϱ ϯϭ͘ϰ ϯϳ͘ϳ ϭϬ͘ϳ Ϯϯ͘ϱ ϯϭ͘ϰ ϭϬ͘ϳ Ϯϯ͘ϱ ϯϭ͘ϰ
ϭϳϱ ϭϮ͘Ϯ ϮϮ͘Ϭ Ϯϵ͘ϰ ϯϱ͘ϯ ϭϬ͘Ϭ ϮϮ͘Ϭ Ϯϵ͘ϰ ϭϬ͘Ϭ ϮϮ͘Ϭ Ϯϵ͘ϰ
ϭϱϬ ϭϭ͘ϯ ϮϬ͘ϰ Ϯϳ͘ϯ ϯϮ͘ϳ ϵ͘ϯ ϮϬ͘ϰ Ϯϳ͘ϯ ϵ͘ϯ ϮϬ͘ϰ Ϯϳ͘ϯ
ϭϮϱ ϭϬ͘ϰ ϭϴ͘ϳ Ϯϰ͘ϵ Ϯϵ͘ϵ ϴ͘ϱ ϭϴ͘ϳ Ϯϰ͘ϵ ϴ͘ϱ ϭϴ͘ϳ Ϯϰ͘ϵ
ϭϬϬ ϵ͘ϯ ϭϲ͘ϳ ϮϮ͘ϯ Ϯϲ͘ϳ ϳ͘ϳ ϭϲ͘ϳ ϮϮ͘ϯ ϳ͘ϳ ϭϲ͘ϳ ϮϮ͘ϯ
ϵϬ ϴ͘ϵ ϭϱ͘ϵ Ϯϭ͘Ϯ Ϯϱ͘ϰ ϳ͘ϯ ϭϱ͘ϵ Ϯϭ͘Ϯ ϳ͘ϯ ϭϱ͘ϵ Ϯϭ͘Ϯ
ϴϬ ϴ͘ϰ ϭϱ͘Ϭ ϮϬ͘Ϭ Ϯϯ͘ϵ ϲ͘ϵ ϭϱ͘Ϭ ϮϬ͘Ϭ ϲ͘ϵ ϭϱ͘Ϭ ϮϬ͘Ϭ
ϳϬ ϳ͘ϵ ϭϰ͘ϭ ϭϴ͘ϳ ϮϮ͘ϰ ϲ͘ϱ ϭϰ͘ϭ ϭϴ͘ϳ ϲ͘ϱ ϭϰ͘ϭ ϭϴ͘ϳ
ϲϬ ϳ͘ϯ ϭϯ͘Ϭ ϭϳ͘ϰ ϮϬ͘ϴ ϲ͘Ϭ ϭϯ͘Ϭ ϭϳ͘ϰ ϲ͘Ϭ ϭϯ͘Ϭ ϭϳ͘ϰ
ϱϬ ϲ͘ϳ ϭϭ͘ϵ ϭϱ͘ϵ ϭϵ͘Ϭ ϱ͘ϱ ϭϭ͘ϵ ϭϱ͘ϵ ϱ͘ϱ ϭϭ͘ϵ ϭϱ͘ϵ
ϰϬ ϲ͘Ϭ ϭϬ͘ϳ ϭϰ͘Ϯ ϭϳ͘Ϭ ϱ͘Ϭ ϭϬ͘ϳ ϭϰ͘Ϯ ϱ͘Ϭ ϭϬ͘ϳ ϭϰ͘Ϯ
ϯϬ ϱ͘ϯ ϵ͘ϯ ϭϮ͘ϰ ϭϰ͘ϴ ϰ͘ϰ ϵ͘ϯ ϭϮ͘ϰ ϰ͘ϰ ϵ͘ϯ ϭϮ͘ϰ
ϮϬ ϰ͘ϰ ϳ͘ϳ ϭϬ͘ϭ ϭϮ͘ϭ ϯ͘ϲ ϳ͘ϳ ϭϬ͘ϭ ϯ͘ϲ ϳ͘ϳ ϭϬ͘ϭ
ϭϴ ϰ͘Ϯ ϳ͘ϯ ϵ͘ϲ ϭϭ͘ϱ ϯ͘ϱ ϳ͘ϯ ϵ͘ϲ ϯ͘ϱ ϳ͘ϯ ϵ͘ϲ
ϭϲ ϯ͘ϵ ϲ͘ϵ ϵ͘ϭ ϭϬ͘ϴ ϯ͘ϯ ϲ͘ϵ ϵ͘ϭ ϯ͘ϯ ϲ͘ϵ ϵ͘ϭ
ϭϰ ϯ͘ϳ ϲ͘ϱ ϴ͘ϱ ϭϬ͘ϭ ϯ͘ϭ ϲ͘ϱ ϴ͘ϱ ϯ͘ϭ ϲ͘ϱ ϴ͘ϱ
ϭϮ ϯ͘ϱ ϲ͘Ϭ ϳ͘ϵ ϵ͘ϰ Ϯ͘ϵ ϲ͘Ϭ ϳ͘ϵ Ϯ͘ϵ ϲ͘Ϭ ϳ͘ϵ
ϭϬ ϯ͘Ϯ ϱ͘ϱ ϳ͘Ϯ ϴ͘ϲ Ϯ͘ϳ ϱ͘ϱ ϳ͘Ϯ Ϯ͘ϳ ϱ͘ϱ ϳ͘Ϯ
Page 603
Table B-5 - 3/8" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϰ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϲ Ϯdžϴ ϮdžϭϬ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ
ϭϬϬϬ ϲ͘ϭ ϰϳ͘ϭ ϲϰ͘ϭ ϳϵ͘ϭ Ϯϲ͘ϯ ϱϬ͘ϴ ϲϴ͘ϵ ϯϮ͘ϲ ϱϲ͘ϴ ϳϯ͘ϰ
ϵϬϬ ϱ͘ϵ ϰϰ͘ϳ ϲϬ͘ϴ ϳϱ͘ϭ Ϯϰ͘ϵ ϰϴ͘ϯ ϲϱ͘ϰ ϯϭ͘Ϭ ϱϯ͘ϵ ϲϵ͘ϲ
ϴϬϬ ϱ͘ϱ ϰϮ͘ϭ ϱϳ͘ϯ ϳϬ͘ϴ Ϯϯ͘ϱ ϰϱ͘ϱ ϲϭ͘ϲ Ϯϵ͘Ϯ ϱϬ͘ϴ ϲϱ͘ϳ
ϳϬϬ ϱ͘Ϯ ϯϵ͘ϰ ϱϯ͘ϳ ϲϲ͘ϯ ϮϮ͘Ϭ ϰϮ͘ϲ ϱϳ͘ϳ Ϯϳ͘ϯ ϰϳ͘ϲ ϲϭ͘ϱ
ϲϬϬ ϰ͘ϴ ϯϲ͘ϱ ϰϵ͘ϳ ϲϭ͘ϰ ϮϬ͘ϰ ϯϵ͘ϱ ϱϯ͘ϰ Ϯϱ͘ϯ ϰϰ͘ϭ ϱϲ͘ϵ
ϱϬϬ ϰ͘ϱ ϯϯ͘ϰ ϰϱ͘ϰ ϱϲ͘ϭ ϭϴ͘ϳ ϯϲ͘ϭ ϰϴ͘ϴ Ϯϯ͘Ϯ ϰϬ͘ϯ ϱϮ͘Ϭ
ϰϬϬ ϰ͘Ϭ Ϯϵ͘ϵ ϰϬ͘ϲ ϱϬ͘Ϯ ϭϲ͘ϳ ϯϮ͘ϯ ϰϯ͘ϳ ϮϬ͘ϴ ϯϲ͘ϭ ϰϲ͘ϱ
ϰϱϬ ϰ͘Ϯ ϯϭ͘ϳ ϰϯ͘ϭ ϱϯ͘Ϯ ϭϳ͘ϳ ϯϰ͘Ϯ ϰϲ͘ϯ ϮϮ͘Ϭ ϯϴ͘Ϯ ϰϵ͘ϯ
ϰϬϬ ϰ͘Ϭ Ϯϵ͘ϵ ϰϬ͘ϲ ϱϬ͘Ϯ ϭϲ͘ϳ ϯϮ͘ϯ ϰϯ͘ϳ ϮϬ͘ϴ ϯϲ͘ϭ ϰϲ͘ϱ
ϯϱϬ ϯ͘ϴ Ϯϴ͘Ϭ ϯϴ͘Ϭ ϰϲ͘ϵ ϭϱ͘ϳ ϯϬ͘Ϯ ϰϬ͘ϵ ϭϵ͘ϰ ϯϯ͘ϳ ϰϯ͘ϲ
ϯϬϬ ϯ͘ϱ Ϯϱ͘ϵ ϯϱ͘Ϯ ϰϯ͘ϱ ϭϰ͘ϱ Ϯϴ͘Ϭ ϯϳ͘ϵ ϭϴ͘Ϭ ϯϭ͘ϯ ϰϬ͘ϯ
Ϯϳϱ ϯ͘ϰ Ϯϰ͘ϴ ϯϯ͘ϴ ϰϭ͘ϳ ϭϯ͘ϵ Ϯϲ͘ϴ ϯϲ͘ϯ ϭϳ͘ϯ ϯϬ͘Ϭ ϯϴ͘ϲ
ϮϱϬ ϯ͘ϯ Ϯϯ͘ϳ ϯϮ͘Ϯ ϯϵ͘ϳ ϭϯ͘ϯ Ϯϱ͘ϲ ϯϰ͘ϲ ϭϲ͘ϱ Ϯϴ͘ϲ ϯϲ͘ϵ
ϮϮϱ ϯ͘ϭ ϮϮ͘ϱ ϯϬ͘ϲ ϯϳ͘ϳ ϭϮ͘ϲ Ϯϰ͘ϯ ϯϮ͘ϵ ϭϱ͘ϳ Ϯϳ͘ϭ ϯϱ͘Ϭ
ϮϬϬ Ϯ͘ϵ Ϯϭ͘Ϯ Ϯϴ͘ϴ ϯϱ͘ϲ ϭϭ͘ϵ ϮϮ͘ϵ ϯϭ͘Ϭ ϭϰ͘ϴ Ϯϱ͘ϲ ϯϯ͘Ϭ
ϭϳϱ Ϯ͘ϴ ϭϵ͘ϵ Ϯϳ͘Ϭ ϯϯ͘ϯ ϭϭ͘Ϯ Ϯϭ͘ϱ Ϯϵ͘Ϭ ϭϯ͘ϴ Ϯϰ͘Ϭ ϯϬ͘ϵ
ϭϱϬ Ϯ͘ϲ ϭϴ͘ϰ Ϯϱ͘Ϭ ϯϬ͘ϴ ϭϬ͘ϰ ϭϵ͘ϵ Ϯϲ͘ϵ ϭϮ͘ϴ ϮϮ͘Ϯ Ϯϴ͘ϲ
ϭϮϱ Ϯ͘ϰ ϭϲ͘ϵ ϮϮ͘ϵ Ϯϴ͘Ϯ ϵ͘ϱ ϭϴ͘Ϯ Ϯϰ͘ϲ ϭϭ͘ϴ ϮϬ͘ϯ Ϯϲ͘Ϯ
ϭϬϬ Ϯ͘Ϯ ϭϱ͘ϭ ϮϬ͘ϱ Ϯϱ͘Ϯ ϴ͘ϱ ϭϲ͘ϯ ϮϮ͘Ϭ ϭϬ͘ϲ ϭϴ͘Ϯ Ϯϯ͘ϰ
ϵϬ Ϯ͘ϭ ϭϰ͘ϰ ϭϵ͘ϱ Ϯϰ͘Ϭ ϴ͘ϭ ϭϱ͘ϱ ϮϬ͘ϵ ϭϬ͘Ϭ ϭϳ͘ϯ ϮϮ͘Ϯ
ϴϬ Ϯ͘Ϭ ϭϯ͘ϲ ϭϴ͘ϰ ϮϮ͘ϲ ϳ͘ϳ ϭϰ͘ϲ ϭϵ͘ϳ ϵ͘ϱ ϭϲ͘ϯ Ϯϭ͘Ϭ
ϳϬ ϭ͘ϵ ϭϮ͘ϳ ϭϳ͘Ϯ Ϯϭ͘Ϯ ϳ͘Ϯ ϭϯ͘ϳ ϭϴ͘ϱ ϴ͘ϵ ϭϱ͘ϯ ϭϵ͘ϳ
ϲϬ ϭ͘ϴ ϭϭ͘ϴ ϭϱ͘ϵ ϭϵ͘ϲ ϲ͘ϳ ϭϮ͘ϳ ϭϳ͘ϭ ϴ͘ϯ ϭϰ͘Ϯ ϭϴ͘Ϯ
ϱϬ ϭ͘ϳ ϭϬ͘ϴ ϭϰ͘ϲ ϭϳ͘ϵ ϲ͘ϭ ϭϭ͘ϲ ϭϱ͘ϳ ϳ͘ϲ ϭϯ͘Ϭ ϭϲ͘ϳ
ϰϬ ϭ͘ϱ ϵ͘ϳ ϭϯ͘ϭ ϭϲ͘ϭ ϱ͘ϱ ϭϬ͘ϰ ϭϰ͘Ϭ ϲ͘ϴ ϭϭ͘ϲ ϭϰ͘ϵ
ϯϬ ϭ͘ϰ ϴ͘ϰ ϭϭ͘ϰ ϭϯ͘ϵ ϰ͘ϴ ϵ͘ϭ ϭϮ͘Ϯ ϱ͘ϵ ϭϬ͘ϭ ϭϯ͘Ϭ
ϮϬ ϭ͘Ϯ ϲ͘ϵ ϵ͘ϯ ϭϭ͘ϰ ϰ͘Ϭ ϳ͘ϱ ϭϬ͘Ϭ ϰ͘ϵ ϴ͘ϯ ϭϬ͘ϲ
ϭϴ ϭ͘ϭ ϲ͘ϲ ϴ͘ϵ ϭϬ͘ϵ ϯ͘ϴ ϳ͘ϭ ϵ͘ϱ ϰ͘ϳ ϳ͘ϵ ϭϬ͘ϭ
ϭϲ ϭ͘ϭ ϲ͘Ϯ ϴ͘ϰ ϭϬ͘Ϯ ϯ͘ϲ ϲ͘ϳ ϵ͘Ϭ ϰ͘ϰ ϳ͘ϱ ϵ͘ϱ
ϭϰ ϭ͘Ϭ ϱ͘ϵ ϳ͘ϵ ϵ͘ϲ ϯ͘ϰ ϲ͘ϯ ϴ͘ϰ ϰ͘Ϯ ϳ͘Ϭ ϴ͘ϵ
ϭϮ ϭ͘Ϭ ϱ͘ϱ ϳ͘ϯ ϴ͘ϵ ϯ͘Ϯ ϱ͘ϵ ϳ͘ϴ ϯ͘ϵ ϲ͘ϱ ϴ͘ϯ
ϭϬ Ϭ͘ϵ ϱ͘Ϭ ϲ͘ϳ ϴ͘ϭ Ϯ͘ϵ ϱ͘ϰ ϳ͘ϭ ϯ͘ϲ ϲ͘Ϭ ϳ͘ϲ
Page 604
Table B-6 - 1/2" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϲ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ
ϭϬϬϬ ϯϲ͘ϭ ϱϲ͘ϱ ϳϯ͘Ϯ ϴϲ͘ϲ ϯϴ͘ϴ ϲϬ͘ϱ ϳϲ͘ϯ ϰϰ͘ϱ ϲϰ͘ϯ ϳϵ͘ϯ
ϵϬϬ ϯϰ͘Ϯ ϱϯ͘ϲ ϲϵ͘ϰ ϴϮ͘Ϯ ϯϲ͘ϴ ϱϳ͘ϱ ϳϮ͘ϰ ϰϮ͘Ϯ ϲϭ͘Ϭ ϳϱ͘ϯ
ϴϬϬ ϯϮ͘ϯ ϱϬ͘ϲ ϲϱ͘ϱ ϳϳ͘ϱ ϯϰ͘ϳ ϱϰ͘Ϯ ϲϴ͘ϯ ϯϵ͘ϴ ϱϳ͘ϲ ϳϭ͘Ϭ
ϳϬϬ ϯϬ͘Ϯ ϰϳ͘ϯ ϲϭ͘ϯ ϳϮ͘ϱ ϯϮ͘ϱ ϱϬ͘ϳ ϲϯ͘ϵ ϯϳ͘ϯ ϱϯ͘ϵ ϲϲ͘ϰ
ϲϬϬ Ϯϴ͘Ϭ ϰϯ͘ϵ ϱϲ͘ϳ ϲϳ͘Ϯ ϯϬ͘ϭ ϰϳ͘Ϭ ϱϵ͘Ϯ ϯϰ͘ϱ ϰϵ͘ϵ ϲϭ͘ϱ
ϱϬϬ Ϯϱ͘ϲ ϰϬ͘ϭ ϱϭ͘ϴ ϲϭ͘ϰ Ϯϳ͘ϱ ϰϮ͘ϵ ϱϰ͘ϭ ϯϭ͘ϱ ϰϱ͘ϲ ϱϲ͘Ϯ
ϰϬϬ ϮϮ͘ϵ ϯϱ͘ϵ ϰϲ͘ϰ ϱϰ͘ϵ Ϯϰ͘ϳ ϯϴ͘ϰ ϰϴ͘ϰ Ϯϴ͘ϯ ϰϬ͘ϴ ϱϬ͘ϯ
ϰϱϬ Ϯϰ͘ϯ ϯϴ͘Ϭ ϰϵ͘Ϯ ϱϴ͘Ϯ Ϯϲ͘ϭ ϰϬ͘ϳ ϱϭ͘ϯ Ϯϵ͘ϵ ϰϯ͘ϯ ϱϯ͘ϯ
ϰϬϬ ϮϮ͘ϵ ϯϱ͘ϵ ϰϲ͘ϰ ϱϰ͘ϵ Ϯϰ͘ϳ ϯϴ͘ϰ ϰϴ͘ϰ Ϯϴ͘ϯ ϰϬ͘ϴ ϱϬ͘ϯ
ϯϱϬ Ϯϭ͘ϱ ϯϯ͘ϲ ϰϯ͘ϰ ϱϭ͘ϰ Ϯϯ͘ϭ ϯϲ͘Ϭ ϰϱ͘ϯ Ϯϲ͘ϱ ϯϴ͘Ϯ ϰϳ͘ϭ
ϯϬϬ ϭϵ͘ϵ ϯϭ͘ϭ ϰϬ͘Ϯ ϰϳ͘ϲ Ϯϭ͘ϰ ϯϯ͘ϯ ϰϭ͘ϵ Ϯϰ͘ϱ ϯϱ͘ϰ ϰϯ͘ϲ
Ϯϳϱ ϭϵ͘ϭ Ϯϵ͘ϴ ϯϴ͘ϱ ϰϱ͘ϲ ϮϬ͘ϱ ϯϭ͘ϵ ϰϬ͘Ϯ Ϯϯ͘ϱ ϯϯ͘ϵ ϰϭ͘ϴ
ϮϱϬ ϭϴ͘Ϯ Ϯϴ͘ϰ ϯϲ͘ϳ ϰϯ͘ϱ ϭϵ͘ϲ ϯϬ͘ϰ ϯϴ͘ϯ ϮϮ͘ϰ ϯϮ͘ϯ ϯϵ͘ϴ
ϮϮϱ ϭϳ͘ϯ Ϯϳ͘Ϭ ϯϰ͘ϵ ϰϭ͘ϯ ϭϴ͘ϲ Ϯϴ͘ϵ ϯϲ͘ϰ Ϯϭ͘ϯ ϯϬ͘ϳ ϯϳ͘ϴ
ϮϬϬ ϭϲ͘ϯ Ϯϱ͘ϱ ϯϮ͘ϵ ϯϴ͘ϵ ϭϳ͘ϱ Ϯϳ͘ϯ ϯϰ͘ϯ ϮϬ͘ϭ Ϯϵ͘Ϭ ϯϱ͘ϳ
ϭϳϱ ϭϱ͘ϯ Ϯϯ͘ϴ ϯϬ͘ϴ ϯϲ͘ϰ ϭϲ͘ϰ Ϯϱ͘ϱ ϯϮ͘ϭ ϭϴ͘ϴ Ϯϳ͘ϭ ϯϯ͘ϰ
ϭϱϬ ϭϰ͘Ϯ ϮϮ͘ϭ Ϯϴ͘ϱ ϯϯ͘ϳ ϭϱ͘Ϯ Ϯϯ͘ϳ Ϯϵ͘ϴ ϭϳ͘ϰ Ϯϱ͘ϭ ϯϬ͘ϵ
ϭϮϱ ϭϯ͘Ϭ ϮϬ͘Ϯ Ϯϲ͘ϭ ϯϬ͘ϴ ϭϯ͘ϵ Ϯϭ͘ϲ Ϯϳ͘Ϯ ϭϱ͘ϵ Ϯϯ͘Ϭ Ϯϴ͘ϯ
ϭϬϬ ϭϭ͘ϲ ϭϴ͘ϭ Ϯϯ͘ϰ Ϯϳ͘ϲ ϭϮ͘ϱ ϭϵ͘ϰ Ϯϰ͘ϰ ϭϰ͘ϯ ϮϬ͘ϲ Ϯϱ͘ϯ
ϵϬ ϭϭ͘ϭ ϭϳ͘Ϯ ϮϮ͘Ϯ Ϯϲ͘Ϯ ϭϭ͘ϵ ϭϴ͘ϰ Ϯϯ͘ϭ ϭϯ͘ϲ ϭϵ͘ϱ Ϯϰ͘Ϭ
ϴϬ ϭϬ͘ϱ ϭϲ͘Ϯ ϮϬ͘ϵ Ϯϰ͘ϳ ϭϭ͘Ϯ ϭϳ͘ϰ Ϯϭ͘ϴ ϭϮ͘ϴ ϭϴ͘ϰ ϮϮ͘ϳ
ϳϬ ϵ͘ϴ ϭϱ͘Ϯ ϭϵ͘ϲ Ϯϯ͘ϭ ϭϬ͘ϱ ϭϲ͘ϯ ϮϬ͘ϰ ϭϮ͘Ϭ ϭϳ͘ϯ Ϯϭ͘Ϯ
ϲϬ ϵ͘ϭ ϭϰ͘ϭ ϭϴ͘Ϯ Ϯϭ͘ϰ ϵ͘ϴ ϭϱ͘ϭ ϭϴ͘ϵ ϭϭ͘Ϯ ϭϲ͘Ϭ ϭϵ͘ϳ
ϱϬ ϴ͘ϯ ϭϮ͘ϵ ϭϲ͘ϲ ϭϵ͘ϲ ϴ͘ϵ ϭϯ͘ϴ ϭϳ͘ϯ ϭϬ͘Ϯ ϭϰ͘ϲ ϭϴ͘Ϭ
ϰϬ ϳ͘ϱ ϭϭ͘ϲ ϭϰ͘ϵ ϭϳ͘ϲ ϴ͘Ϭ ϭϮ͘ϰ ϭϱ͘ϱ ϵ͘Ϯ ϭϯ͘ϭ ϭϲ͘ϭ
ϯϬ ϲ͘ϱ ϭϬ͘ϭ ϭϮ͘ϵ ϭϱ͘Ϯ ϳ͘Ϭ ϭϬ͘ϴ ϭϯ͘ϱ ϴ͘Ϭ ϭϭ͘ϰ ϭϰ͘Ϭ
ϮϬ ϱ͘ϰ ϴ͘ϯ ϭϬ͘ϲ ϭϮ͘ϱ ϱ͘ϴ ϴ͘ϴ ϭϭ͘Ϭ ϲ͘ϲ ϵ͘ϰ ϭϭ͘ϱ
ϭϴ ϱ͘ϭ ϳ͘ϵ ϭϬ͘ϭ ϭϭ͘ϴ ϱ͘ϱ ϴ͘ϰ ϭϬ͘ϱ ϲ͘ϯ ϴ͘ϵ ϭϬ͘ϵ
ϭϲ ϰ͘ϵ ϳ͘ϰ ϵ͘ϱ ϭϭ͘Ϯ ϱ͘Ϯ ϳ͘ϵ ϵ͘ϵ ϱ͘ϵ ϴ͘ϰ ϭϬ͘ϯ
ϭϰ ϰ͘ϲ ϳ͘Ϭ ϴ͘ϵ ϭϬ͘ϱ ϰ͘ϵ ϳ͘ϰ ϵ͘ϯ ϱ͘ϲ ϳ͘ϵ ϵ͘ϲ
ϭϮ ϰ͘ϯ ϲ͘ϱ ϴ͘ϯ ϵ͘ϳ ϰ͘ϲ ϲ͘ϵ ϴ͘ϲ ϱ͘Ϯ ϳ͘ϯ ϴ͘ϵ
ϭϬ ϯ͘ϵ ϱ͘ϵ ϳ͘ϲ ϴ͘ϵ ϰ͘Ϯ ϲ͘ϯ ϳ͘ϵ ϰ͘ϴ ϲ͘ϳ ϴ͘Ϯ
Page 605
Table B-7 - 5/8" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϰͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ Ϯdžϲ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ Ϯdžϴ ϮdžϭϬ ϮdžϭϮ ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ
ϭϬϬϬ ϭϰ͘ϱ ϰϲ͘Ϭ ϲϱ͘ϰ ϴϬ͘Ϯ ϴ͘ϱ ϰϳ͘ϰ ϲϲ͘ϰ ϭϰ͘ϱ ϰϴ͘ϴ ϲϳ͘ϰ
ϵϬϬ ϭϯ͘ϴ ϰϯ͘ϲ ϲϮ͘Ϭ ϳϲ͘ϭ ϴ͘ϭ ϰϱ͘Ϭ ϲϯ͘Ϭ ϭϯ͘ϴ ϰϲ͘ϯ ϲϰ͘Ϭ
ϴϬϬ ϭϯ͘Ϭ ϰϭ͘ϭ ϱϴ͘ϱ ϳϭ͘ϴ ϳ͘ϳ ϰϮ͘ϰ ϱϵ͘ϰ ϭϯ͘Ϭ ϰϯ͘ϳ ϲϬ͘ϯ
ϳϬϬ ϭϮ͘Ϯ ϯϴ͘ϱ ϱϰ͘ϳ ϲϳ͘ϭ ϳ͘Ϯ ϯϵ͘ϳ ϱϱ͘ϲ ϭϮ͘Ϯ ϰϬ͘ϵ ϱϲ͘ϰ
ϲϬϬ ϭϭ͘ϯ ϯϱ͘ϳ ϱϬ͘ϳ ϲϮ͘Ϯ ϲ͘ϳ ϯϲ͘ϴ ϱϭ͘ϱ ϭϭ͘ϯ ϯϳ͘ϵ ϱϮ͘ϯ
ϱϬϬ ϭϬ͘ϰ ϯϮ͘ϲ ϰϲ͘ϯ ϱϲ͘ϴ ϲ͘ϭ ϯϯ͘ϲ ϰϳ͘Ϭ ϭϬ͘ϰ ϯϰ͘ϲ ϰϳ͘ϴ
ϰϬϬ ϵ͘ϯ Ϯϵ͘Ϯ ϰϭ͘ϱ ϱϬ͘ϴ ϱ͘ϱ ϯϬ͘ϭ ϰϮ͘ϭ ϵ͘ϯ ϯϭ͘Ϭ ϰϮ͘ϴ
ϰϱϬ ϵ͘ϵ ϯϬ͘ϵ ϰϰ͘Ϭ ϱϯ͘ϵ ϱ͘ϵ ϯϭ͘ϵ ϰϰ͘ϲ ϵ͘ϵ ϯϮ͘ϵ ϰϱ͘ϯ
ϰϬϬ ϵ͘ϯ Ϯϵ͘Ϯ ϰϭ͘ϱ ϱϬ͘ϴ ϱ͘ϱ ϯϬ͘ϭ ϰϮ͘ϭ ϵ͘ϯ ϯϭ͘Ϭ ϰϮ͘ϴ
ϯϱϬ ϴ͘ϳ Ϯϳ͘ϯ ϯϴ͘ϴ ϰϳ͘ϲ ϱ͘Ϯ Ϯϴ͘Ϯ ϯϵ͘ϰ ϴ͘ϳ Ϯϵ͘Ϭ ϰϬ͘Ϭ
ϯϬϬ ϴ͘ϭ Ϯϱ͘ϯ ϯϲ͘Ϭ ϰϰ͘ϭ ϰ͘ϴ Ϯϲ͘ϭ ϯϲ͘ϱ ϴ͘ϭ Ϯϲ͘ϵ ϯϳ͘ϭ
Ϯϳϱ ϳ͘ϴ Ϯϰ͘ϯ ϯϰ͘ϰ ϰϮ͘Ϯ ϰ͘ϳ Ϯϱ͘Ϭ ϯϱ͘Ϭ ϳ͘ϴ Ϯϱ͘ϴ ϯϱ͘ϱ
ϮϱϬ ϳ͘ϱ Ϯϯ͘Ϯ ϯϮ͘ϵ ϰϬ͘ϯ ϰ͘ϱ Ϯϯ͘ϵ ϯϯ͘ϰ ϳ͘ϱ Ϯϰ͘ϲ ϯϯ͘ϵ
ϮϮϱ ϳ͘ϭ ϮϮ͘Ϭ ϯϭ͘Ϯ ϯϴ͘Ϯ ϰ͘Ϯ ϮϮ͘ϳ ϯϭ͘ϳ ϳ͘ϭ Ϯϯ͘ϯ ϯϮ͘ϭ
ϮϬϬ ϲ͘ϳ ϮϬ͘ϳ Ϯϵ͘ϰ ϯϲ͘Ϭ ϰ͘Ϭ Ϯϭ͘ϰ Ϯϵ͘ϵ ϲ͘ϳ ϮϮ͘Ϭ ϯϬ͘ϯ
ϭϳϱ ϲ͘ϯ ϭϵ͘ϰ Ϯϳ͘ϱ ϯϯ͘ϳ ϯ͘ϴ ϮϬ͘Ϭ Ϯϴ͘Ϭ ϲ͘ϯ ϮϬ͘ϲ Ϯϴ͘ϰ
ϭϱϬ ϱ͘ϵ ϭϴ͘Ϭ Ϯϱ͘ϱ ϯϭ͘ϯ ϯ͘ϱ ϭϴ͘ϲ Ϯϱ͘ϵ ϱ͘ϵ ϭϵ͘ϭ Ϯϲ͘ϯ
ϭϮϱ ϱ͘ϰ ϭϲ͘ϱ Ϯϯ͘ϯ Ϯϴ͘ϲ ϯ͘ϯ ϭϳ͘Ϭ Ϯϯ͘ϳ ϱ͘ϰ ϭϳ͘ϱ Ϯϰ͘Ϭ
ϭϬϬ ϰ͘ϴ ϭϰ͘ϴ ϮϬ͘ϵ Ϯϱ͘ϲ Ϯ͘ϵ ϭϱ͘Ϯ Ϯϭ͘Ϯ ϰ͘ϴ ϭϱ͘ϳ Ϯϭ͘ϱ
ϵϬ ϰ͘ϲ ϭϰ͘Ϭ ϭϵ͘ϴ Ϯϰ͘ϯ Ϯ͘ϴ ϭϰ͘ϱ ϮϬ͘ϭ ϰ͘ϲ ϭϰ͘ϵ ϮϬ͘ϱ
ϴϬ ϰ͘ϰ ϭϯ͘Ϯ ϭϴ͘ϳ ϮϮ͘ϵ Ϯ͘ϳ ϭϯ͘ϳ ϭϵ͘Ϭ ϰ͘ϰ ϭϰ͘ϭ ϭϵ͘ϯ
ϳϬ ϰ͘ϭ ϭϮ͘ϰ ϭϳ͘ϱ Ϯϭ͘ϰ Ϯ͘ϱ ϭϮ͘ϴ ϭϳ͘ϴ ϰ͘ϭ ϭϯ͘Ϯ ϭϴ͘ϭ
ϲϬ ϯ͘ϴ ϭϭ͘ϱ ϭϲ͘ϯ ϭϵ͘ϵ Ϯ͘ϰ ϭϭ͘ϵ ϭϲ͘ϱ ϯ͘ϴ ϭϮ͘Ϯ ϭϲ͘ϴ
ϱϬ ϯ͘ϱ ϭϬ͘ϱ ϭϰ͘ϵ ϭϴ͘Ϯ Ϯ͘Ϯ ϭϬ͘ϵ ϭϱ͘ϭ ϯ͘ϱ ϭϭ͘Ϯ ϭϱ͘ϯ
ϰϬ ϯ͘Ϯ ϵ͘ϱ ϭϯ͘ϯ ϭϲ͘ϯ Ϯ͘Ϭ ϵ͘ϴ ϭϯ͘ϱ ϯ͘Ϯ ϭϬ͘Ϭ ϭϯ͘ϳ
ϯϬ Ϯ͘ϴ ϴ͘Ϯ ϭϭ͘ϲ ϭϰ͘ϭ ϭ͘ϴ ϴ͘ϱ ϭϭ͘ϴ Ϯ͘ϴ ϴ͘ϳ ϭϭ͘ϵ
ϮϬ Ϯ͘ϰ ϲ͘ϴ ϵ͘ϱ ϭϭ͘ϲ ϭ͘ϱ ϳ͘Ϭ ϵ͘ϳ Ϯ͘ϰ ϳ͘Ϯ ϵ͘ϴ
ϭϴ Ϯ͘ϯ ϲ͘ϱ ϵ͘Ϭ ϭϭ͘Ϭ ϭ͘ϱ ϲ͘ϳ ϵ͘Ϯ Ϯ͘ϯ ϲ͘ϴ ϵ͘ϯ
ϭϲ Ϯ͘Ϯ ϲ͘ϭ ϴ͘ϱ ϭϬ͘ϰ ϭ͘ϰ ϲ͘ϯ ϴ͘ϳ Ϯ͘Ϯ ϲ͘ϱ ϴ͘ϴ
ϭϰ Ϯ͘Ϭ ϱ͘ϳ ϴ͘Ϭ ϵ͘ϳ ϭ͘ϯ ϱ͘ϵ ϴ͘ϭ Ϯ͘Ϭ ϲ͘ϭ ϴ͘Ϯ
ϭϮ ϭ͘ϵ ϱ͘ϯ ϳ͘ϰ ϵ͘Ϭ ϭ͘ϯ ϱ͘ϱ ϳ͘ϱ ϭ͘ϵ ϱ͘ϲ ϳ͘ϲ
ϭϬ ϭ͘ϴ ϰ͘ϵ ϲ͘ϴ ϴ͘Ϯ ϭ͘Ϯ ϱ͘Ϭ ϲ͘ϵ ϭ͘ϴ ϱ͘Ϯ ϳ͘Ϭ
Page 606
Table B-8 - 3/4" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
;ϰͿŽůƚƐƉĞƌ
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ ;ϯͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
ŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ
Ϯdžϴ ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ ϮdžϭϮ Ϯdžϭϰ
ϭϬϬϬ ϯϭ͘Ϭ ϱϱ͘ϵ ϳϮ͘ϳ ϴϲ͘ϯ Ϯϲ͘ϯ ϱϯ͘ϰ ϳϬ͘ϴ ϮϬ͘ϰ ϱϬ͘ϴ
ϵϬϬ Ϯϵ͘ϰ ϱϯ͘ϭ ϲϵ͘Ϭ ϴϭ͘ϴ Ϯϰ͘ϵ ϱϬ͘ϳ ϲϳ͘Ϯ ϭϵ͘ϰ ϰϴ͘ϯ
ϴϬϬ Ϯϳ͘ϴ ϱϬ͘Ϭ ϲϱ͘ϭ ϳϳ͘Ϯ Ϯϯ͘ϱ ϰϳ͘ϴ ϲϯ͘ϰ ϭϴ͘ϯ ϰϱ͘ϱ
ϳϬϬ Ϯϲ͘Ϭ ϰϲ͘ϴ ϲϬ͘ϵ ϳϮ͘Ϯ ϮϮ͘Ϭ ϰϰ͘ϴ ϱϵ͘ϯ ϭϳ͘ϭ ϰϮ͘ϲ
ϲϬϬ Ϯϰ͘ϭ ϰϯ͘ϰ ϱϲ͘ϰ ϲϲ͘ϵ ϮϬ͘ϰ ϰϭ͘ϱ ϱϰ͘ϵ ϭϱ͘ϵ ϯϵ͘ϱ
ϱϬϬ ϮϮ͘Ϭ ϯϵ͘ϲ ϱϭ͘ϱ ϲϭ͘ϭ ϭϴ͘ϳ ϯϳ͘ϵ ϱϬ͘Ϯ ϭϰ͘ϱ ϯϲ͘ϭ
ϰϬϬ ϭϵ͘ϳ ϯϱ͘ϱ ϰϲ͘ϭ ϱϰ͘ϳ ϭϲ͘ϳ ϯϯ͘ϵ ϰϰ͘ϵ ϭϯ͘Ϭ ϯϮ͘ϯ
ϰϱϬ ϮϬ͘ϵ ϯϳ͘ϲ ϰϴ͘ϵ ϱϴ͘Ϭ ϭϳ͘ϳ ϯϲ͘Ϭ ϰϳ͘ϲ ϭϯ͘ϴ ϯϰ͘Ϯ
ϰϬϬ ϭϵ͘ϳ ϯϱ͘ϱ ϰϲ͘ϭ ϱϰ͘ϳ ϭϲ͘ϳ ϯϯ͘ϵ ϰϰ͘ϵ ϭϯ͘Ϭ ϯϮ͘ϯ
ϯϱϬ ϭϴ͘ϱ ϯϯ͘Ϯ ϰϯ͘ϭ ϱϭ͘Ϯ ϭϱ͘ϳ ϯϭ͘ϴ ϰϮ͘Ϭ ϭϮ͘Ϯ ϯϬ͘Ϯ
ϯϬϬ ϭϳ͘ϭ ϯϬ͘ϴ ϰϬ͘Ϭ ϰϳ͘ϰ ϭϰ͘ϱ Ϯϵ͘ϰ ϯϴ͘ϵ ϭϭ͘ϯ Ϯϴ͘Ϭ
Ϯϳϱ ϭϲ͘ϰ Ϯϵ͘ϱ ϯϴ͘ϯ ϰϱ͘ϰ ϭϯ͘ϵ Ϯϴ͘Ϯ ϯϳ͘ϯ ϭϬ͘ϵ Ϯϲ͘ϴ
ϮϱϬ ϭϱ͘ϳ Ϯϴ͘ϭ ϯϲ͘ϱ ϰϯ͘ϯ ϭϯ͘ϯ Ϯϲ͘ϵ ϯϱ͘ϲ ϭϬ͘ϰ Ϯϱ͘ϲ
ϮϮϱ ϭϰ͘ϵ Ϯϲ͘ϳ ϯϰ͘ϳ ϰϭ͘ϭ ϭϮ͘ϲ Ϯϱ͘ϱ ϯϯ͘ϴ ϵ͘ϵ Ϯϰ͘ϯ
ϮϬϬ ϭϰ͘ϭ Ϯϱ͘Ϯ ϯϮ͘ϳ ϯϴ͘ϳ ϭϭ͘ϵ Ϯϰ͘ϭ ϯϭ͘ϵ ϵ͘ϯ ϮϮ͘ϵ
ϭϳϱ ϭϯ͘Ϯ Ϯϯ͘ϲ ϯϬ͘ϲ ϯϲ͘ϯ ϭϭ͘Ϯ ϮϮ͘ϲ Ϯϵ͘ϴ ϴ͘ϳ Ϯϭ͘ϱ
ϭϱϬ ϭϮ͘Ϯ Ϯϭ͘ϵ Ϯϴ͘ϰ ϯϯ͘ϲ ϭϬ͘ϰ ϮϬ͘ϵ Ϯϳ͘ϲ ϴ͘ϭ ϭϵ͘ϵ
ϭϮϱ ϭϭ͘Ϯ ϮϬ͘Ϭ Ϯϱ͘ϵ ϯϬ͘ϳ ϵ͘ϱ ϭϵ͘ϭ Ϯϱ͘ϯ ϳ͘ϰ ϭϴ͘Ϯ
ϭϬϬ ϭϬ͘Ϭ ϭϳ͘ϵ Ϯϯ͘Ϯ Ϯϳ͘ϱ ϴ͘ϱ ϭϳ͘ϭ ϮϮ͘ϲ ϲ͘ϳ ϭϲ͘ϯ
ϵϬ ϵ͘ϱ ϭϳ͘Ϭ ϮϮ͘Ϭ Ϯϲ͘ϭ ϴ͘ϭ ϭϲ͘ϯ Ϯϭ͘ϱ ϲ͘ϰ ϭϱ͘ϱ
ϴϬ ϵ͘Ϭ ϭϲ͘ϭ ϮϬ͘ϴ Ϯϰ͘ϲ ϳ͘ϳ ϭϱ͘ϰ ϮϬ͘ϯ ϲ͘Ϭ ϭϰ͘ϲ
ϳϬ ϴ͘ϱ ϭϱ͘Ϭ ϭϵ͘ϱ Ϯϯ͘Ϭ ϳ͘Ϯ ϭϰ͘ϰ ϭϵ͘Ϭ ϱ͘ϳ ϭϯ͘ϳ
ϲϬ ϳ͘ϵ ϭϰ͘Ϭ ϭϴ͘Ϭ Ϯϭ͘ϰ ϲ͘ϳ ϭϯ͘ϯ ϭϳ͘ϲ ϱ͘ϯ ϭϮ͘ϳ
ϱϬ ϳ͘Ϯ ϭϮ͘ϴ ϭϲ͘ϱ ϭϵ͘ϱ ϲ͘ϭ ϭϮ͘Ϯ ϭϲ͘ϭ ϰ͘ϴ ϭϭ͘ϲ
ϰϬ ϲ͘ϱ ϭϭ͘ϱ ϭϰ͘ϴ ϭϳ͘ϱ ϱ͘ϱ ϭϭ͘Ϭ ϭϰ͘ϰ ϰ͘ϰ ϭϬ͘ϰ
ϯϬ ϱ͘ϳ ϭϬ͘Ϭ ϭϮ͘ϴ ϭϱ͘Ϯ ϰ͘ϴ ϵ͘ϱ ϭϮ͘ϱ ϯ͘ϴ ϵ͘ϭ
ϮϬ ϰ͘ϳ ϴ͘Ϯ ϭϬ͘ϱ ϭϮ͘ϰ ϰ͘Ϭ ϳ͘ϴ ϭϬ͘ϯ ϯ͘Ϯ ϳ͘ϱ
ϭϴ ϰ͘ϱ ϳ͘ϴ ϭϬ͘Ϭ ϭϭ͘ϴ ϯ͘ϴ ϳ͘ϱ ϵ͘ϴ ϯ͘Ϭ ϳ͘ϭ
ϭϲ ϰ͘Ϯ ϳ͘ϰ ϵ͘ϰ ϭϭ͘ϭ ϯ͘ϲ ϳ͘Ϭ ϵ͘Ϯ Ϯ͘ϵ ϲ͘ϳ
ϭϰ ϰ͘Ϭ ϲ͘ϵ ϴ͘ϵ ϭϬ͘ϰ ϯ͘ϰ ϲ͘ϲ ϴ͘ϲ Ϯ͘ϳ ϲ͘ϯ
ϭϮ ϯ͘ϳ ϲ͘ϰ ϴ͘Ϯ ϵ͘ϳ ϯ͘Ϯ ϲ͘ϭ ϴ͘Ϭ Ϯ͘ϲ ϱ͘ϵ
ϭϬ ϯ͘ϰ ϱ͘ϵ ϳ͘ϱ ϴ͘ϴ Ϯ͘ϵ ϱ͘ϲ ϳ͘ϯ Ϯ͘ϰ ϱ͘ϰ
Page 607
Table B-9 - 7/8" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
;ϯͿŽůƚƐƉĞƌ ;ϰͿŽůƚƐƉĞƌ
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
ŽŶŶĞĐƚŝŽŶ ŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ
ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ ϮdžϭϮ Ϯdžϭϰ Ϯdžϭϰ
ϭϬϬϬ ϰϰ͘ϱ ϲϰ͘ϯ ϳϵ͘ϯ ϯϲ͘ϭ ϱϴ͘ϵ Ϯϰ͘ϵ
ϵϬϬ ϰϮ͘Ϯ ϲϭ͘Ϭ ϳϱ͘ϯ ϯϰ͘Ϯ ϱϱ͘ϴ Ϯϯ͘ϳ
ϴϬϬ ϯϵ͘ϴ ϱϳ͘ϲ ϳϭ͘Ϭ ϯϮ͘ϯ ϱϮ͘ϳ ϮϮ͘ϯ
ϳϬϬ ϯϳ͘ϯ ϱϯ͘ϵ ϲϲ͘ϰ ϯϬ͘Ϯ ϰϵ͘ϯ ϮϬ͘ϵ
ϲϬϬ ϯϰ͘ϱ ϰϵ͘ϵ ϲϭ͘ϱ Ϯϴ͘Ϭ ϰϱ͘ϳ ϭϵ͘ϰ
ϱϬϬ ϯϭ͘ϱ ϰϱ͘ϲ ϱϲ͘Ϯ Ϯϱ͘ϲ ϰϭ͘ϳ ϭϳ͘ϳ
ϰϬϬ Ϯϴ͘ϯ ϰϬ͘ϴ ϱϬ͘ϯ ϮϮ͘ϵ ϯϳ͘ϯ ϭϱ͘ϵ
ϰϱϬ Ϯϵ͘ϵ ϰϯ͘ϯ ϱϯ͘ϯ Ϯϰ͘ϯ ϯϵ͘ϲ ϭϲ͘ϴ
ϰϬϬ Ϯϴ͘ϯ ϰϬ͘ϴ ϱϬ͘ϯ ϮϮ͘ϵ ϯϳ͘ϯ ϭϱ͘ϵ
ϯϱϬ Ϯϲ͘ϱ ϯϴ͘Ϯ ϰϳ͘ϭ Ϯϭ͘ϱ ϯϱ͘Ϭ ϭϰ͘ϵ
ϯϬϬ Ϯϰ͘ϱ ϯϱ͘ϰ ϰϯ͘ϲ ϭϵ͘ϵ ϯϮ͘ϰ ϭϯ͘ϴ
Ϯϳϱ Ϯϯ͘ϱ ϯϯ͘ϵ ϰϭ͘ϴ ϭϵ͘ϭ ϯϭ͘Ϭ ϭϯ͘Ϯ
ϮϱϬ ϮϮ͘ϰ ϯϮ͘ϯ ϯϵ͘ϴ ϭϴ͘Ϯ Ϯϵ͘ϲ ϭϮ͘ϲ
ϮϮϱ Ϯϭ͘ϯ ϯϬ͘ϳ ϯϳ͘ϴ ϭϳ͘ϯ Ϯϴ͘ϭ ϭϮ͘Ϭ
ϮϬϬ ϮϬ͘ϭ Ϯϵ͘Ϭ ϯϱ͘ϳ ϭϲ͘ϯ Ϯϲ͘ϱ ϭϭ͘ϯ
ϭϳϱ ϭϴ͘ϴ Ϯϳ͘ϭ ϯϯ͘ϰ ϭϱ͘ϯ Ϯϰ͘ϴ ϭϬ͘ϲ
ϭϱϬ ϭϳ͘ϰ Ϯϱ͘ϭ ϯϬ͘ϵ ϭϰ͘Ϯ Ϯϯ͘Ϭ ϵ͘ϵ
ϭϮϱ ϭϱ͘ϵ Ϯϯ͘Ϭ Ϯϴ͘ϯ ϭϯ͘Ϭ Ϯϭ͘Ϭ ϵ͘Ϭ
ϭϬϬ ϭϰ͘ϯ ϮϬ͘ϲ Ϯϱ͘ϯ ϭϭ͘ϲ ϭϴ͘ϴ ϴ͘ϭ
ϵϬ ϭϯ͘ϲ ϭϵ͘ϱ Ϯϰ͘Ϭ ϭϭ͘ϭ ϭϳ͘ϵ ϳ͘ϳ
ϴϬ ϭϮ͘ϴ ϭϴ͘ϰ ϮϮ͘ϳ ϭϬ͘ϱ ϭϲ͘ϵ ϳ͘ϯ
ϳϬ ϭϮ͘Ϭ ϭϳ͘ϯ Ϯϭ͘Ϯ ϵ͘ϴ ϭϱ͘ϴ ϲ͘ϵ
ϲϬ ϭϭ͘Ϯ ϭϲ͘Ϭ ϭϵ͘ϳ ϵ͘ϭ ϭϰ͘ϳ ϲ͘ϰ
ϱϬ ϭϬ͘Ϯ ϭϰ͘ϲ ϭϴ͘Ϭ ϴ͘ϯ ϭϯ͘ϰ ϱ͘ϴ
ϰϬ ϵ͘Ϯ ϭϯ͘ϭ ϭϲ͘ϭ ϳ͘ϱ ϭϮ͘Ϭ ϱ͘ϯ
ϯϬ ϴ͘Ϭ ϭϭ͘ϰ ϭϰ͘Ϭ ϲ͘ϱ ϭϬ͘ϱ ϰ͘ϲ
ϮϬ ϲ͘ϲ ϵ͘ϰ ϭϭ͘ϱ ϱ͘ϰ ϴ͘ϲ ϯ͘ϴ
ϭϴ ϲ͘ϯ ϴ͘ϵ ϭϬ͘ϵ ϱ͘ϭ ϴ͘Ϯ ϯ͘ϳ
ϭϲ ϱ͘ϵ ϴ͘ϰ ϭϬ͘ϯ ϰ͘ϵ ϳ͘ϳ ϯ͘ϱ
ϭϰ ϱ͘ϲ ϳ͘ϵ ϵ͘ϲ ϰ͘ϲ ϳ͘Ϯ ϯ͘ϯ
ϭϮ ϱ͘Ϯ ϳ͘ϯ ϴ͘ϵ ϰ͘ϯ ϲ͘ϳ ϯ͘Ϭ
ϭϬ ϰ͘ϴ ϲ͘ϳ ϴ͘Ϯ ϯ͘ϵ ϲ͘Ϯ Ϯ͘ϴ
Page 608
Table B-10 - 1" Bolts - Maximum Lamella Length [Ɛ] (ft)
Cǻ = 0.5
;ϯͿŽůƚƐƉĞƌ
ZĂĚŝƵƐ ;ϮͿŽůƚƐƉĞƌŽŶŶĞĐƚŝŽŶ
ŽŶŶĞĐƚŝŽŶ
Z;ĨƚͿ
ϮdžϭϬ ϮdžϭϮ Ϯdžϭϰ Ϯdžϭϰ
ϭϬϬϬ Ϯϴ͘ϳ ϱϰ͘ϳ ϳϭ͘ϴ ϰϯ͘ϳ
ϵϬϬ Ϯϳ͘ϯ ϱϭ͘ϵ ϲϴ͘ϭ ϰϭ͘ϱ
ϴϬϬ Ϯϱ͘ϴ ϰϵ͘Ϭ ϲϰ͘Ϯ ϯϵ͘ϭ
ϳϬϬ Ϯϰ͘ϭ ϰϱ͘ϴ ϲϬ͘ϭ ϯϲ͘ϲ
ϲϬϬ ϮϮ͘ϰ ϰϮ͘ϱ ϱϱ͘ϳ ϯϯ͘ϵ
ϱϬϬ ϮϬ͘ϰ ϯϴ͘ϴ ϱϬ͘ϵ ϯϭ͘Ϭ
ϰϬϬ ϭϴ͘ϯ ϯϰ͘ϳ ϰϱ͘ϱ Ϯϳ͘ϴ
ϰϱϬ ϭϵ͘ϰ ϯϲ͘ϴ ϰϴ͘ϯ Ϯϵ͘ϰ
ϰϬϬ ϭϴ͘ϯ ϯϰ͘ϳ ϰϱ͘ϱ Ϯϳ͘ϴ
ϯϱϬ ϭϳ͘Ϯ ϯϮ͘ϱ ϰϮ͘ϲ Ϯϲ͘Ϭ
ϯϬϬ ϭϱ͘ϵ ϯϬ͘ϭ ϯϵ͘ϱ Ϯϰ͘ϭ
Ϯϳϱ ϭϱ͘ϯ Ϯϴ͘ϵ ϯϳ͘ϴ Ϯϯ͘ϭ
ϮϱϬ ϭϰ͘ϲ Ϯϳ͘ϱ ϯϲ͘ϭ ϮϮ͘Ϭ
ϮϮϱ ϭϯ͘ϴ Ϯϲ͘ϭ ϯϰ͘Ϯ ϮϬ͘ϵ
ϮϬϬ ϭϯ͘ϭ Ϯϰ͘ϳ ϯϮ͘ϯ ϭϵ͘ϴ
ϭϳϱ ϭϮ͘Ϯ Ϯϯ͘ϭ ϯϬ͘Ϯ ϭϴ͘ϱ
ϭϱϬ ϭϭ͘ϰ Ϯϭ͘ϰ Ϯϴ͘Ϭ ϭϳ͘Ϯ
ϭϮϱ ϭϬ͘ϰ ϭϵ͘ϲ Ϯϱ͘ϲ ϭϱ͘ϳ
ϭϬϬ ϵ͘ϯ ϭϳ͘ϱ ϮϮ͘ϵ ϭϰ͘ϭ
ϵϬ ϴ͘ϵ ϭϲ͘ϳ Ϯϭ͘ϴ ϭϯ͘ϰ
ϴϬ ϴ͘ϰ ϭϱ͘ϳ ϮϬ͘ϱ ϭϮ͘ϲ
ϳϬ ϳ͘ϵ ϭϰ͘ϳ ϭϵ͘Ϯ ϭϭ͘ϴ
ϲϬ ϳ͘ϯ ϭϯ͘ϳ ϭϳ͘ϴ ϭϭ͘Ϭ
ϱϬ ϲ͘ϳ ϭϮ͘ϱ ϭϲ͘ϯ ϭϬ͘ϭ
ϰϬ ϲ͘Ϭ ϭϭ͘Ϯ ϭϰ͘ϲ ϵ͘Ϭ
ϯϬ ϱ͘ϯ ϵ͘ϴ ϭϮ͘ϳ ϳ͘ϵ
ϮϬ ϰ͘ϰ ϴ͘Ϭ ϭϬ͘ϰ ϲ͘ϱ
ϭϴ ϰ͘Ϯ ϳ͘ϲ ϵ͘ϵ ϲ͘Ϯ
ϭϲ ϰ͘Ϭ ϳ͘Ϯ ϵ͘ϯ ϱ͘ϴ
ϭϰ ϯ͘ϳ ϲ͘ϴ ϴ͘ϴ ϱ͘ϱ
ϭϮ ϯ͘ϱ ϲ͘ϯ ϴ͘ϭ ϱ͘ϭ
ϭϬ ϯ͘Ϯ ϱ͘ϴ ϳ͘ϰ ϰ͘ϳ
Page 609
Appendix C: ASCE 7-10 Tables and Figures
Appendix C features copies of Table 7-2 and Figure 7-3 (complete and author-simplified
versions) from the ASCE standard 7-10.
Page 610
FIGURE 7-3 Balanced and Unbalanced Loads for Curved Roofs
Page 611
SIMPLIFIED FIGURE 7-3 Balanced and Unbalanced Loads for Curved Roofs
Page 612
Appendix D: Load versus Curvature Graphs
Appendix D displays graphs showing the theoretical behavior of a lamella arch with two
different stiffness characteristics. Results are based on a finite element analysis
conducted by the author.
Dead Load Horizontal Reaction
Horizontal Reaction [Rx] (lbs)
Stiff
400 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-1 – Dead Load Horizontal Reaction.
Page 613
Dead Load Axial Force
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-200
Axial Force [Fx] (lbs)
-400
-600 Stiff
Flexible
-800
-1000
-1200
Rise/Span [T/S] (-)
Figure D-2 – Dead Load Axial Force.
Dead Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-1000
Moment [M] (in-lbs)
-2000
-3000 Stiff
Flexible
-4000
-5000
-6000
Rise/Span [T/S] (-)
Figure D-3 – Dead Load Negative Moment.
Page 614
Dead Load Positive Moment
Moment [M] (in-lbs)
3000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-4 – Dead Load Negative Moment.
Construction Load Horizontal Reaction
Horizontal Reaction [Rx] (lbs)
Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-5 – Dead Load Negative Moment.
Page 615
Construction Load Axial Force
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-500
Axial Force [Fx] (lbs)
-1000
Stiff
Flexible
-1500
-2000
-2500
Rise/Span [T/S] (-)
Figure D-6 – Dead Load Negative Moment.
Construction Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-1000
-2000
-3000
Moment [M] (in-lbs)
-4000
-5000 Stiff
Flexible
-6000
-7000
-8000
-9000
-10000
Rise/Span [T/S] (-)
Figure D-7 – Dead Load Negative Moment.
Page 616
Construction Load Positive Moment
Moment [M] (in-lbs)
6000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-8 – Dead Load Negative Moment.
Wind Load Horizontal Reaction
Horizontal Reaction [Rx] (lbs)
Stiff
600 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-9 – Dead Load Negative Moment.
Page 617
Wind Load Axial Force
Axial Force [Fx] (lbs)
800 Stiff
600 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-10 – Dead Load Negative Moment.
Wind Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-2000
-4000
-6000
Moment [M] (in-lbs)
-8000
-10000 Stiff
Flexible
-12000
-14000
-16000
-18000
-20000
Rise/Span [T/S] (-)
Figure D-11 – Dead Load Negative Moment.
Page 618
Wind Load Positive Moment
Moment [M] (in-lbs)
15000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-12 – Dead Load Negative Moment.
Drift Load Horizontal Reaction
Horizontal Reaction [Rx] (lbs)
Stiff
400 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-13 – Dead Load Negative Moment.
Page 619
Drift Load Axial Force
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-200
Axial Force [Fx] (lbs)
-400
-600 Stiff
Flexible
-800
-1000
-1200
Rise/Span [T/S] (-)
Figure D-14 – Dead Load Negative Moment.
Drift Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-2000
Moment [M] (in-lbs)
-4000
-6000 Stiff
Flexible
-8000
-10000
-12000
Rise/Span [T/S] (-)
Figure D-15 – Dead Load Negative Moment.
Page 620
Drift Load Positive Moment
Moment [M] (in-lbs)
6000 Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-16 – Dead Load Negative Moment.
Balanced Snow Load Horizontal Reaction
Horizontal Reaction [Rx] (lbs)
Stiff
Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-17 – Dead Load Negative Moment.
Page 621
Balanced Snow Load Axial Force
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-500
Axial Force [Fx] (lbs)
-1000
Stiff
Flexible
-1500
-2000
-2500
Rise/Span [T/S] (-)
Figure D-18 – Dead Load Negative Moment.
Balanced Snow Load Negative Moment
0.00 0.10 0.20 0.30 0.40 0.50 0.60
-1000
-2000
Moment [M] (in-lbs)
-3000
-4000
Stiff
-5000 Flexible
-6000
-7000
-8000
-9000
Rise/Span [T/S] (-)
Figure D-19 – Dead Load Negative Moment.
Page 622
Balanced Snow Load Positive Moment
Moment [M] (in-lbs)
Stiff
4000 Flexible
0.00 0.10 0.20 0.30 0.40 0.50 0.60
Rise/Span [T/S] (-)
Figure D-20 – Dead Load Negative Moment.
Page 623
Appendix E: Arched Roof Load Tables
Appendix E contains load tables developed by the author for use in the preliminary
design of a lamella roof.
Page 624
Table E-1 - 20 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϰϱ ϰϱϬ ϱϭϬ Ͳϰϴϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ Ͳϰϴϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ Ͳϰϴϱ ϯϲϲϱ
ϯ ϭϴ͘ϭϳ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϰϬϬ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϱϭϬ ϮϯϯϬ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϲϯϬ ϮϳϴϬ
ϰ ϭϰ͘ϱϬ ϮϱϬ ϮϴϬ ϯϳϬ Ͳϲϱϱ ϭϳϬϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϵϯϬ Ϯϭϲϱ ϮϱϬ ϮϴϬ ϯϳϬ ͲϭϮϬϱ ϮϲϯϬ
ϱ ϭϮ͘ϱϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϵϭϱ ϭϱϲϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϭϮϯϱ ϮϬϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϭϱϱϬ Ϯϰϱϱ
ϲ ϭϭ͘ϯϯ ϮϲϬ ϭϵϬ ϯϭϱ ͲϭϬϴϱ ϭϰϲϬ ϮϲϬ ϭϵϬ ϯϭϱ Ͳϭϰϭϱ ϭϴϴϬ ϮϲϬ ϭϵϬ ϯϭϱ Ͳϭϳϰϱ ϮϯϬϱ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϮϯϬ ϭϰϯϬ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϱϱϬ ϭϴϯϬ Ϯϲϱ ϭϲϱ ϯϬϱ Ͳϭϴϴϱ ϮϮϯϬ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϰϱ Ϯϵϱ ͲϭϱϬϬ ϭϱϵϱ Ϯϳϱ ϭϰϱ Ϯϵϱ Ͳϭϳϰϱ ϭϵϭϬ Ϯϳϱ ϭϰϱ Ϯϵϱ ͲϮϬϴϬ ϮϯϬϱ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϱϬ ϮϵϬ Ͳϭϵϴϱ ϭϵϳϱ ϮϴϬ ϭϱϬ ϮϵϬ Ͳϭϵϴϱ ϮϬϱϱ ϮϴϬ ϭϱϬ ϮϵϬ ͲϮϯϭϱ ϮϰϲϬ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϲϬ ϮϵϬ ͲϮϱϮϱ ϮϳϬϬ ϮϵϬ ϭϲϬ ϮϵϬ ͲϮϱϮϱ ϮϳϬϬ ϮϵϬ ϭϲϬ ϮϵϬ ͲϮϱϵϱ ϮϳϬϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
Page 625
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϳϱ ϱϬϱ ϱϲϱ Ͳϰϴϱ ϰϭϲϬ ϯϬϱ ϱϲϬ ϲϯϬ Ͳϰϴϱ ϰϲϴϬ ϯϯϱ ϲϭϱ ϲϵϱ Ͳϰϴϱ ϱϮϬϬ
ϯ ϭϴ͘ϭϳ Ϯϳϱ ϯϵϬ ϰϳϱ ͲϴϮϱ ϯϮϯϱ ϯϬϱ ϰϯϱ ϱϮϱ ͲϭϬϮϬ ϯϲϵϬ ϯϯϱ ϰϳϱ ϱϳϱ ͲϭϮϮϬ ϰϭϱϬ
ϰ ϭϰ͘ϱϬ ϮϴϬ ϯϭϬ ϰϭϬ Ͳϭϰϴϱ ϯϭϬϬ ϯϭϬ ϯϰϱ ϰϱϱ Ͳϭϳϲϱ ϯϱϳϬ ϯϰϬ ϯϳϱ ϱϬϬ ͲϮϬϱϬ ϰϬϰϱ
ϱ ϭϮ͘ϱϬ Ϯϳϱ ϮϱϬ ϯϳϱ ͲϭϴϳϬ ϮϵϭϬ ϯϬϬ ϮϴϬ ϰϭϱ ͲϮϭϵϱ ϯϯϳϬ ϯϯϬ ϯϬϱ ϰϱϱ ͲϮϱϮϬ ϯϴϮϱ
ϲ ϭϭ͘ϯϯ Ϯϲϱ ϮϬϱ ϯϰϱ ͲϮϬϴϬ ϮϳϮϱ ϮϵϬ ϮϯϬ ϯϴϬ ͲϮϰϭϱ ϯϭϰϱ ϯϭϱ ϮϱϬ ϰϭϱ ͲϮϳϱϱ ϯϱϳϬ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϳϬ ϯϭϬ ͲϮϮϭϱ ϮϲϯϬ Ϯϳϱ ϭϵϬ ϯϰϬ ͲϮϱϱϬ ϯϬϯϬ ϯϬϬ ϮϬϱ ϯϳϬ ͲϮϴϴϬ ϯϰϯϬ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϰϱ ϯϬϬ ͲϮϰϮϬ ϮϳϬϬ ϮϴϬ ϭϲϬ ϯϯϬ ͲϮϳϲϱ ϯϭϬϬ ϯϬϬ ϭϳϱ ϯϱϱ ͲϯϭϭϬ ϯϱϬϱ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϱϬ Ϯϵϱ ͲϮϲϱϱ ϮϴϴϬ Ϯϴϱ ϭϱϬ ϯϮϬ ͲϯϬϭϬ ϯϯϬϬ ϯϬϱ ϭϱϱ ϯϰϱ Ͳϯϯϲϱ ϯϳϮϬ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϲϬ ϮϵϬ ͲϮϵϰϱ ϯϭϯϱ ϮϵϬ ϭϲϬ ϯϭϱ ͲϯϮϵϱ ϯϱϲϱ ϯϭϬ ϭϲϬ ϯϰϱ Ͳϯϲϱϱ ϯϵϵϱ
Table E-1 - 20 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ ϯϵϱ ϳϯϬ ϴϮϬ Ͳϱϳϱ ϲϮϰϬ ϰϱϱ ϴϰϬ ϵϰϱ ͲϲϵϬ ϳϮϴϬ ϱϭϱ ϵϱϱ ϭϬϳϬ Ͳϴϭϱ ϴϯϮϬ
ϯ ϭϴ͘ϭϳ ϯϵϱ ϱϲϱ ϲϴϬ ͲϭϲϮϱ ϱϬϲϱ ϰϱϱ ϲϱϬ ϳϴϱ ͲϮϬϮϱ ϱϵϴϬ ϱϭϱ ϳϯϱ ϴϵϬ ͲϮϰϯϬ ϲϴϵϱ
ϰ ϭϰ͘ϱϬ ϰϬϬ ϰϰϱ ϱϵϬ ͲϮϲϭϱ ϰϵϵϬ ϰϲϬ ϱϭϱ ϲϴϬ ͲϯϭϴϬ ϱϵϰϬ ϱϮϬ ϱϴϬ ϳϳϬ Ͳϯϳϰϱ ϲϴϴϱ
ϱ ϭϮ͘ϱϬ ϯϴϱ ϯϲϬ ϱϯϱ Ͳϯϭϲϱ ϰϳϰϬ ϰϰϱ ϰϭϱ ϲϭϱ Ͳϯϴϭϱ ϱϲϱϱ ϱϬϬ ϰϲϱ ϲϵϱ ͲϰϰϲϬ ϲϱϲϱ
ϲ ϭϭ͘ϯϯ ϯϲϱ Ϯϵϱ ϰϴϱ ͲϯϰϯϬ ϰϰϮϱ ϰϭϱ ϯϯϱ ϱϲϬ ͲϰϭϭϬ ϱϮϴϱ ϰϳϬ ϯϴϬ ϲϯϬ Ͳϰϳϴϱ ϲϭϰϬ
ϳ ϭϬ͘ϲϰ ϯϰϱ ϮϰϬ ϰϯϱ Ͳϯϱϱϱ ϰϮϯϬ ϯϵϬ Ϯϳϱ ϰϵϱ ͲϰϮϯϱ ϱϬϯϱ ϰϰϬ ϯϭϱ ϱϱϱ Ͳϰϵϭϱ ϱϴϱϬ
ϴ ϭϬ͘Ϯϱ ϯϰϱ ϮϬϱ ϰϭϬ Ͳϯϳϵϱ ϰϯϮϬ ϯϵϬ Ϯϯϱ ϰϳϬ ͲϰϰϴϬ ϱϭϰϬ ϰϯϱ Ϯϲϱ ϱϮϱ Ͳϱϭϳϱ ϱϵϱϱ
ϵ ϭϬ͘Ϭϲ ϯϱϬ ϭϴϬ ϰϬϬ ͲϰϬϳϱ ϰϱϱϱ ϯϵϬ ϮϬϱ ϰϱϱ ͲϰϳϴϬ ϱϯϵϱ ϰϯϱ ϮϯϬ ϱϭϬ ͲϱϰϵϬ ϲϮϯϬ
ϭϬ ϭϬ͘ϬϬ ϯϱϱ ϭϲϬ ϯϵϱ Ͳϰϯϴϱ ϰϴϱϬ ϰϬϬ ϭϴϬ ϰϰϱ ͲϱϭϮϬ ϱϳϯϬ ϰϰϬ ϮϬϬ ϱϬϬ ͲϱϴϱϬ ϲϲϭϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
Page 626 ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ ϱϳϱ ϭϬϲϱ ϭϮϬϬ ͲϭϬϮϬ ϵϯϲϬ ϲϯϱ ϭϭϴϬ ϭϯϮϱ ͲϭϮϮϱ ϭϬϰϭϬ ϲϵϱ ϭϮϵϬ ϭϰϱϬ Ͳϭϰϯϱ ϭϭϰϱϱ
ϯ ϭϴ͘ϭϳ ϱϳϱ ϴϮϬ ϵϵϱ ͲϮϴϯϬ ϳϴϭϬ ϲϯϱ ϵϭϬ ϭϭϬϬ ͲϯϮϯϬ ϴϳϯϬ ϲϵϱ ϵϵϱ ϭϮϬϱ ͲϯϲϰϬ ϵϲϰϱ
ϰ ϭϰ͘ϱϬ ϱϴϬ ϲϱϬ ϴϲϬ ͲϰϯϭϬ ϳϴϯϬ ϲϰϬ ϳϭϱ ϵϱϬ Ͳϰϴϳϱ ϴϳϴϬ ϳϬϬ ϳϴϱ ϭϬϰϬ ͲϱϰϰϬ ϵϳϮϱ
ϱ ϭϮ͘ϱϬ ϱϱϱ ϱϮϬ ϳϳϱ ͲϱϭϭϬ ϳϰϴϬ ϲϭϬ ϱϳϱ ϴϱϱ ͲϱϳϲϬ ϴϯϵϱ ϲϳϬ ϲϯϬ ϵϯϱ ͲϲϰϬϱ ϵϯϭϬ
ϲ ϭϭ͘ϯϯ ϱϮϬ ϰϮϱ ϳϬϬ Ͳϱϰϲϱ ϳϬϬϬ ϱϳϬ ϰϲϱ ϳϳϬ ͲϲϭϰϬ ϳϴϱϱ ϲϮϱ ϱϭϬ ϴϰϱ ͲϲϴϮϬ ϴϳϭϱ
ϳ ϭϬ͘ϲϰ ϰϴϱ ϯϱϬ ϲϭϱ Ͳϱϱϵϱ ϲϲϲϬ ϱϯϬ ϯϴϱ ϲϳϱ ͲϲϮϳϱ ϳϰϳϱ ϱϳϱ ϰϮϬ ϳϰϬ Ͳϲϵϱϱ ϴϮϵϬ
ϴ ϭϬ͘Ϯϱ ϰϴϬ Ϯϵϱ ϱϴϬ Ͳϱϴϳϱ ϲϳϳϱ ϱϮϱ ϯϮϱ ϲϰϬ Ͳϲϱϳϱ ϳϱϵϬ ϱϲϱ ϯϱϱ ϲϵϱ ͲϳϮϳϬ ϴϰϭϬ
ϵ ϭϬ͘Ϭϲ ϰϴϬ Ϯϱϱ ϱϲϬ ͲϲϮϬϬ ϳϬϳϬ ϱϮϱ ϮϴϬ ϲϭϱ ͲϲϵϬϱ ϳϵϭϬ ϱϲϱ ϯϬϱ ϲϳϬ ͲϳϲϮϱ ϴϳϰϱ
ϭϬ ϭϬ͘ϬϬ ϰϴϱ ϮϮϬ ϱϱϱ Ͳϲϱϴϱ ϳϰϵϱ ϱϯϬ Ϯϰϱ ϲϬϱ Ͳϳϯϭϱ ϴϯϴϬ ϱϳϬ Ϯϲϱ ϲϲϬ ͲϴϬϱϬ ϵϮϲϱ
Table E-2 - 30 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ Ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϯϲϱ ϳϴϱ ϴϲϱ Ͳϳϴϱ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϬϭϬ ϰϵϵϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϮϯϬ ϱϵϲϱ
ϰ ϯϬ͘ϭϯ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϬϭϬ ϯϮϳϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϱϬϬ ϰϭϱϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϮϬϬϬ ϱϬϯϱ
ϱ Ϯϱ͘ϬϬ ϯϳϬ ϱϭϱ ϲϯϬ ͲϭϱϳϬ ϯϭϵϬ ϯϳϬ ϱϭϱ ϲϯϬ ͲϮϭϵϬ ϰϭϮϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϮϴϭϱ ϱϬϲϱ
ϲ Ϯϭ͘ϳϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϮϬϬϬ ϯϭϱϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϮϳϭϱ ϰϭϯϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϯϰϮϱ ϱϭϭϱ
ϳ ϭϵ͘ϱϳ ϯϴϬ ϯϳϱ ϱϮϱ ͲϮϯϬϱ ϯϬϴϱ ϯϴϬ ϯϳϱ ϱϮϱ ͲϯϬϳϬ ϰϬϲϬ ϯϴϬ ϯϳϱ ϱϮϱ Ͳϯϴϯϱ ϱϬϯϱ
ϴ ϭϴ͘Ϭϲ ϯϴϱ ϯϯϬ ϰϵϱ ͲϮϱϮϬ ϮϵϵϬ ϯϴϱ ϯϯϬ ϰϵϱ ͲϯϮϵϱ ϯϵϯϬ ϯϴϱ ϯϯϬ ϰϵϱ ͲϰϬϴϱ ϰϴϳϬ
ϵ ϭϳ͘ϬϬ ϯϵϬ ϮϵϬ ϰϳϱ ͲϮϲϵϬ ϮϵϯϬ ϯϵϬ ϮϵϬ ϰϳϱ ͲϯϰϳϬ ϯϴϯϬ ϯϵϬ ϮϵϬ ϰϳϱ ͲϰϮϱϬ ϰϳϯϱ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϴϱϬ Ϯϵϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϯϲϮϱ ϯϴϬϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϰϰϬϬ ϰϲϲϱ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϯϬϰϱ ϯϬϭϬ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϯϴϭϬ ϯϴϲϱ ϰϬϬ Ϯϯϱ ϰϱϬ Ͳϰϱϴϱ ϰϳϰϬ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ Ϯϭϱ ϰϰϱ Ͳϯϱϭϱ ϯϯϰϱ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϰϬϲϱ ϰϬϱϬ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϰϴϱϬ ϰϵϭϱ
Page 627 ϭϯ ϭϱ͘ϭϱ ϰϭϱ 220 ϰϰϬ ͲϰϮϬϱ ϰϬϱϱ ϰϭϱ ϮϮϬ ϰϰϬ Ͳϰϯϳϱ ϰϮϴϬ ϰϭϱ ϮϮϬ ϰϰϬ ͲϱϭϰϬ ϱϭϴϬ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ Ϯϯϱ ϰϯϱ Ͳϰϵϱϱ ϱϬϲϬ ϰϮϱ Ϯϯϱ ϰϯϱ Ͳϰϵϱϱ ϱϬϲϬ ϰϮϱ Ϯϯϱ ϰϯϱ ͲϱϱϮϱ ϱϱϬϱ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ ϮϰϬ ϰϯϬ Ͳϱϳϲϱ ϲϬϴϱ ϰϯϬ ϮϰϬ ϰϯϬ Ͳϱϳϲϱ ϲϬϴϱ ϰϯϬ ϮϰϬ ϰϯϬ ͲϱϵϮϱ ϲϬϴϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϰϭϬ ϴϳϱ ϵϲϬ ͲϭϱϵϬ ϲϵϯϱ ϰϱϱ ϵϳϱ ϭϬϳϬ ͲϮϬϬϬ ϳϵϭϬ ϱϬϬ ϭϬϳϱ ϭϭϳϱ ͲϮϰϭϱ ϴϴϴϬ
ϰ ϯϬ͘ϭϯ ϰϭϬ ϲϵϱ ϴϬϱ ͲϮϱϬϱ ϱϵϭϱ ϰϱϱ ϳϳϱ ϴϵϬ ͲϯϬϭϱ ϲϳϵϱ ϱϬϬ ϴϱϬ ϵϴϬ ͲϯϱϮϱ ϳϲϳϱ
ϱ Ϯϱ͘ϬϬ ϰϭϱ ϱϳϱ ϳϬϬ Ͳϯϰϯϱ ϲϬϬϱ ϰϲϬ ϲϯϱ ϳϳϱ ͲϰϬϲϬ ϲϵϰϬ ϱϬϱ ϳϬϬ ϴϱϱ Ͳϰϲϴϱ ϳϴϴϬ
ϲ Ϯϭ͘ϳϱ ϰϮϬ ϰϴϱ ϲϯϬ ͲϰϭϰϬ ϲϭϬϬ ϰϲϱ ϱϯϱ ϳϬϬ ͲϰϴϱϬ ϳϬϴϬ ϱϭϬ ϱϵϬ ϳϳϬ Ͳϱϱϲϱ ϴϬϲϱ
ϳ ϭϵ͘ϱϳ ϰϭϱ ϰϭϱ ϱϴϬ ͲϰϲϬϬ ϲϬϭϬ ϰϱϱ ϰϲϬ ϲϰϬ ͲϱϯϳϬ ϲϵϴϱ ϱϬϬ ϱϬϱ ϳϬϱ Ͳϲϭϯϱ ϳϵϲϬ
ϴ ϭϴ͘Ϭϲ ϰϬϱ ϯϲϬ ϱϱϬ Ͳϰϴϳϱ ϱϴϭϬ ϰϰϱ ϰϬϬ ϲϭϬ Ͳϱϲϲϱ ϲϳϱϱ ϰϴϱ ϰϯϱ ϲϲϱ ͲϲϰϲϬ ϳϲϵϱ
ϵ ϭϳ͘ϬϬ ϯϵϱ ϯϭϱ ϱϭϱ ͲϱϬϱϬ ϱϲϯϱ ϰϯϬ ϯϰϱ ϱϳϬ ͲϱϴϱϬ ϲϱϱϬ ϰϳϬ ϯϴϬ ϲϮϱ ͲϲϲϱϬ ϳϰϳϬ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ Ϯϳϱ ϰϴϱ Ͳϱϭϳϱ ϱϱϲϬ ϰϮϬ ϯϬϱ ϱϯϬ ͲϱϵϳϬ ϲϰϱϬ ϰϱϱ ϯϯϱ ϱϴϬ Ͳϲϳϲϱ ϳϯϰϱ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϰϱ ϰϲϬ Ͳϱϯϲϱ ϱϲϭϱ ϰϭϱ ϮϳϬ ϱϬϱ ͲϲϭϰϬ ϲϰϵϱ ϰϱϬ Ϯϵϱ ϱϱϬ Ͳϲϵϭϱ ϳϯϳϬ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ ϮϮϬ ϰϱϬ Ͳϱϲϯϱ ϱϳϴϱ ϰϭϱ Ϯϰϱ ϰϵϬ ͲϲϰϮϱ ϲϲϱϱ ϰϱϬ Ϯϲϱ ϱϯϱ ͲϳϮϭϬ ϳϱϰϱ
ϭϯ ϭϱ͘ϭϱ ϰϭϱ ϮϮϬ ϰϰϬ Ͳϱϵϰϱ ϲϬϴϱ ϰϮϬ ϮϮϬ ϰϴϬ Ͳϲϳϰϱ ϲϵϴϱ ϰϱϱ ϮϰϬ ϱϮϬ Ͳϳϱϰϱ ϳϴϵϬ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ Ϯϯϱ ϰϰϬ ͲϲϯϭϬ ϲϰϮϱ ϰϮϱ Ϯϯϱ ϰϴϬ ͲϳϭϯϬ ϳϯϳϬ ϰϲϬ Ϯϯϱ ϱϭϱ Ͳϳϵϰϱ ϴϯϭϬ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ ϮϰϬ ϰϯϱ ͲϲϳϮϱ ϲϴϳϬ ϰϯϱ ϮϰϬ ϰϳϱ ͲϳϱϮϱ ϳϴϭϱ ϰϲϱ ϮϰϬ ϱϭϱ Ͳϴϯϱϱ ϴϳϲϱ
Table E-2 - 30 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ Ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϱϵϬ ϭϮϳϬ ϭϯϵϬ ͲϯϮϱϬ ϭϬϴϮϱ ϲϴϬ ϭϰϲϱ ϭϲϬϱ ͲϰϬϴϬ ϭϮϳϲϱ ϳϳϬ ϭϲϲϬ ϭϴϮϬ Ͳϰϵϭϱ ϭϰϳϭϬ
ϰ ϯϬ͘ϭϯ ϱϵϬ ϭϬϬϱ ϭϭϲϬ Ͳϰϱϰϱ ϵϰϰϬ ϲϴϬ ϭϭϲϬ ϭϯϰϬ ͲϱϱϳϬ ϭϭϮϭϬ ϳϳϬ ϭϯϭϱ ϭϱϭϱ ͲϲϱϵϬ ϭϮϵϴϬ
ϱ Ϯϱ͘ϬϬ ϱϵϱ ϴϮϱ ϭϬϭϬ Ͳϱϵϯϱ ϵϳϱϱ ϲϴϱ ϵϱϱ ϭϭϲϱ Ͳϳϭϴϱ ϭϭϲϯϱ ϳϳϱ ϭϬϴϬ ϭϯϮϬ ͲϴϰϰϬ ϭϯϱϮϬ
ϲ Ϯϭ͘ϳϱ ϲϬϬ ϲϵϱ ϵϭϬ Ͳϲϵϵϱ ϭϬϬϮϱ ϲϵϬ ϴϬϱ ϭϬϰϱ Ͳϴϰϯϱ ϭϭϵϵϬ ϳϴϬ ϵϭϬ ϭϭϴϱ Ͳϵϴϳϱ ϭϯϵϱϱ
ϳ ϭϵ͘ϱϳ ϱϴϱ ϱϵϱ ϴϯϬ ͲϳϲϳϬ ϵϵϭϬ ϲϳϱ ϲϴϱ ϵϱϱ ͲϵϮϭϱ ϭϭϴϲϬ ϳϲϬ ϳϳϱ ϭϬϴϬ ͲϭϬϳϲϱ ϭϯϴϮϱ
ϴ ϭϴ͘Ϭϲ ϱϳϬ ϱϭϱ ϳϴϱ ͲϴϬϰϬ ϵϲϬϬ ϲϱϬ ϱϵϬ ϵϬϬ ͲϵϲϮϱ ϭϭϱϬϱ ϳϯϱ ϲϳϬ ϭϬϮϬ ͲϭϭϮϬϱ ϭϯϰϭϱ
ϵ ϭϳ͘ϬϬ ϱϱϬ ϰϰϱ ϳϯϬ ͲϴϮϰϱ ϵϯϭϬ ϲϮϱ ϱϭϱ ϴϰϬ ͲϵϴϰϬ ϭϭϭϱϱ ϳϬϬ ϱϴϬ ϵϰϱ ͲϭϭϰϰϬ ϭϮϵϵϱ
ϭϬ ϭϲ͘Ϯϱ ϱϯϬ ϯϵϬ ϲϴϬ Ͳϴϯϱϱ ϵϭϯϬ ϲϬϬ ϰϱϬ ϳϳϱ ͲϵϵϱϬ ϭϬϵϭϱ ϲϳϬ ϱϬϱ ϴϳϱ ͲϭϭϱϰϬ ϭϮϳϬϬ
ϭϭ ϭϱ͘ϳϯ ϱϭϱ ϯϰϱ ϲϰϬ ͲϴϱϬϬ ϵϭϮϬ ϱϴϱ ϰϬϬ ϳϮϱ ͲϭϬϬϵϬ ϭϬϴϳϬ ϲϱϱ ϰϱϬ ϴϭϱ ͲϭϭϲϴϬ ϭϮϲϮϱ
ϭϮ ϭϱ͘ϯϴ ϱϭϱ ϯϭϬ ϲϮϬ ͲϴϳϵϬ ϵϯϯϱ ϱϴϱ ϯϱϱ ϳϬϱ ͲϭϬϯϴϱ ϭϭϭϮϱ ϲϱϬ ϰϬϬ ϳϴϱ ͲϭϮϬϬϬ ϭϮϵϭϬ
Page 628 ϭϯ ϭϱ͘ϭϱ ϱϮϬ ϮϴϬ ϲϬϱ ͲϵϭϱϬ ϵϲϵϬ ϱϴϱ ϯϮϱ ϲϴϱ ͲϭϬϳϱϬ ϭϭϰϵϱ ϲϱϬ ϯϲϱ ϳϲϱ ͲϭϮϯϱϱ ϭϯϯϬϬ
ϭϰ ϭϱ͘Ϭϰ ϱϮϱ Ϯϱϱ ϱϵϱ Ͳϵϱϴϱ ϭϬϭϵϱ ϱϵϬ Ϯϵϱ ϲϳϱ ͲϭϭϮϮϱ ϭϮϬϴϬ ϲϱϱ ϯϯϬ ϳϱϱ ͲϭϮϴϲϱ ϭϯϵϲϱ
ϭϱ ϭϱ͘ϬϬ ϱϯϬ ϮϰϬ ϱϵϬ ͲϭϬϬϮϱ ϭϬϲϲϬ ϱϵϱ ϮϳϬ ϲϳϬ ͲϭϭϲϵϬ ϭϮϲϭϱ ϲϲϬ ϯϬϬ ϳϱϬ ͲϭϯϯϲϬ ϭϰϱϳϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϴϲϬ ϭϴϱϱ ϮϬϯϱ ͲϱϳϱϬ ϭϲϲϱϱ ϵϱϬ ϮϬϱϱ ϮϮϱϬ ͲϲϱϵϬ ϭϴϱϵϱ ϭϬϰϬ ϮϮϱϬ Ϯϰϲϱ Ͳϳϰϯϱ ϮϬϱϰϱ
ϰ ϯϬ͘ϭϯ ϴϲϬ ϭϰϳϬ ϭϲϵϱ ͲϳϲϭϬ ϭϰϳϱϱ ϵϱϱ ϭϲϮϱ ϭϴϳϱ Ͳϴϲϯϱ ϭϲϱϯϬ ϭϬϰϱ ϭϳϴϬ ϮϬϱϬ Ͳϵϲϱϱ ϭϴϯϬϱ
ϱ Ϯϱ͘ϬϬ ϴϲϱ ϭϮϬϱ ϭϰϳϬ ͲϵϳϬϬ ϭϱϰϭϬ ϵϱϱ ϭϯϯϱ ϭϲϮϱ ͲϭϬϵϲϬ ϭϳϮϵϱ ϭϬϰϱ ϭϰϲϬ ϭϳϴϬ ͲϭϮϮϮϬ ϭϵϭϴϱ
ϲ Ϯϭ͘ϳϱ ϴϳϬ ϭϬϭϱ ϭϯϮϱ Ͳϭϭϯϭϱ ϭϱϵϮϬ ϵϲϬ ϭϭϮϬ ϭϰϲϬ ͲϭϮϳϱϱ ϭϳϴϴϬ ϭϬϱϬ ϭϮϯϬ ϭϲϬϬ Ͳϭϰϭϵϱ ϭϵϴϰϱ
ϳ ϭϵ͘ϱϳ ϴϱϬ ϴϲϱ ϭϮϬϱ ͲϭϮϯϭϱ ϭϱϳϵϬ ϵϯϱ ϵϱϱ ϭϯϯϬ ͲϭϯϴϲϬ ϭϳϳϱϱ ϭϬϮϱ ϭϬϰϱ ϭϰϱϱ ͲϭϱϰϭϬ ϭϵϳϭϱ
ϴ ϭϴ͘Ϭϲ ϴϭϱ ϳϰϱ ϭϭϯϱ ͲϭϮϴϬϬ ϭϱϯϮϬ ϵϬϬ ϴϮϬ ϭϮϱϬ Ͳϭϰϯϵϱ ϭϳϮϯϬ ϵϴϬ ϵϬϬ ϭϯϳϬ Ͳϭϱϵϵϱ ϭϵϭϯϱ
ϵ ϭϳ͘ϬϬ ϳϴϬ ϲϰϱ ϭϬϱϱ ͲϭϯϬϯϱ ϭϰϴϯϱ ϴϱϱ ϳϭϬ ϭϭϲϬ Ͳϭϰϲϯϱ ϭϲϲϳϱ ϵϯϱ ϳϴϬ ϭϮϳϬ ͲϭϲϮϯϬ ϭϴϱϮϬ
ϭϬ ϭϲ͘Ϯϱ ϳϰϱ ϱϲϱ ϵϳϬ ͲϭϯϭϯϬ ϭϰϰϵϬ ϴϭϱ ϲϮϬ ϭϬϲϱ ͲϭϰϳϮϬ ϭϲϮϳϱ ϴϴϱ ϲϴϬ ϭϭϲϱ Ͳϭϲϯϭϱ ϭϴϬϲϬ
ϭϭ ϭϱ͘ϳϯ ϳϮϬ ϱϬϬ ϵϬϱ ͲϭϯϮϳϬ ϭϰϯϳϱ ϳϵϬ ϱϱϬ ϵϵϱ ͲϭϰϴϲϬ ϭϲϭϮϱ ϴϱϱ ϲϬϬ ϭϬϴϱ ͲϭϲϰϱϬ ϭϳϴϴϬ
ϭϮ ϭϱ͘ϯϴ ϳϭϱ ϰϰϱ ϴϳϬ ͲϭϯϲϭϬ ϭϰϳϬϬ ϳϴϱ ϰϵϬ ϵϱϱ ͲϭϱϮϮϬ ϭϲϰϴϱ ϴϱϬ ϱϯϱ ϭϬϰϬ ͲϭϲϴϯϬ ϭϴϮϳϱ
ϭϯ ϭϱ͘ϭϱ ϳϭϱ ϰϬϱ ϴϱϬ Ͳϭϯϵϴϱ ϭϱϭϬϱ ϳϴϬ ϰϰϱ ϵϯϬ ͲϭϱϲϮϬ ϭϲϵϭϬ ϴϰϱ ϰϴϱ ϭϬϭϱ ͲϭϳϮϱϱ ϭϴϳϭϬ
ϭϰ ϭϱ͘Ϭϰ ϳϮϬ ϯϲϱ ϴϯϱ ͲϭϰϱϬϬ ϭϱϴϱϬ ϳϴϱ ϰϬϱ ϵϮϬ ͲϭϲϭϰϬ ϭϳϳϰϬ ϴϱϬ ϰϰϬ ϭϬϬϬ ͲϭϳϴϬϬ ϭϵϲϮϱ
ϭϱ ϭϱ͘ϬϬ ϳϮϱ ϯϯϱ ϴϯϬ ͲϭϱϬϮϱ ϭϲϱϮϱ ϳϵϬ ϯϳϬ ϵϭϬ Ͳϭϲϲϵϱ ϭϴϰϴϬ ϴϱϱ ϰϬϬ ϵϴϱ Ͳϭϴϯϲϱ ϮϬϰϯϱ
Table E-3 - 40 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϭϳϮϱ ϱϴϲϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϮϱϲϱ ϳϰϯϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϯϰϰϬ ϵϬϬϬ
ϱ ϰϮ͘ϱϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϮϯϬϱ ϱϭϴϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϯϮϴϱ ϲϲϳϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϰϮϲϱ ϴϭϳϬ
ϲ ϯϲ͘ϯϯ ϰϵϬ ϳϳϬ ϵϭϬ ͲϮϵϬϱ ϱϬϱϱ ϰϵϬ ϳϳϬ ϵϭϬ Ͳϯϵϵϱ ϲϱϵϬ ϰϵϬ ϳϳϬ ϵϭϬ ͲϱϬϴϱ ϴϭϯϬ
ϳ ϯϮ͘Ϭϳ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϯϰϲϱ ϱϭϰϬ ϰϵϱ ϲϳϬ ϴϮϱ ͲϰϲϴϬ ϲϳϲϱ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϱϴϵϱ ϴϯϵϬ
ϴ Ϯϵ͘ϬϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϯϵϯϬ ϱϮϬϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϱϮϱϬ ϲϴϵϬ ϱϬϬ ϱϴϱ ϳϲϬ Ͳϲϱϲϱ ϴϱϴϬ
ϵ Ϯϲ͘ϳϮ ϱϬϱ ϱϮϱ ϳϭϱ ͲϰϮϴϬ ϱϭϳϱ ϱϬϱ ϱϮϱ ϳϭϱ Ͳϱϲϲϱ ϲϴϲϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϳϬϱϬ ϴϱϰϱ
ϭϬ Ϯϱ͘ϬϬ ϱϭϬ ϰϳϬ ϲϴϬ Ͳϰϱϯϱ ϱϬϴϱ ϱϭϬ ϰϳϬ ϲϴϬ Ͳϱϵϱϱ ϲϳϱϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϳϯϴϬ ϴϰϯϬ
ϭϭ Ϯϯ͘ϲϴ ϱϭϱ ϰϯϬ ϲϱϱ Ͳϰϳϰϱ ϱϬϭϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϲϭϳϬ ϲϲϰϱ ϱϭϱ ϰϯϬ ϲϱϱ ͲϳϲϭϬ ϴϮϳϱ
ϭϮ ϮϮ͘ϲϳ ϱϮϬ ϯϵϬ ϲϯϱ Ͳϰϵϰϱ ϰϵϴϱ ϱϮϬ ϯϵϬ ϲϯϱ Ͳϲϯϰϱ ϲϱϲϬ ϱϮϬ ϯϵϬ ϲϯϱ ͲϳϳϴϬ ϴϭϯϬ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϲϬ ϲϮϬ ͲϱϭϯϬ ϱϬϬϬ ϱϮϱ ϯϲϬ ϲϮϬ ͲϲϱϯϬ ϲϱϮϱ ϱϮϱ ϯϲϬ ϲϮϬ ͲϳϵϯϬ ϴϬϵϱ
Page 629 ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ 330 ϲϬϱ ͲϱϯϭϬ ϱϬϳϬ ϱϯϬ ϯϯϬ ϲϬϱ Ͳϲϲϵϱ ϲϱϵϬ ϱϯϬ ϯϯϬ ϲϬϱ ͲϴϬϴϬ ϴϭϬϱ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϲϮϬ ϱϮϴϬ ϱϯϱ ϯϭϬ ϱϵϱ Ͳϲϵϵϱ ϲϳϱϱ ϱϯϱ ϯϭϬ ϱϵϱ Ͳϴϯϵϱ ϴϯϬϱ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϲϯϰϬ ϲϬϰϱ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϳϯϭϬ ϳϬϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϴϳϮϱ ϴϱϳϱ
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ Ϯϴϱ ϱϴϱ ͲϳϮϯϱ ϳϬϵϬ ϱϱϬ Ϯϴϱ ϱϴϱ ͲϳϳϬϱ ϳϯϳϬ ϱϱϬ Ϯϴϱ ϱϴϱ ͲϵϬϵϱ ϴϵϰϬ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϮϵϬ ϱϴϬ Ͳϴϭϵϱ ϴϮϴϬ ϱϲϬ ϮϵϬ ϱϴϬ Ͳϴϭϵϱ ϴϮϴϬ ϱϲϬ ϮϵϬ ϱϴϬ ͲϵϱϰϬ ϵϯϰϱ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ ϯϭϬ ϱϳϱ ͲϵϮϭϱ ϵϵϱϱ ϱϲϱ ϯϭϬ ϱϳϱ ͲϵϮϭϱ ϵϵϱϱ ϱϲϱ ϯϭϬ ϱϳϱ ͲϭϬϬϱϬ ϵϵϱϱ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ ϯϭϱ ϱϳϱ ͲϭϬϯϬϬ ϭϭϱϲϬ ϱϳϱ ϯϭϱ ϱϳϱ ͲϭϬϯϬϬ ϭϭϱϲϬ ϱϳϱ ϯϭϱ ϱϳϱ ͲϭϬϱϵϬ ϭϭϱϲϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϱϰϱ ϭϮϰϬ ϭϯϰϱ ͲϰϯϰϬ ϭϬϱϴϱ ϲϬϱ ϭϯϳϱ ϭϰϵϱ ͲϱϮϯϱ ϭϮϭϳϱ ϲϲϱ ϭϱϭϱ ϭϲϰϱ ͲϲϭϯϬ ϭϯϳϲϱ
ϱ ϰϮ͘ϱϬ ϱϰϱ ϭϬϮϬ ϭϭϱϬ ͲϱϮϰϬ ϵϲϳϱ ϲϬϱ ϭϭϯϬ ϭϮϳϱ ͲϲϮϮϬ ϭϭϭϴϱ ϲϲϱ ϭϮϰϱ ϭϰϬϱ ͲϳϮϬϬ ϭϮϲϵϬ
ϲ ϯϲ͘ϯϯ ϱϱϬ ϴϲϬ ϭϬϭϱ ͲϲϭϴϬ ϵϲϴϱ ϲϭϬ ϵϱϱ ϭϭϮϱ ͲϳϮϳϬ ϭϭϮϯϱ ϲϳϬ ϭϬϱϬ ϭϮϰϬ Ͳϴϯϳϱ ϭϮϳϴϱ
ϳ ϯϮ͘Ϭϳ ϱϱϬ ϳϰϱ ϵϮϬ Ͳϳϭϭϱ ϭϬϬϭϬ ϲϭϬ ϴϮϱ ϭϬϮϬ Ͳϴϯϰϱ ϭϭϲϯϱ ϲϳϬ ϵϭϬ ϭϭϮϬ Ͳϵϱϳϱ ϭϯϮϳϬ
ϴ Ϯϵ͘ϬϬ ϱϱϱ ϲϱϱ ϴϱϬ Ͳϳϴϴϱ ϭϬϮϳϬ ϲϭϱ ϳϮϱ ϵϰϬ ͲϵϮϮϬ ϭϭϵϲϱ ϲϳϱ ϴϬϬ ϭϬϯϱ ͲϭϬϱϱϱ ϭϯϲϱϱ
ϵ Ϯϲ͘ϳϮ ϱϱϬ ϱϴϬ ϳϵϬ Ͳϴϰϯϱ ϭϬϮϱϬ ϲϭϬ ϲϰϱ ϴϳϱ ͲϵϴϮϱ ϭϭϵϲϬ ϲϳϬ ϳϭϬ ϵϲϬ ͲϭϭϮϮϱ ϭϯϲϲϱ
ϭϬ Ϯϱ͘ϬϬ ϱϰϱ ϱϮϬ ϳϱϱ ͲϴϴϬϬ ϭϬϭϭϬ ϲϬϬ ϱϳϱ ϴϯϱ ͲϭϬϮϮϱ ϭϭϳϵϱ ϲϱϱ ϲϯϬ ϵϭϱ Ͳϭϭϲϰϱ ϭϯϰϳϱ
ϭϭ Ϯϯ͘ϲϴ ϱϯϱ ϰϲϱ ϳϮϬ ͲϵϬϱϬ ϵϵϭϬ ϱϵϬ ϱϭϱ ϴϬϬ ͲϭϬϰϵϬ ϭϭϱϰϱ ϲϰϬ ϱϲϱ ϴϳϱ ͲϭϭϵϮϱ ϭϯϭϳϱ
ϭϮ ϮϮ͘ϲϳ ϱϮϱ ϰϮϬ ϲϵϬ ͲϵϮϮϬ ϵϳϭϬ ϱϳϱ ϰϲϱ ϳϲϬ ͲϭϬϲϲϱ ϭϭϯϭϱ ϲϮϱ ϱϭϬ ϴϯϱ ͲϭϮϭϬϱ ϭϮϵϮϱ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϴϬ ϲϱϱ Ͳϵϯϱϱ ϵϲϲϱ ϱϲϱ ϰϮϬ ϳϮϱ ͲϭϬϳϵϬ ϭϭϮϯϱ ϲϭϬ ϰϲϬ ϳϵϬ ͲϭϮϮϯϬ ϭϮϴϬϱ
ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ ϯϱϬ ϲϮϬ Ͳϵϰϲϱ ϵϲϮϱ ϱϱϬ ϯϴϱ ϲϴϱ ͲϭϬϴϲϬ ϭϭϭϰϬ ϲϬϬ ϰϮϬ ϳϰϱ ͲϭϮϮϴϬ ϭϮϲϲϬ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϮϬ ϲϭϬ ͲϵϳϵϬ ϵϴϱϱ ϱϱϬ ϯϱϱ ϲϲϱ ͲϭϭϭϵϬ ϭϭϰϬϱ ϱϵϱ ϯϴϱ ϳϮϱ ͲϭϮϱϵϬ ϭϮϵϱϬ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ Ϯϵϱ ϱϵϱ ͲϭϬϭϯϱ ϭϬϬϵϱ ϱϱϱ ϯϮϱ ϲϱϱ ͲϭϭϱϱϬ ϭϭϲϯϬ ϲϬϬ ϯϱϱ ϳϭϬ ͲϭϮϵϲϬ ϭϯϮϬϱ 165
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ Ϯϴϱ ϱϵϬ ͲϭϬϱϮϬ ϭϬϱϭϬ ϱϲϬ ϯϬϱ ϲϰϱ Ͳϭϭϵϰϱ ϭϮϬϴϱ ϲϬϬ ϯϯϬ ϳϬϬ Ͳϭϯϯϳϱ ϭϯϲϱϱ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϮϵϬ ϱϴϱ ͲϭϬϵϳϬ ϭϬϵϳϬ ϱϲϱ ϮϵϬ ϲϰϬ ͲϭϮϰϮϬ ϭϮϲϬϬ ϲϭϬ ϯϭϬ ϲϵϬ Ͳϭϯϴϲϱ ϭϰϮϮϱ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ ϯϭϬ ϱϴϬ ͲϭϭϰϲϬ ϭϭϰϱϬ ϱϳϬ ϯϭϬ ϲϯϱ ͲϭϮϵϮϬ ϭϯϭϭϬ ϲϭϱ ϯϭϬ ϲϴϱ ͲϭϰϯϵϬ ϭϰϳϵϬ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ ϯϭϱ ϱϴϬ ͲϭϮϬϮϬ ϭϮϬϵϬ ϱϴϬ ϯϭϱ ϲϯϬ Ͳϭϯϰϰϱ ϭϯϳϲϱ ϲϮϬ ϯϭϱ ϲϴϱ Ͳϭϰϵϯϱ ϭϱϰϰϱ
Table E-3 - 40 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϳϴϱ ϭϳϵϬ ϭϵϰϱ ͲϳϵϮϱ ϭϲϵϰϱ ϵϬϱ ϮϬϳϬ ϮϮϱϬ ͲϵϳϮϬ ϮϬϭϮϱ ϭϬϮϱ Ϯϯϰϱ ϮϱϱϬ Ͳϭϭϱϭϱ ϮϯϯϬϱ
ϱ ϰϮ͘ϱϬ ϳϴϱ ϭϰϳϬ ϭϲϲϬ Ͳϵϭϱϱ ϭϱϳϬϱ ϵϬϱ ϭϳϬϬ ϭϵϭϱ ͲϭϭϭϯϬ ϭϴϳϮϬ ϭϬϮϱ ϭϵϮϱ ϮϭϳϬ ͲϭϯϭϬϬ ϮϭϳϯϬ
ϲ ϯϲ͘ϯϯ ϳϵϬ ϭϮϰϱ ϭϰϲϬ ͲϭϬϱϴϬ ϭϱϴϵϬ ϵϭϬ ϭϰϯϱ ϭϲϴϱ ͲϭϮϳϴϱ ϭϴϵϵϱ ϭϬϯϬ ϭϲϮϱ ϭϵϭϬ ͲϭϰϵϵϬ ϮϮϬϵϱ
ϳ ϯϮ͘Ϭϳ ϳϵϱ ϭϬϳϱ ϭϯϮϱ ͲϭϮϬϯϬ ϭϲϱϰϱ ϵϭϱ ϭϮϰϬ ϭϱϮϱ ͲϭϰϰϵϬ ϭϵϴϭϱ ϭϬϯϱ ϭϰϬϱ ϭϳϯϬ ͲϭϲϵϱϬ ϮϯϬϵϬ
ϴ Ϯϵ͘ϬϬ ϳϵϱ ϵϰϱ ϭϮϮϬ ͲϭϯϮϮϬ ϭϳϬϯϱ ϵϮϬ ϭϬϴϱ ϭϰϬϱ ͲϭϱϴϵϬ ϮϬϰϮϬ ϭϬϰϬ ϭϮϯϬ ϭϱϵϱ Ͳϭϴϱϱϱ ϮϯϴϬϱ
ϵ Ϯϲ͘ϳϮ ϳϵϬ ϴϯϱ ϭϭϯϱ ͲϭϰϬϯϬ ϭϳϬϴϱ ϵϬϱ ϵϲϬ ϭϯϬϱ Ͳϭϲϴϯϱ ϮϬϱϬϬ ϭϬϮϱ ϭϬϵϬ ϭϰϳϱ ͲϭϵϲϰϬ ϮϯϵϮϬ
ϭϬ Ϯϱ͘ϬϬ ϳϳϬ ϳϰϱ ϭϬϴϬ ͲϭϰϱϭϬ ϭϲϴϯϱ ϴϴϱ ϴϱϱ ϭϮϰϬ Ͳϭϳϯϴϱ ϮϬϮϬϬ ϵϵϱ ϵϳϬ ϭϰϬϱ ͲϮϬϮϲϱ ϮϯϱϲϬ
ϭϭ Ϯϯ͘ϲϴ ϳϱϬ ϲϲϱ ϭϬϯϬ ͲϭϰϴϬϱ ϭϲϰϰϱ ϴϲϬ ϳϲϱ ϭϭϴϱ Ͳϭϳϲϴϱ ϭϵϳϭϬ ϵϲϱ ϴϲϱ ϭϯϯϱ ͲϮϬϱϵϬ ϮϮϵϳϱ
ϭϮ ϮϮ͘ϲϳ ϳϯϬ ϲϬϬ ϵϳϱ ͲϭϰϵϵϬ ϭϲϭϰϬ ϴϯϬ ϲϵϬ ϭϭϮϬ Ͳϭϳϴϳϱ ϭϵϯϲϬ ϵϯϱ ϳϳϱ ϭϮϲϱ ͲϮϬϳϲϬ ϮϮϱϳϱ
ϭϯ Ϯϭ͘ϴϴ ϳϭϬ ϱϰϬ ϵϮϱ ͲϭϱϭϬϱ ϭϱϵϰϱ ϴϬϱ ϲϮϬ ϭϬϱϱ Ͳϭϳϵϳϱ ϭϵϬϴϬ ϵϬϱ ϳϬϬ ϭϭϵϬ ͲϮϬϴϱϬ ϮϮϮϮϬ
Page 630 ϭϰ Ϯϭ͘Ϯϵ ϲϵϬ ϰϵϬ ϴϲϱ ͲϭϱϭϮϬ ϭϱϳϭϱ ϳϴϬ ϱϲϱ ϵϵϬ ͲϭϳϵϲϬ ϭϴϴϬϱ ϴϳϱ ϲϯϱ ϭϭϭϬ ͲϮϬϴϬϬ ϮϭϵϬϬ
ϭϱ ϮϬ͘ϴϯ ϲϴϱ ϰϱϬ ϴϰϱ Ͳϭϱϰϰϱ ϭϲϬϱϬ ϳϴϬ ϱϮϬ ϵϲϬ Ͳϭϴϯϭϱ ϭϵϭϰϱ ϴϳϬ ϱϴϱ ϭϬϴϬ ͲϮϭϭϴϬ ϮϮϮϰϬ
ϭϲ ϮϬ͘ϱϬ ϲϴϱ ϰϭϱ ϴϮϱ Ͳϭϱϳϴϱ ϭϲϯϱϱ ϳϳϱ ϰϳϱ ϵϯϱ Ͳϭϴϲϲϱ ϭϵϱϬϬ ϴϲϱ ϱϰϬ ϭϬϱϬ ͲϮϭϱϱϱ ϮϮϲϰϱ
ϭϳ ϮϬ͘Ϯϲ ϲϵϬ ϯϴϱ ϴϭϬ ͲϭϲϮϯϬ ϭϲϴϬϬ ϳϴϬ ϰϰϬ ϵϮϬ ͲϭϵϬϴϬ ϭϵϵϰϱ ϴϲϱ ϰϵϱ ϭϬϯϬ ͲϮϭϵϴϬ ϮϯϬϵϬ
ϭϴ ϮϬ͘ϭϭ ϲϵϱ ϯϲϬ ϴϬϬ Ͳϭϲϳϲϱ ϭϳϰϴϬ ϳϴϬ ϰϭϬ ϵϬϱ ͲϭϵϲϲϬ ϮϬϳϯϬ ϴϳϬ ϰϲϬ ϭϬϭϱ ͲϮϮϱϱϱ Ϯϯϵϴϱ
ϭϵ ϮϬ͘Ϭϯ ϳϬϬ ϯϯϱ ϳϵϬ ͲϭϳϯϯϬ ϭϴϭϱϬ ϳϵϬ ϯϴϱ ϵϬϬ ͲϮϬϮϳϬ ϮϭϱϭϬ ϴϳϱ ϰϯϬ ϭϬϬϱ ͲϮϯϮϭϬ Ϯϰϴϲϱ
ϮϬ ϮϬ͘ϬϬ ϳϭϬ ϯϭϱ ϳϵϬ Ͳϭϳϵϭϱ ϭϴϳϵϱ ϳϵϱ ϯϱϱ ϴϵϱ ͲϮϬϴϵϬ ϮϮϮϱϬ ϴϴϬ ϰϬϬ ϭϬϬϬ ͲϮϯϴϳϬ ϮϱϳϬϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϭϭϰϱ ϮϲϮϱ ϮϴϱϬ ͲϭϯϯϭϬ Ϯϲϰϴϱ ϭϮϲϱ ϮϵϬϬ ϯϭϱϬ ͲϭϱϭϬϬ Ϯϵϲϲϱ ϭϯϴϱ ϯϭϳϱ ϯϰϱϬ Ͳϭϲϴϵϱ ϯϮϴϰϱ
ϱ ϰϮ͘ϱϬ ϭϭϱϬ Ϯϭϱϱ ϮϰϮϱ ͲϭϱϬϳϱ Ϯϰϳϰϱ ϭϮϳϬ ϮϯϴϬ ϮϲϴϬ ͲϭϳϬϱϬ ϮϳϳϲϬ ϭϯϵϬ ϮϲϬϱ ϮϵϰϬ ͲϭϵϬϮϬ ϯϬϳϳϱ
ϲ ϯϲ͘ϯϯ ϭϭϱϬ ϭϴϭϱ Ϯϭϯϱ ͲϭϳϮϬϬ ϮϱϮϬϬ ϭϮϳϬ ϮϬϭϬ ϮϯϲϬ ͲϭϵϰϬϱ ϮϴϯϬϱ ϭϯϵϬ ϮϮϬϬ Ϯϱϴϱ ͲϮϭϲϭϬ ϯϭϰϬϱ
ϳ ϯϮ͘Ϭϳ ϭϭϱϱ ϭϱϳϬ ϭϵϯϬ ͲϭϵϰϭϬ ϮϲϯϲϬ ϭϮϳϱ ϭϳϯϱ Ϯϭϯϱ ͲϮϭϴϳϬ ϮϵϲϯϬ ϭϯϵϱ ϭϴϵϱ Ϯϯϯϱ ͲϮϰϯϯϬ ϯϮϵϬϱ
ϴ Ϯϵ͘ϬϬ ϭϭϲϬ ϭϯϳϱ ϭϳϴϬ ͲϮϭϮϮϱ Ϯϳϭϴϱ ϭϮϴϬ ϭϱϮϬ ϭϵϲϱ ͲϮϯϴϵϱ ϯϬϱϳϬ ϭϰϬϬ ϭϲϲϱ ϮϭϱϬ ͲϮϲϱϲϬ ϯϯϵϱϬ
ϵ Ϯϲ͘ϳϮ ϭϭϰϬ ϭϮϭϱ ϭϲϰϱ ͲϮϮϰϰϱ Ϯϳϯϯϱ ϭϮϲϬ ϭϯϰϱ ϭϴϮϬ ͲϮϱϮϰϱ ϯϬϳϱϬ ϭϯϳϱ ϭϰϳϬ ϭϵϵϬ ͲϮϴϬϱϬ ϯϰϭϳϬ
ϭϬ Ϯϱ͘ϬϬ ϭϭϭϬ ϭϬϴϬ ϭϱϲϱ ͲϮϯϭϰϬ ϮϲϵϮϱ ϭϮϮϬ ϭϭϵϱ ϭϳϯϬ ͲϮϲϬϭϱ ϯϬϮϵϬ ϭϯϯϱ ϭϯϬϱ ϭϴϵϬ ͲϮϴϴϵϬ ϯϯϲϱϬ
ϭϭ Ϯϯ͘ϲϴ ϭϬϳϱ ϵϲϱ ϭϰϵϬ ͲϮϯϰϵϱ ϮϲϮϲϱ ϭϭϴϬ ϭϬϲϱ ϭϲϰϱ ͲϮϲϰϬϱ ϮϵϱϲϬ ϭϮϵϬ ϭϭϲϱ ϭϴϬϬ ͲϮϵϯϭϬ ϯϮϴϱϬ
ϭϮ ϮϮ͘ϲϳ ϭϬϰϬ ϴϲϱ ϭϰϭϬ ͲϮϯϲϰϱ Ϯϱϳϵϱ ϭϭϰϬ ϵϱϱ ϭϱϱϬ ͲϮϲϱϯϬ ϮϵϬϭϬ ϭϮϰϱ ϭϬϰϱ ϭϲϵϱ ͲϮϵϰϰϬ ϯϮϮϯϬ
ϭϯ Ϯϭ͘ϴϴ ϭϬϬϬ ϳϴϬ ϭϯϮϱ ͲϮϯϳϮϱ ϮϱϯϲϬ ϭϭϬϬ ϴϲϬ ϭϰϱϱ ͲϮϲϲϬϬ ϮϴϱϬϬ ϭϭϵϱ ϵϰϬ ϭϱϵϬ ͲϮϵϰϳϬ ϯϭϲϯϱ
ϭϰ Ϯϭ͘Ϯϵ ϵϲϱ ϳϬϱ ϭϮϯϱ ͲϮϯϲϰϬ Ϯϰϵϵϱ ϭϬϲϬ ϳϴϬ ϭϯϱϱ ͲϮϲϰϴϬ ϮϴϬϵϬ ϭϭϱϬ ϴϱϬ ϭϰϴϬ ͲϮϵϯϮϱ ϯϭϭϴϱ
ϭϱ ϮϬ͘ϴϯ ϵϲϬ ϲϱϬ ϭϭϵϱ ͲϮϰϬϰϱ ϮϱϯϰϬ ϭϬϱϬ ϳϭϱ ϭϯϭϬ ͲϮϲϵϭϬ Ϯϴϰϯϱ ϭϭϰϬ ϳϴϬ ϭϰϯϬ ͲϮϵϳϳϱ ϯϭϱϯϱ
ϭϲ ϮϬ͘ϱϬ ϵϱϱ ϲϬϬ ϭϭϲϱ ͲϮϰϰϰϬ Ϯϱϳϵϱ ϭϬϰϱ ϲϲϬ ϭϮϳϱ ͲϮϳϯϯϬ ϮϴϵϰϬ ϭϭϯϬ ϳϮϬ ϭϯϵϬ ͲϯϬϮϭϱ ϯϮϬϴϱ 166
ϭϳ ϮϬ͘Ϯϲ ϵϱϱ ϱϱϱ ϭϭϰϬ ͲϮϰϴϵϱ ϮϲϮϰϱ ϭϬϰϬ ϲϭϬ ϭϮϱϬ ͲϮϳϴϬϱ ϮϵϰϰϬ ϭϭϯϬ ϲϲϱ ϭϯϲϬ ͲϯϬϳϮϬ ϯϮϲϯϱ
ϭϴ ϮϬ͘ϭϭ ϵϱϱ ϱϭϱ ϭϭϮϱ ͲϮϱϰϳϬ ϮϳϮϯϱ ϭϬϰϱ ϱϲϱ ϭϮϯϬ ͲϮϴϰϮϬ ϯϬϰϵϬ ϭϭϯϬ ϲϭϱ ϭϯϰϬ ͲϯϭϯϳϬ ϯϯϳϰϱ
ϭϵ ϮϬ͘Ϭϯ ϵϲϬ ϰϴϬ ϭϭϭϬ ͲϮϲϭϰϱ ϮϴϮϮϱ ϭϬϱϬ ϱϮϱ ϭϮϮϬ ͲϮϵϬϴϱ ϯϭϱϴϱ ϭϭϯϱ ϱϳϱ ϭϯϮϱ ͲϯϮϬϱϬ ϯϰϵϰϬ
ϮϬ ϮϬ͘ϬϬ ϵϳϬ ϰϰϱ ϭϭϬϱ ͲϮϲϴϱϬ ϮϵϭϲϬ ϭϬϱϱ ϰϵϬ ϭϮϭϬ ͲϮϵϴϮϱ ϯϮϲϭϱ ϭϭϰϬ ϱϯϱ ϭϯϭϱ ͲϯϮϴϬϱ ϯϲϬϳϬ
Table E-4 - 50 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϰ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϯϱϭϬ ϴϭϱϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϱϬϮϱ ϭϬϱϮϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ Ͳϲϱϰϱ ϭϮϴϵϬ
ϲ ϱϱ͘Ϭϴ ϲϭϬ ϭϮϬϱ ϭϯϰϱ Ͳϰϭϭϱ ϳϱϰϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϱϳϬϱ ϵϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϳϮϵϱ ϭϮϭϯϬ
ϴ ϰϯ͘Ϭϲ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϱϯϮϬ ϳϱϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϳϭϲϬ ϵϵϮϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϵϬϭϱ ϭϮϯϱϬ
ϭϬ ϯϲ͘Ϯϱ ϲϮϱ ϳϰϬ ϵϱϱ ͲϲϰϮϬ ϳϴϮϬ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϴϱϭϱ ϭϬϰϮϱ ϲϮϱ ϳϰϬ ϵϱϱ ͲϭϬϲϭϱ ϭϯϬϮϱ
ϭϮ ϯϮ͘Ϭϰ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϳϭϯϱ ϳϳϳϱ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϵϯϲϱ ϭϬϯϴϬ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϭϭϱϵϱ ϭϮϵϴϱ
ϭϰ Ϯϵ͘ϯϮ ϲϰϬ ϱϮϱ ϴϭϱ Ͳϳϲϭϱ ϳϲϮϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϵϴϲϬ ϭϬϭϰϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϭϮϭϯϱ ϭϮϲϲϱ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϲϬ ϳϳϱ ͲϴϬϱϱ ϳϲϯϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϭϬϮϱϱ ϭϬϬϰϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϭϮϰϲϱ ϭϮϰϴϬ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϬϱ ϳϱϱ Ͳϴϱϰϱ ϳϴϵϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϭϬϳϮϱ ϭϬϮϲϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϭϮϵϬϱ ϭϮϲϯϱ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϵϵϲϱ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϭϭϰϵϱ ϭϬϵϭϬ ϲϴϬ ϯϲϬ ϳϯϱ ͲϭϯϳϭϬ ϭϯϮϳϱ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϱϱ ϳϮϱ ͲϭϮϮϰϱ ϭϮϴϯϬ ϲϵϱ ϯϱϱ ϳϮϱ ͲϭϮϱϬϬ ϭϮϴϯϬ ϲϵϱ ϯϱϱ ϳϮϱ ͲϭϰϲϲϬ ϭϰϮϰϬ
Page 631 Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ 385 ϳϮϬ ͲϭϰϳϳϬ ϭϲϴϴϬ ϳϭϬ ϯϴϱ ϳϮϬ ͲϭϰϳϳϬ ϭϲϴϴϬ ϳϭϬ ϯϴϱ ϳϮϬ ͲϭϱϵϭϬ ϭϲϴϴϬ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϯϵϬ ϳϮϬ Ͳϭϲϭϯϱ ϭϵϬϮϬ ϳϭϱ ϯϵϬ ϳϮϬ Ͳϭϲϭϯϱ ϭϵϬϮϬ ϳϭϱ ϯϵϬ ϳϮϬ ͲϭϲϱϵϬ ϭϵϬϮϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϴϬ ϭϱϵϬ ϭϳϮϬ ͲϴϬϲϬ ϭϱϮϲϬ ϳϱϱ ϭϳϳϬ ϭϵϭϱ Ͳϵϱϳϱ ϭϳϲϯϬ ϴϯϬ ϭϵϰϱ ϮϭϬϱ ͲϭϭϬϵϬ ϮϬϬϬϬ
ϲ ϱϱ͘Ϭϴ ϲϴϬ ϭϯϰϱ ϭϱϬϬ Ͳϴϴϵϱ ϭϰϰϮϬ ϳϱϱ ϭϰϵϱ ϭϲϲϱ ͲϭϬϱϬϱ ϭϲϳϭϱ ϴϯϬ ϭϲϰϱ ϭϴϯϱ ͲϭϮϭϭϬ ϭϵϬϭϬ
ϴ ϰϯ͘Ϭϲ ϲϴϱ ϭϬϮϱ ϭϮϮϱ ͲϭϬϴϳϱ ϭϰϳϴϬ ϳϲϬ ϭϭϰϬ ϭϯϲϬ ͲϭϮϳϰϬ ϭϳϮϭϬ ϴϯϱ ϭϮϱϬ ϭϰϵϱ ͲϭϰϲϬϱ ϭϵϲϰϱ
ϭϬ ϯϲ͘Ϯϱ ϲϵϱ ϴϮϱ ϭϬϲϱ ͲϭϮϳϰϬ ϭϱϲϯϬ ϳϳϬ ϵϭϱ ϭϭϴϬ Ͳϭϰϴϲϱ ϭϴϮϯϬ ϴϰϱ ϭϬϬϱ ϭϯϬϬ Ͳϭϲϵϴϱ ϮϬϴϯϱ
ϭϮ ϯϮ͘Ϭϰ ϲϴϱ ϲϴϬ ϵϲϬ ͲϭϯϴϮϱ ϭϱϱϵϬ ϳϱϱ ϳϱϱ ϭϬϲϱ ͲϭϲϬϱϱ ϭϴϭϵϱ ϴϮϱ ϴϯϬ ϭϭϲϱ Ͳϭϴϯϭϱ ϮϬϴϬϬ
ϭϰ Ϯϵ͘ϯϮ ϲϲϱ ϱϳϬ ϴϵϱ ͲϭϰϰϬϱ ϭϱϭϵϬ ϳϯϬ ϲϯϱ ϵϵϬ ͲϭϲϲϴϬ ϭϳϳϭϱ ϴϬϬ ϲϵϱ ϭϬϴϱ ͲϭϴϵϱϬ ϮϬϮϰϬ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϴϱ ϴϯϬ ͲϭϰϳϮϱ ϭϰϵϭϱ ϳϬϱ ϱϰϬ ϵϭϬ Ͳϭϲϵϴϱ ϭϳϯϱϬ ϳϳϬ ϱϵϬ ϵϵϱ ͲϭϵϮϱϬ ϭϵϳϴϱ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϮϬ ϳϳϬ ͲϭϱϬϴϱ ϭϱϬϭϬ ϲϵϬ ϰϲϱ ϴϰϱ ͲϭϳϮϲϱ ϭϳϯϴϱ ϳϰϱ ϱϭϬ ϵϮϬ ͲϭϵϱϬϬ ϭϵϳϲϬ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϳϬ ϳϰϱ ͲϭϱϵϮϬ ϭϱϲϰϱ ϲϵϬ ϰϭϬ ϴϭϱ Ͳϭϴϭϯϱ ϭϴϬϯϱ ϳϰϱ ϰϰϱ ϴϴϱ ͲϮϬϯϱϬ ϮϬϰϴϬ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϱϱ ϳϯϬ Ͳϭϲϵϭϱ ϭϲϳϯϱ ϳϬϬ ϯϲϬ ϴϬϬ ͲϭϵϭϳϬ ϭϵϮϯϱ ϳϱϱ ϯϵϱ ϴϲϱ ͲϮϭϰϮϱ ϮϭϳϯϬ
Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ ϯϴϱ ϳϮϱ ͲϭϴϭϮϬ ϭϳϵϵϬ ϳϭϱ ϯϴϱ ϳϵϬ ͲϮϬϰϬϱ ϮϬϱϰϬ ϳϳϬ ϯϴϱ ϴϱϱ ͲϮϮϳϭϬ ϮϯϭϳϬ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϯϵϬ ϳϮϱ ͲϭϴϴϮϱ ϭϵϬϮϬ ϳϮϱ ϯϵϬ ϳϵϬ ͲϮϭϬϲϱ ϮϭϰϮϬ ϳϳϱ ϯϵϬ ϴϱϱ ͲϮϯϯϵϱ ϮϰϬϯϬ
Table E-4 - 50 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϰ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϵϴϬ ϮϯϬϱ ϮϰϵϬ Ͳϭϰϭϰϱ Ϯϰϳϯϱ ϭϭϯϬ ϮϲϲϬ Ϯϴϳϱ ͲϭϳϮϬϱ Ϯϵϰϳϱ ϭϮϴϬ ϯϬϭϱ ϯϮϲϬ ͲϮϬϮϲϱ ϯϰϮϭϱ
ϲ ϱϱ͘Ϭϴ ϵϴϬ ϭϵϰϱ ϮϭϳϬ ͲϭϱϯϯϬ Ϯϯϱϵϱ ϭϭϯϬ ϮϮϰϱ ϮϱϬϱ Ͳϭϴϱϰϱ ϮϴϭϴϬ ϭϮϴϱ Ϯϱϰϱ ϮϴϰϬ ͲϮϭϳϲϱ ϯϮϳϲϱ
ϴ ϰϯ͘Ϭϲ ϵϵϬ ϭϰϴϬ ϭϳϲϱ ͲϭϴϯϯϬ ϮϰϱϬϱ ϭϭϰϬ ϭϳϬϱ ϮϬϯϱ ͲϮϮϬϲϬ Ϯϵϯϲϱ ϭϮϵϬ ϭϵϯϱ ϮϯϬϱ ͲϮϱϳϴϱ ϯϰϮϮϱ
ϭϬ ϯϲ͘Ϯϱ ϵϵϱ ϭϭϴϱ ϭϱϯϬ ͲϮϭϮϯϱ ϮϲϬϰϬ ϭϭϰϱ ϭϯϳϬ ϭϳϲϱ ͲϮϱϰϴϱ ϯϭϮϰϱ ϭϮϵϱ ϭϱϱϬ ϮϬϬϬ ͲϮϵϳϯϱ ϯϲϰϱϬ
ϭϮ ϯϮ͘Ϭϰ ϵϳϬ ϵϳϱ ϭϯϳϱ ͲϮϮϴϯϬ ϮϲϬϭϬ ϭϭϭϱ ϭϭϮϱ ϭϱϴϬ ͲϮϳϯϰϱ ϯϭϮϮϬ ϭϮϲϬ ϭϮϳϱ ϭϳϵϬ ͲϯϭϴϲϬ ϯϲϰϯϬ
ϭϰ Ϯϵ͘ϯϮ ϵϯϬ ϴϭϱ ϭϮϳϱ ͲϮϯϰϵϱ ϮϱϮϴϱ ϭϬϲϱ ϵϰϬ ϭϰϲϱ ͲϮϴϬϰϱ ϯϬϯϯϱ ϭϮϬϬ ϭϬϲϬ ϭϲϱϱ ͲϯϮϲϯϬ ϯϱϯϴϬ
ϭϲ Ϯϳ͘ϱϯ ϴϵϬ ϲϵϬ ϭϭϲϱ ͲϮϯϳϳϬ Ϯϰϲϱϱ ϭϬϭϱ ϳϵϱ ϭϯϯϱ ͲϮϴϮϵϱ ϮϵϱϮϱ ϭϭϯϱ ϴϵϱ ϭϱϬϱ ͲϯϮϴϭϱ ϯϰϰϬϬ
ϭϴ Ϯϲ͘ϯϲ ϴϲϬ ϱϵϱ ϭϬϳϬ ͲϮϯϵϳϬ ϮϰϱϭϬ ϵϳϱ ϲϴϬ ϭϮϮϬ ͲϮϴϰϰϱ ϮϵϮϲϬ ϭϬϵϬ ϳϳϬ ϭϯϳϬ ͲϯϮϵϮϬ ϯϰϬϭϬ
ϮϬ Ϯϱ͘ϲϯ ϴϲϬ ϱϮϬ ϭϬϯϬ ͲϮϰϳϴϬ Ϯϱϯϳϱ ϵϳϬ ϱϵϱ ϭϭϳϬ ͲϮϵϯϭϬ ϯϬϮϳϬ ϭϬϴϬ ϲϳϱ ϭϯϭϬ ͲϯϯϴϰϬ ϯϱϭϲϱ
ϮϮ Ϯϱ͘ϮϬ ϴϲϱ ϰϲϬ ϭϬϬϬ ͲϮϱϵϯϱ ϮϲϳϮϱ ϵϳϱ ϱϯϬ ϭϭϯϱ ͲϯϬϰϰϱ ϯϭϳϮϬ ϭϬϴϱ ϱϵϱ ϭϮϳϱ Ͳϯϰϵϱϱ ϯϲϳϭϬ
Page 632 Ϯϰ Ϯϱ͘ϬϮ ϴϴϬ ϰϭϱ ϵϵϬ ͲϮϳϯϮϱ ϮϴϰϯϬ ϵϴϱ ϰϳϬ ϭϭϮϬ ͲϯϭϵϰϬ ϯϯϲϵϬ ϭϬϵϱ ϱϯϬ ϭϮϱϱ Ͳϯϲϱϱϱ ϯϴϵϱϬ
Ϯϱ Ϯϱ͘ϬϬ ϴϴϱ ϯϵϬ ϵϴϱ ͲϮϴϬϲϬ ϮϵϮϱϱ ϵϵϱ ϰϰϱ ϭϭϭϱ ͲϯϮϳϮϬ ϯϰϲϰϬ ϭϭϬϬ ϱϬϬ ϭϮϰϱ Ͳϯϳϯϴϱ ϰϬϬϮϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϭϰϯϬ ϯϯϳϬ ϯϲϰϱ ͲϮϯϯϮϱ ϯϴϵϱϱ ϭϱϴϬ ϯϳϮϱ ϰϬϯϬ ͲϮϲϯϴϱ ϰϯϲϵϬ ϭϳϯϬ ϰϬϴϬ ϰϰϭϱ ͲϮϵϰϰϬ ϰϴϰϯϬ
ϲ ϱϱ͘Ϭϴ ϭϰϯϱ Ϯϴϰϱ ϯϭϳϬ ͲϮϰϵϴϱ ϯϳϯϱϱ ϭϱϴϱ ϯϭϱϬ ϯϱϬϱ ͲϮϴϮϬϬ ϰϭϵϰϬ ϭϳϯϱ ϯϰϱϬ ϯϴϰϬ ͲϯϭϰϮϬ ϰϲϱϮϱ
ϴ ϰϯ͘Ϭϲ ϭϰϰϬ ϮϭϲϬ Ϯϱϳϱ ͲϮϵϱϭϬ ϯϵϬϴϱ ϭϱϵϬ ϮϯϵϬ Ϯϴϰϱ ͲϯϯϮϰϬ ϰϯϵϰϱ ϭϳϰϬ Ϯϲϭϱ ϯϭϮϬ Ͳϯϲϵϲϱ ϰϴϴϬϱ
ϭϬ ϯϲ͘Ϯϱ ϭϰϱϬ ϭϳϯϬ ϮϮϯϱ ͲϯϯϵϴϬ ϰϭϲϱϱ ϭϲϬϬ ϭϵϭϱ Ϯϰϲϱ ͲϯϴϮϯϬ ϰϲϴϲϱ ϭϳϱϬ ϮϬϵϱ ϮϳϬϬ ͲϰϮϰϴϬ ϱϮϬϳϬ
ϭϮ ϯϮ͘Ϭϰ ϭϰϬϬ ϭϰϮϬ ϭϵϵϱ ͲϯϲϯϴϬ ϰϭϲϰϬ ϭϱϰϱ ϭϱϳϬ ϮϮϬϬ ͲϰϬϴϵϱ ϰϲϴϳϬ ϭϲϵϬ ϭϳϮϬ ϮϰϭϬ ͲϰϱϰϭϬ ϱϮϭϬϱ
ϭϰ Ϯϵ͘ϯϮ ϭϯϯϱ ϭϭϴϱ ϭϴϰϱ ͲϯϳϮϮϬ ϰϬϰϯϬ ϭϰϲϱ ϭϯϬϱ ϮϬϯϱ ͲϰϭϴϭϬ ϰϱϰϴϬ ϭϲϬϬ ϭϰϯϬ ϮϮϮϱ Ͳϰϲϯϵϱ ϱϬϱϮϱ
ϭϲ Ϯϳ͘ϱϯ ϭϮϲϬ ϭϬϬϬ ϭϲϳϱ ͲϯϳϯϰϬ ϯϵϮϳϬ ϭϯϴϱ ϭϭϬϬ ϭϴϰϱ ͲϰϭϴϲϬ ϰϰϭϰϬ ϭϱϬϱ ϭϮϬϱ ϮϬϭϱ Ͳϰϲϯϴϱ ϰϵϬϭϬ
ϭϴ Ϯϲ͘ϯϲ ϭϮϬϱ ϴϱϱ ϭϱϮϬ ͲϯϳϯϵϬ ϯϴϳϲϬ ϭϯϭϱ ϵϰϬ ϭϲϳϬ Ͳϰϭϴϲϱ ϰϯϱϳϬ ϭϰϯϬ ϭϬϯϬ ϭϴϮϬ Ͳϰϲϯϯϱ ϰϴϯϳϱ
ϮϬ Ϯϱ͘ϲϯ ϭϭϵϬ ϳϱϬ ϭϰϱϱ ͲϯϴϯϳϬ ϰϬϬϱϱ ϭϯϬϱ ϴϮϱ ϭϱϵϱ ͲϰϮϴϵϱ ϰϰϵϱϬ ϭϰϭϱ ϵϬϬ ϭϳϯϱ ͲϰϳϰϮϱ ϰϵϴϰϱ
ϮϮ Ϯϱ͘ϮϬ ϭϭϵϬ ϲϲϬ ϭϰϭϬ Ͳϯϵϱϱϱ ϰϭϳϬϱ ϭϯϬϬ ϳϯϬ ϭϱϰϱ Ͳϰϰϭϱϱ ϰϲϳϬϬ ϭϰϭϬ ϳϵϱ ϭϲϴϱ Ͳϰϴϳϱϱ ϱϭϲϵϱ
Ϯϰ Ϯϱ͘ϬϮ ϭϮϬϱ ϱϵϬ ϭϯϴϱ Ͳϰϭϭϲϱ ϰϰϮϭϬ ϭϯϭϬ ϲϱϬ ϭϱϮϬ ͲϰϱϳϴϬ ϰϵϰϳϬ ϭϰϮϬ ϳϭϬ ϭϲϱϱ ͲϱϬϰϭϬ ϱϰϳϯϱ
Ϯϱ Ϯϱ͘ϬϬ ϭϮϭϬ ϱϲϬ ϭϯϴϬ ͲϰϮϬϱϬ ϰϱϰϬϱ ϭϯϮϬ ϲϭϱ ϭϱϭϬ ͲϰϲϳϭϬ ϱϬϳϵϬ ϭϰϮϱ ϲϳϬ ϭϲϰϱ Ͳϱϭϯϳϱ ϱϲϭϳϱ
Table E-5 - 60 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϱ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϱϴϮϬ ϭϬϵϳϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϴϬϵϱ ϭϰϮϵϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϭϬϯϴϬ ϭϳϲϭϬ
ϴ ϲϬ͘Ϯϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϲϳϵϬ ϵϵϴϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ Ͳϵϭϵϱ ϭϯϭϴϬ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϭϭϲϮϱ ϭϲϯϳϱ
ϭϬ ϱϬ͘ϬϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϴϮϲϬ ϭϬϱϴϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϭϬϮϱ ϭϰϬϳϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϯϴϮϱ ϭϳϱϵϬ
ϭϮ ϰϯ͘ϱϬ ϳϰϱ ϴϵϬ ϭϭϱϬ Ͳϵϰϲϱ ϭϭϬϮϱ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϭϮϱϭϬ ϭϰϳϰϬ ϳϰϱ ϴϵϬ ϭϭϱϬ Ͳϭϱϱϴϱ ϭϴϰϱϱ
ϭϰ ϯϵ͘ϭϰ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϭϬϯϬϱ ϭϭϬϱϱ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϭϯϱϮϬ ϭϰϳϴϱ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϭϲϳϰϬ ϭϴϱϭϱ
ϭϲ ϯϲ͘ϭϯ ϳϲϱ ϲϲϱ ϵϵϱ ͲϭϬϴϲϬ ϭϬϵϬϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϭϰϭϰϬ ϭϰϱϯϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϭϳϰϮϬ ϭϴϭϱϱ
ϭϴ ϯϰ͘ϬϬ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϭϭϯϳϱ ϭϬϴϱϬ ϳϳϱ ϱϵϬ ϵϱϬ ͲϭϰϱϳϬ ϭϰϯϰϱ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϭϳϴϱϱ ϭϳϴϰϬ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϮϱ ϵϮϬ Ͳϭϭϴϴϱ ϭϭϬϭϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϭϱϬϱϬ ϭϰϯϳϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϭϴϮϭϱ ϭϳϳϴϱ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϮϱϰϬ ϭϮϬϰϬ ϴϬϬ ϰϳϱ ϵϬϬ Ͳϭϱϲϴϱ ϭϰϳϴϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϴϴϰϬ ϭϴϮϭϱ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϭϰϵϴϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϲϲϬϱ ϭϱϲϮϬ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϵϴϬϬ ϭϵϬϮϬ
Page 633 Ϯϲ ϯϬ͘ϯϭ ϴϯϬ 420 ϴϳϱ ͲϭϳϭϬϬ ϭϴϱϬϱ ϴϯϬ ϰϮϬ ϴϳϱ Ͳϭϳϳϳϱ ϭϴϱϬϱ ϴϯϬ ϰϮϬ ϴϳϱ ͲϮϬϵϭϬ ϮϬϭϴϬ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϰϱϬ ϴϲϱ ͲϮϬϬϱϬ Ϯϯϯϴϱ ϴϰϱ ϰϱϬ ϴϲϱ ͲϮϬϬϱϬ Ϯϯϯϴϱ ϴϰϱ ϰϱϬ ϴϲϱ ͲϮϮϯϱϬ Ϯϯϯϴϱ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϰϲϱ ϴϲϬ ͲϮϯϮϲϱ ϮϴϱϲϬ ϴϲϬ ϰϲϱ ϴϲϬ ͲϮϯϮϲϱ ϮϴϱϲϬ ϴϲϬ ϰϲϱ ϴϲϬ ͲϮϯϵϮϬ ϮϴϱϲϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϴϭϱ ϭϵϰϬ ϮϬϵϱ ͲϭϮϲϴϬ ϮϬϵϮϱ ϵϬϱ Ϯϭϱϱ ϮϯϮϱ Ͳϭϰϵϴϱ ϮϰϮϰϱ ϵϵϱ ϮϯϳϬ ϮϱϲϬ ͲϭϳϮϵϬ Ϯϳϱϲϱ
ϴ ϲϬ͘Ϯϱ ϴϮϬ ϭϰϳϱ ϭϲϳϱ ͲϭϰϬϱϱ ϭϵϱϲϱ ϵϭϬ ϭϲϰϬ ϭϴϲϱ Ͳϭϲϰϴϱ ϮϮϳϲϬ ϭϬϬϬ ϭϴϬϱ ϮϬϱϬ Ͳϭϴϵϭϱ Ϯϱϵϱϱ
ϭϬ ϱϬ͘ϬϬ ϴϮϱ ϭϭϵϬ ϭϰϯϱ ͲϭϲϲϮϬ ϮϭϭϬϱ ϵϭϱ ϭϯϮϬ ϭϱϵϬ Ͳϭϵϰϭϱ ϮϰϲϮϬ ϭϬϬϱ ϭϰϱϬ ϭϳϱϬ ͲϮϮϮϭϬ Ϯϴϭϯϱ
ϭϮ ϰϯ͘ϱϬ ϴϯϱ ϵϵϬ ϭϮϴϬ Ͳϭϴϲϳϱ ϮϮϭϳϱ ϵϮϱ ϭϭϬϬ ϭϰϮϬ ͲϮϭϳϲϱ ϮϱϴϵϬ ϭϬϭϱ ϭϮϭϬ ϭϱϲϬ ͲϮϰϴϱϱ ϮϵϲϬϱ
ϭϰ ϯϵ͘ϭϰ ϴϮϱ ϴϰϱ ϭϭϲϱ Ͳϭϵϵϱϱ ϮϮϮϰϱ ϵϭϬ ϵϯϱ ϭϮϵϬ ͲϮϯϮϭϬ Ϯϱϵϳϱ ϭϬϬϬ ϭϬϯϬ ϭϰϭϱ ͲϮϲϰϳϬ ϮϵϳϯϬ
ϭϲ ϯϲ͘ϭϯ ϴϬϱ ϳϮϱ ϭϭϬϬ ͲϮϬϲϵϱ ϮϭϳϴϬ ϴϴϱ ϴϬϱ ϭϮϮϬ ͲϮϯϵϳϱ ϮϱϰϰϬ ϵϳϬ ϴϴϱ ϭϯϯϱ ͲϮϳϮϱϱ ϮϵϭϮϬ
ϭϴ ϯϰ͘ϬϬ ϳϴϱ ϲϯϱ ϭϬϯϱ ͲϮϭϭϯϱ ϮϭϯϲϬ ϴϲϬ ϳϬϬ ϭϭϰϬ ͲϮϰϰϮϬ ϮϰϵϯϬ ϵϰϬ ϳϲϱ ϭϮϱϬ ͲϮϳϳϬϬ ϮϴϱϬϱ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϱϱ ϵϲϱ ͲϮϭϰϯϱ ϮϭϮϲϱ ϴϰϬ ϲϭϱ ϭϬϲϱ ͲϮϰϲϵϬ Ϯϰϳϰϱ ϵϭϬ ϲϳϬ ϭϭϲϬ ͲϮϳϵϰϬ ϮϴϮϯϬ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϵϱ ϵϮϬ ͲϮϭϵϵϱ ϮϭϲϰϬ ϴϮϱ ϱϰϱ ϭϬϬϱ ͲϮϱϭϱϬ ϮϱϬϳϬ ϴϵϱ ϱϵϱ ϭϬϵϱ ͲϮϴϯϲϬ ϮϴϱϬϬ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϰϱ ϴϵϱ ͲϮϮϵϵϱ ϮϮϰϮϬ ϴϯϬ ϰϵϬ ϵϴϬ ͲϮϲϭϵϬ ϮϱϴϲϬ ϴϵϱ ϱϯϱ ϭϬϲϱ ͲϮϵϯϴϬ Ϯϵϯϳϱ
Ϯϲ ϯϬ͘ϯϭ ϴϯϬ ϰϮϬ ϴϴϬ ͲϮϰϭϱϬ Ϯϯϳϯϱ ϴϰϬ ϰϰϱ ϵϲϬ ͲϮϳϯϵϬ ϮϳϮϵϬ ϵϬϱ ϰϴϱ ϭϬϰϱ ͲϯϬϲϮϱ ϯϬϴϰϬ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϰϱϬ ϴϳϱ ͲϮϱϱϱϬ ϮϱϭϵϬ ϴϱϬ ϰϱϬ ϵϱϱ ͲϮϴϴϲϬ Ϯϴϵϭϱ ϵϭϱ ϰϱϬ ϭϬϯϬ ͲϯϮϭϲϱ ϯϮϲϰϬ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϰϲϱ ϴϳϬ ͲϮϳϭϰϬ ϮϴϱϲϬ ϴϲϱ ϰϲϱ ϵϰϱ ͲϯϬϯϳϱ ϯϬϳϳϬ ϵϯϬ ϰϲϱ ϭϬϮϱ Ͳϯϯϳϯϱ ϯϰϱϮϱ
Table E-5 - 60 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϱ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϭϭϳϱ ϮϴϬϱ ϯϬϯϬ ͲϮϭϴϵϱ ϯϰϮϬϬ ϭϯϱϱ ϯϮϰϬ ϯϱϬϬ ͲϮϲϱϬϬ ϰϬϴϰϬ ϭϱϯϱ ϯϲϳϱ ϯϵϲϱ ͲϯϭϭϬϱ ϰϳϰϳϱ
ϴ ϲϬ͘Ϯϱ ϭϭϴϬ Ϯϭϯϱ ϮϰϮϱ ͲϮϯϳϳϱ ϯϮϯϰϬ ϭϯϲϬ ϮϰϲϬ Ϯϳϵϱ ͲϮϴϲϯϱ ϯϴϳϮϱ ϭϱϰϬ ϮϳϵϬ ϯϭϳϬ Ͳϯϯϰϵϱ ϰϱϭϭϱ
ϭϬ ϱϬ͘ϬϬ ϭϭϴϱ ϭϳϭϱ ϮϬϳϬ ͲϮϳϴϬϱ ϯϱϭϲϱ ϭϯϲϱ ϭϵϴϬ Ϯϯϴϱ Ͳϯϯϯϵϱ ϰϮϭϵϱ ϭϱϱϬ ϮϮϰϬ ϮϳϬϬ Ͳϯϴϵϴϱ ϰϵϮϮϱ
ϭϮ ϰϯ͘ϱϬ ϭϭϵϱ ϭϰϯϬ ϭϴϰϬ ͲϯϭϬϯϱ ϯϳϬϰϬ ϭϯϳϱ ϭϲϱϬ ϮϭϮϱ ͲϯϳϮϭϱ ϰϰϰϳϱ ϭϱϱϱ ϭϴϲϱ ϮϰϬϱ Ͳϰϯϯϵϱ ϱϭϵϬϱ
ϭϰ ϯϵ͘ϭϰ ϭϭϳϬ ϭϮϭϱ ϭϲϳϬ ͲϯϮϵϴϱ ϯϳϮϲϱ ϭϯϰϱ ϭϯϵϱ ϭϵϮϬ ͲϯϵϱϬϬ ϰϰϳϵϱ ϭϱϮϬ ϭϱϴϬ ϮϭϳϬ ͲϰϲϬϭϱ ϱϮϯϯϬ
ϭϲ ϯϲ͘ϭϯ ϭϭϯϱ ϭϬϰϬ ϭϱϳϬ ͲϯϯϴϰϬ ϯϲϰϴϱ ϭϯϬϬ ϭϭϵϱ ϭϴϬϱ ͲϰϬϰϳϬ ϰϯϴϰϱ ϭϰϲϱ ϭϯϱϱ ϮϬϰϱ ͲϰϳϭϬϬ ϱϭϮϭϬ
ϭϴ ϯϰ͘ϬϬ ϭϬϵϱ ϵϬϬ ϭϰϲϱ ͲϯϰϮϳϬ ϯϱϲϱϱ ϭϮϰϱ ϭϬϯϱ ϭϲϴϬ ͲϰϬϴϯϱ ϰϮϴϬϬ ϭϰϬϬ ϭϭϳϬ ϭϴϵϱ ͲϰϳϰϬϬ ϰϵϵϱϬ
ϮϬ ϯϮ͘ϱϬ ϭϬϱϱ ϳϵϬ ϭϯϱϱ Ͳϯϰϰϰϱ ϯϱϭϵϬ ϭϭϵϱ ϵϬϱ ϭϱϱϬ ͲϰϬϵϱϬ ϰϮϭϱϱ ϭϯϰϬ ϭϬϮϬ ϭϳϰϱ Ͳϰϳϰϱϱ ϰϵϭϮϬ
ϮϮ ϯϭ͘ϰϱ ϭϬϯϬ ϳϬϬ ϭϮϳϱ ͲϯϰϴϯϬ ϯϱϯϱϱ ϭϭϲϱ ϴϬϬ ϭϰϱϱ ͲϰϭϯϬϱ ϰϮϮϭϬ ϭϯϬϱ ϵϬϬ ϭϲϯϬ Ͳϰϳϳϳϱ ϰϵϬϲϱ
Ϯϰ ϯϬ͘ϳϱ ϭϬϯϬ ϲϮϱ ϭϮϯϱ Ͳϯϱϳϴϱ ϯϲϰϬϬ ϭϭϲϱ ϳϭϱ ϭϰϬϱ ͲϰϮϯϮϬ ϰϯϰϯϬ ϭϮϵϱ ϴϭϬ ϭϱϳϱ Ͳϰϴϴϱϱ ϱϬϰϲϬ
Page 634 Ϯϲ ϯϬ͘ϯϭ ϭϬϯϱ ϱϲϱ ϭϮϬϱ ͲϯϳϭϬϱ ϯϳϵϱϬ ϭϭϲϱ ϲϰϱ ϭϯϳϬ Ͳϰϯϱϴϱ ϰϱϬϲϬ ϭϯϬϬ ϳϯϬ ϭϱϯϬ ͲϱϬϭϯϬ ϱϮϭϳϬ
Ϯϴ ϯϬ͘Ϭϳ ϭϬϰϱ ϱϭϱ ϭϭϵϬ Ͳϯϴϳϳϱ ϰϬϬϵϬ ϭϭϴϬ ϱϵϬ ϭϯϱϬ ͲϰϱϯϵϬ ϰϳϱϰϬ ϭϯϭϬ ϲϲϬ ϭϱϭϬ ͲϱϮϬϬϬ ϱϰϵϵϬ
ϯϬ ϯϬ͘ϬϬ ϭϬϲϬ ϰϳϬ ϭϭϴϬ ͲϰϬϰϲϬ ϰϮϬϯϱ ϭϭϵϬ ϱϯϱ ϭϯϰϬ ͲϰϳϭϴϬ ϰϵϳϴϬ ϭϯϮϬ ϲϬϬ ϭϰϵϱ ͲϱϯϵϬϱ ϱϳϱϮϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϭϳϭϱ ϰϭϬϱ ϰϰϯϱ Ͳϯϱϳϭϱ ϱϰϭϭϬ ϭϴϵϱ ϰϱϰϬ ϰϵϬϬ ͲϰϬϯϮϬ ϲϬϳϱϬ ϮϬϴϬ ϰϵϳϱ ϱϯϳϬ ͲϰϰϵϮϱ ϲϳϯϴϱ
ϴ ϲϬ͘Ϯϱ ϭϳϮϬ ϯϭϮϬ ϯϱϰϱ Ͳϯϴϯϱϱ ϱϭϱϬϬ ϭϵϬϱ ϯϰϱϬ ϯϵϭϱ ͲϰϯϮϭϱ ϱϳϴϵϬ ϮϬϴϱ ϯϳϳϱ ϰϮϵϬ ͲϰϴϬϳϱ ϲϰϮϳϱ
ϭϬ ϱϬ͘ϬϬ ϭϳϯϬ ϮϱϬϱ ϯϬϮϬ ͲϰϰϱϴϬ ϱϲϮϲϬ ϭϵϭϬ ϮϳϳϬ ϯϯϯϱ ͲϱϬϭϳϬ ϲϯϮϵϬ ϮϬϵϬ ϯϬϯϬ ϯϲϱϱ Ͳϱϱϳϲϱ ϳϬϯϮϬ
ϭϮ ϰϯ͘ϱϬ ϭϳϯϱ ϮϬϴϱ Ϯϲϴϱ ͲϰϵϱϴϬ ϱϵϯϰϬ ϭϵϭϱ ϮϯϬϱ Ϯϵϲϱ ͲϱϱϳϲϬ ϲϲϳϳϬ ϮϭϬϬ ϮϱϮϱ ϯϮϰϱ ͲϲϭϵϰϬ ϳϰϮϬϱ
ϭϰ ϯϵ͘ϭϰ ϭϲϵϱ ϭϳϲϱ ϮϰϮϱ ͲϱϮϱϯϱ ϱϵϴϲϬ ϭϴϳϬ ϭϵϱϬ Ϯϲϳϱ ͲϱϵϬϱϬ ϲϳϯϵϬ ϮϬϰϱ Ϯϭϯϱ ϮϵϮϱ Ͳϲϱϱϲϱ ϳϰϵϮϱ
ϭϲ ϯϲ͘ϭϯ ϭϲϯϬ ϭϱϭϬ ϮϮϴϬ ͲϱϯϳϯϬ ϱϴϱϳϱ ϭϳϵϱ ϭϲϳϬ Ϯϱϭϱ ͲϲϬϯϲϬ ϲϱϵϯϱ ϭϵϱϱ ϭϴϮϱ ϮϳϱϬ ͲϲϲϵϵϬ ϳϯϯϬϬ
ϭϴ ϯϰ͘ϬϬ ϭϱϱϱ ϭϯϬϱ Ϯϭϭϱ ͲϱϯϵϴϬ ϱϳϭϬϬ ϭϳϭϬ ϭϰϰϬ ϮϯϯϬ ͲϲϬϲϬϬ ϲϰϮϰϱ ϭϴϲϱ ϭϱϳϱ Ϯϱϰϱ ͲϲϳϮϮϱ ϳϭϯϵϱ
ϮϬ ϯϮ͘ϱϬ ϭϰϴϱ ϭϭϯϱ ϭϵϰϬ Ͳϱϯϵϲϱ ϱϲϬϴϬ ϭϲϯϬ ϭϮϱϱ Ϯϭϯϱ ͲϲϬϰϳϬ ϲϯϬϰϱ ϭϳϳϬ ϭϯϳϬ ϮϯϯϬ Ͳϲϲϵϳϱ ϳϬϬϭϬ
ϮϮ ϯϭ͘ϰϱ ϭϰϰϬ ϭϬϬϱ ϭϴϭϬ ͲϱϰϮϰϱ ϱϱϵϮϬ ϭϱϳϱ ϭϭϬϱ ϭϵϵϬ ͲϲϬϳϮϬ ϲϮϳϴϬ ϭϳϭϬ ϭϮϬϱ Ϯϭϲϱ ͲϲϳϭϵϬ ϲϵϲϯϱ
Ϯϰ ϯϬ͘ϳϱ ϭϰϯϬ ϵϬϬ ϭϳϰϱ ͲϱϱϯϵϬ ϱϳϰϵϬ ϭϱϲϱ ϵϵϬ ϭϵϭϱ ͲϲϭϵϮϱ ϲϰϱϭϱ ϭϲϵϱ ϭϬϴϬ ϮϬϴϱ ͲϲϴϰϲϬ ϳϭϱϰϱ
Ϯϲ ϯϬ͘ϯϭ ϭϰϯϬ ϴϭϬ ϭϲϵϱ Ͳϱϲϳϰϱ ϱϵϮϳϱ ϭϱϲϬ ϴϵϬ ϭϴϲϬ Ͳϲϯϯϱϱ ϲϲϯϴϱ ϭϲϵϬ ϵϳϱ ϮϬϮϱ ͲϲϵϵϳϬ ϳϯϰϵϱ
Ϯϴ ϯϬ͘Ϭϳ ϭϰϰϬ ϳϯϱ ϭϲϳϱ Ͳϱϴϲϭϱ ϲϮϰϰϬ ϭϱϳϬ ϴϭϬ ϭϴϯϱ ͲϲϱϮϳϱ ϲϵϴϵϬ ϭϳϬϬ ϴϴϱ ϭϵϵϱ ͲϳϮϬϭϬ ϳϳϯϰϬ
ϯϬ ϯϬ͘ϬϬ ϭϰϱϬ ϲϳϬ ϭϲϱϱ ͲϲϬϲϮϱ ϲϱϮϲϱ ϭϱϴϬ ϳϯϱ ϭϴϭϱ ͲϲϳϯϱϬ ϳϯϬϬϱ ϭϳϭϬ ϴϬϱ ϭϵϳϱ ͲϳϰϬϳϬ ϴϬϳϱϬ
Table E-6 - 70 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϲ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϳϭϮϱ ϭϱϳϯϱ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϭϬϮϭϬ ϮϬϮϲϱ ϵϵϱ Ϯϳϳϱ ϮϵϰϬ ͲϭϯϮϵϱ Ϯϰϳϵϱ
ϴ ϴϬ͘ϱϲ ϵϵϱ ϮϭϬϱ ϮϯϮϬ Ͳϴϳϲϱ ϭϰϬϴϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϭϮϬϭϬ ϭϴϰϱϱ ϭϬϬϬ Ϯϭϭϱ ϮϯϯϬ ͲϭϱϮϳϬ ϮϮϴϮϱ
ϭϬ ϲϲ͘Ϯϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϭϬϬϴϱ ϭϯϱϴϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ Ͳϭϯϱϯϱ ϭϴϬϬϱ ϭϬϭϬ ϭϳϬϱ ϭϵϳϬ ͲϭϳϬϬϬ ϮϮϰϰϬ
ϭϮ ϱϳ͘Ϭϰ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ Ͳϭϭϴϯϱ ϭϰϮϱϱ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϭϱϲϴϬ ϭϵϬϬϱ ϭϬϮϬ ϭϰϮϱ ϭϳϰϬ ͲϭϵϱϮϱ Ϯϯϳϱϱ
ϭϰ ϱϬ͘ϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ Ͳϭϯϯϯϱ ϭϰϲϲϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϭϳϱϬϱ ϭϵϲϵϱ ϭϬϯϱ ϭϮϮϱ ϭϱϴϱ ͲϮϭϲϳϱ ϮϰϳϯϬ
ϭϲ ϰϲ͘Ϯϴ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ Ͳϭϰϰϴϱ ϭϰϳϴϬ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ Ͳϭϴϴϱϱ ϭϵϴϮϱ ϭϬϰϬ ϭϬϳϬ ϭϰϳϬ ͲϮϯϮϯϬ Ϯϰϴϲϱ
ϭϴ ϰϯ͘Ϭϯ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϭϱϰϵϬ ϭϰϳϱϱ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϭϵϴϯϬ ϭϵϲϳϱ ϭϬϱϱ ϵϱϬ ϭϯϵϱ ͲϮϰϯϬϬ Ϯϰϱϵϱ
ϮϬ ϰϬ͘ϲϯ ϭϬϳϬ ϴϱϬ ϭϯϰϬ Ͳϭϲϯϴϱ ϭϰϴϰϱ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϮϬϳϰϬ ϭϵϱϴϬ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϮϱϬϵϱ ϮϰϯϮϬ
ϮϮ ϯϴ͘ϴϰ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϳϮϳϬ ϭϱϭϲϬ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϮϭϱϵϱ ϭϵϲϳϬ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϮϱϵϯϬ Ϯϰϯϳϱ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϴϯϳϬ ϭϱϳϰϬ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϮϮϰϴϬ ϮϬϮϬϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϮϲϳϳϱ Ϯϰϳϴϱ
Page 635 Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ 645 ϭϮϱϬ ͲϭϵϳϵϬ ϭϲϳϵϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϯϴϵϱ ϮϭϮϯϬ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϴϬϱϱ ϮϱϲϳϬ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϲϮϱ ϭϮϯϱ ͲϮϮϳϭϱ ϮϬϬϱϱ ϭϭϰϱ ϲϮϱ ϭϮϯϱ ͲϮϱϲϭϱ ϮϮϱϱϬ ϭϭϰϱ ϲϮϱ ϭϮϯϱ ͲϮϵϳϲϱ ϮϳϭϳϬ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϲϰϬ ϭϮϯϬ ͲϮϲϰϭϬ ϮϰϬϲϱ ϭϭϲϱ ϲϰϬ ϭϮϯϬ ͲϮϳϱϱϱ ϮϰϮϯϬ ϭϭϲϱ ϲϰϬ ϭϮϯϬ ͲϯϭϳϲϬ ϮϴϳϰϬ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϲϱϱ ϭϮϮϱ ͲϯϬϰϮϱ Ϯϴϳϯϱ ϭϭϴϱ ϲϱϱ ϭϮϮϱ ͲϯϬϰϮϱ Ϯϴϳϯϱ ϭϭϴϱ ϲϱϱ ϭϮϮϱ ͲϯϰϬϳϱ ϯϭϬϯϱ
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϲϵϱ ϭϮϮϬ Ͳϯϰϳϲϱ ϯϱϰϲϱ ϭϮϭϬ ϲϵϱ ϭϮϮϬ Ͳϯϰϳϲϱ ϯϱϰϲϱ ϭϮϭϬ ϲϵϱ ϭϮϮϬ ͲϯϲϱϲϬ ϯϱϰϲϱ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϳϭϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϴϲϭϱ ϭϮϮϬ ϳϭϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϴϲϭϱ ϭϮϮϬ ϳϭϬ ϭϮϮϬ ͲϯϳϵϬϬ ϯϴϲϭϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϭϭϬϬ ϯϬϳϬ ϯϮϱϬ Ͳϭϲϯϴϱ ϮϵϯϮϱ ϭϮϬϱ ϯϯϲϱ ϯϱϲϱ ͲϭϵϰϵϬ ϯϯϴϱϱ ϭϯϭϬ ϯϲϲϬ ϯϴϳϱ ͲϮϮϲϭϱ ϯϴϯϴϱ
ϴ ϴϬ͘ϱϲ ϭϭϬϱ ϮϯϰϬ Ϯϱϳϱ Ͳϭϴϱϱϱ Ϯϳϭϵϱ ϭϮϭϱ Ϯϱϲϱ ϮϴϮϬ ͲϮϭϴϰϱ ϯϭϱϲϱ ϭϯϮϬ Ϯϳϴϱ ϯϬϳϬ ͲϮϱϭϯϬ ϯϱϵϰϬ
ϭϬ ϲϲ͘Ϯϱ ϭϭϭϱ ϭϴϴϱ Ϯϭϳϱ ͲϮϬϰϵϱ Ϯϲϴϳϱ ϭϮϮϬ ϮϬϲϱ Ϯϯϴϱ ͲϮϯϵϵϱ ϯϭϯϭϬ ϭϯϮϱ ϮϮϰϱ ϮϱϵϬ ͲϮϳϰϵϬ ϯϱϳϰϱ
ϭϮ ϱϳ͘Ϭϰ ϭϭϮϱ ϭϱϳϱ ϭϵϮϬ ͲϮϯϰϮϬ ϮϴϱϰϬ ϭϮϯϬ ϭϳϮϱ ϮϭϬϱ ͲϮϳϯϮϬ ϯϯϯϰϱ ϭϯϰϬ ϭϴϳϱ ϮϮϴϱ ͲϯϭϮϮϱ ϯϴϭϱϬ
ϭϰ ϱϬ͘ϳϱ ϭϭϰϬ ϭϯϱϱ ϭϳϱϬ ͲϮϱϴϱϬ ϮϵϳϲϬ ϭϮϰϱ ϭϰϴϬ ϭϵϭϱ ͲϯϬϬϲϱ ϯϰϳϵϱ ϭϯϱϬ ϭϲϭϬ ϮϬϴϬ ͲϯϰϯϬϬ ϯϵϴϮϱ
ϭϲ ϰϲ͘Ϯϴ ϭϭϯϱ ϭϭϴϬ ϭϲϭϱ ͲϮϳϲϬϬ ϮϵϵϭϬ ϭϮϰϬ ϭϮϵϬ ϭϳϲϱ Ͳϯϭϵϳϱ ϯϰϵϱϱ ϭϯϰϬ ϭϰϬϬ ϭϵϭϱ Ͳϯϲϯϰϱ ϰϬϬϮϬ
ϭϴ ϰϯ͘Ϭϯ ϭϭϮϬ ϭϬϰϬ ϭϱϰϬ ͲϮϴϳϲϱ ϮϵϱϯϬ ϭϮϮϬ ϭϭϯϱ ϭϲϴϬ ͲϯϯϮϯϱ ϯϰϱϲϱ ϭϯϮϬ ϭϮϯϬ ϭϴϮϬ ͲϯϳϳϬϬ ϯϵϲϬϬ
ϮϬ ϰϬ͘ϲϯ ϭϭϭϬ ϵϮϬ ϭϰϲϱ ͲϮϵϱϴϬ ϮϵϮϮϬ ϭϮϬϬ ϭϬϬϱ ϭϱϵϱ ͲϯϰϬϳϬ ϯϰϭϮϬ ϭϮϵϱ ϭϬϵϬ ϭϳϯϬ ͲϯϴϱϲϬ ϯϵϬϮϬ
ϮϮ ϯϴ͘ϴϰ ϭϬϵϱ ϴϮϱ ϭϯϵϱ ͲϯϬϮϲϱ Ϯϵϭϭϱ ϭϭϴϬ ϵϬϬ ϭϱϭϱ Ͳϯϰϲϰϱ ϯϯϴϱϱ ϭϮϳϬ ϵϳϬ ϭϲϯϱ ͲϯϵϭϭϬ ϯϴϲϬϬ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϰϬ ϭϯϮϱ ͲϯϭϬϲϱ Ϯϵϯϲϱ ϭϭϲϱ ϴϭϬ ϭϰϯϱ ͲϯϱϯϲϬ ϯϯϵϰϱ ϭϮϰϱ ϴϳϱ ϭϱϰϱ Ͳϯϵϲϱϱ ϯϴϱϮϱ
Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ ϲϳϱ ϭϮϵϬ ͲϯϮϯϲϱ ϯϬϮϰϬ ϭϭϲϱ ϳϯϱ ϭϯϵϬ Ͳϯϲϲϳϱ ϯϰϵϭϱ ϭϮϰϱ ϳϵϬ ϭϰϵϱ ͲϰϬϵϴϱ ϯϵϱϵϱ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϲϮϱ ϭϮϲϱ ͲϯϯϵϳϬ ϯϭϳϵϬ ϭϭϴϬ ϲϳϬ ϭϯϲϱ ͲϯϴϯϮϬ ϯϲϰϬϱ ϭϮϱϱ ϳϮϱ ϭϰϲϱ ͲϰϮϲϳϱ ϰϭϬϮϱ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϲϰϬ ϭϮϱϱ ͲϯϱϵϲϬ ϯϯϱϰϬ ϭϭϵϱ ϲϰϬ ϭϯϱϬ ͲϰϬϭϵϱ ϯϴϯϰϬ ϭϮϳϬ ϲϲϱ ϭϰϰϱ ͲϰϰϲϬϬ ϰϯϭϰϬ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϲϱϱ ϭϮϱϬ Ͳϯϴϯϱϱ ϯϱϳϲϱ ϭϮϭϱ ϲϱϱ ϭϯϰϱ ͲϰϮϲϰϬ ϰϬϰϵϱ ϭϮϵϬ ϲϱϱ ϭϰϯϱ ͲϰϲϵϮϱ ϰϱϰϴϬ 171
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϲϵϱ ϭϮϱϬ ͲϰϬϵϭϬ ϯϴϯϵϱ ϭϮϰϬ ϲϵϱ ϭϯϰϬ ͲϰϱϮϲϱ ϰϯϯϳϬ ϭϯϭϱ ϲϵϱ ϭϰϯϬ Ͳϰϵϲϭϱ ϰϴϯϱϬ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϳϭϬ ϭϮϱϬ ͲϰϮϮϵϬ ϯϵϳϲϱ ϭϮϱϬ ϳϭϬ ϭϯϰϬ ͲϰϲϲϴϬ ϰϰϴϳϬ ϭϯϮϱ ϳϭϬ ϭϰϯϬ ͲϱϭϬϳϬ ϰϵϵϳϬ
Table E-6 - 70 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϲ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϭϱϮϬ ϰϮϱϬ ϰϱϬϱ ͲϮϴϴϲϬ ϰϳϰϰϱ ϭϳϯϱ ϰϴϰϬ ϱϭϯϬ ͲϯϱϭϬϱ ϱϲϱϬϱ ϭϵϰϱ ϱϰϯϱ ϱϳϱϱ Ͳϰϭϯϱϱ ϲϱϱϲϱ
ϴ ϴϬ͘ϱϲ ϭϱϯϬ ϯϮϯϱ ϯϱϲϱ ͲϯϭϳϬϱ ϰϰϲϴϬ ϭϳϰϬ ϯϲϴϱ ϰϬϱϱ ͲϯϴϮϴϱ ϱϯϰϮϱ ϭϵϱϬ ϰϭϯϱ ϰϱϱϬ ͲϰϰϴϲϬ ϲϮϭϲϱ
ϭϬ ϲϲ͘Ϯϱ ϭϱϰϬ ϮϲϬϱ ϯϬϬϱ ͲϯϰϰϵϬ ϰϰϲϮϬ ϭϳϱϬ Ϯϵϲϱ ϯϰϮϬ Ͳϰϭϰϴϱ ϱϯϰϵϬ ϭϵϲϬ ϯϯϮϱ ϯϴϯϱ ͲϰϴϰϴϬ ϲϮϯϲϬ
ϭϮ ϱϳ͘Ϭϰ ϭϱϱϬ Ϯϭϳϱ ϮϲϱϬ ͲϯϵϬϯϬ ϰϳϳϲϬ ϭϳϲϬ Ϯϰϳϱ ϯϬϭϬ Ͳϰϲϴϯϱ ϱϳϯϳϱ ϭϵϳϬ Ϯϳϳϱ ϯϯϳϱ ͲϱϰϲϰϬ ϲϲϵϴϱ
ϭϰ ϱϬ͘ϳϱ ϭϱϲϬ ϭϴϲϱ ϮϰϬϱ ͲϰϮϳϲϱ ϰϵϴϵϬ ϭϳϳϬ ϮϭϮϬ Ϯϳϯϱ ͲϱϭϮϯϬ ϱϵϵϱϱ ϭϵϴϱ Ϯϯϳϱ ϯϬϲϬ Ͳϱϵϲϵϱ ϳϬϬϮϬ
ϭϲ ϰϲ͘Ϯϴ ϭϱϰϱ ϭϲϮϬ ϮϮϭϬ Ͳϰϱϭϵϱ ϱϬϮϰϬ ϭϳϱϬ ϭϴϰϬ ϮϱϭϬ ͲϱϰϬϲϬ ϲϬϰϲϬ ϭϵϱϱ ϮϬϲϱ ϮϴϬϱ ͲϲϮϵϮϬ ϳϬϲϴϱ
ϭϴ ϰϯ͘Ϭϯ ϭϱϭϱ ϭϰϮϬ ϮϭϬϬ Ͳϰϲϲϯϱ ϰϵϲϳϬ ϭϳϭϬ ϭϲϭϱ ϮϯϴϬ Ͳϱϱϱϴϱ ϱϵϳϰϬ ϭϵϬϱ ϭϴϬϱ ϮϲϲϬ ͲϲϰϲϮϱ ϲϵϴϭϬ
ϮϬ ϰϬ͘ϲϯ ϭϰϴϬ ϭϮϲϬ ϭϵϵϬ ͲϰϳϱϰϬ ϰϴϴϭϱ ϭϲϲϱ ϭϰϮϱ ϮϮϱϬ ͲϱϲϱϮϬ ϱϴϲϭϱ ϭϴϱϬ ϭϱϵϱ Ϯϱϭϱ ͲϲϱϱϬϬ ϲϴϰϭϱ
ϮϮ ϯϴ͘ϴϰ ϭϰϰϱ ϭϭϮϬ ϭϴϳϱ ͲϰϴϬϯϱ ϰϴϬϴϬ ϭϲϮϬ ϭϮϲϱ ϮϭϮϬ ͲϱϲϵϲϬ ϱϳϱϲϱ ϭϳϵϱ ϭϰϭϱ ϮϯϲϬ Ͳϲϱϴϴϱ ϲϳϬϱϬ
Ϯϰ ϯϳ͘ϱϮ ϭϰϭϬ ϭϬϬϱ ϭϳϲϱ ͲϰϴϯϴϬ ϰϳϳϮϬ ϭϱϳϱ ϭϭϯϱ ϭϵϴϱ ͲϱϳϮϬϱ ϱϳϭϮϱ ϭϳϰϬ ϭϮϲϱ ϮϮϬϱ ͲϲϲϬϮϱ ϲϲϱϯϬ
Page 636 Ϯϲ ϯϲ͘ϱϲ ϭϰϬϱ ϵϭϬ ϭϳϬϬ ͲϰϵϲϬϱ ϰϴϵϱϬ ϭϱϲϱ ϭϬϮϱ ϭϵϭϬ ͲϱϴϮϵϬ ϱϴϯϬϬ ϭϳϮϬ ϭϭϰϱ Ϯϭϭϱ ͲϲϳϭϯϬ ϲϳϲϱϱ
Ϯϴ ϯϱ͘ϴϴ ϭϰϭϬ ϴϯϬ ϭϲϲϱ ͲϱϭϯϴϬ ϱϬϮϳϬ ϭϱϲϱ ϵϯϱ ϭϴϲϬ ͲϲϬϬϴϱ ϱϵϴϮϬ ϭϳϮϬ ϭϬϰϬ ϮϬϲϬ ͲϲϴϳϵϬ ϲϵϯϳϱ
ϯϬ ϯϱ͘ϰϮ ϭϰϮϱ ϳϲϬ ϭϲϯϱ ͲϱϯϰϬϱ ϱϮϳϰϬ ϭϱϴϬ ϴϲϬ ϭϴϮϱ ͲϲϮϮϭϬ ϲϮϯϯϱ ϭϳϯϬ ϵϱϱ ϮϬϮϬ ͲϳϭϬϭϱ ϳϭϵϯϱ
ϯϮ ϯϱ͘ϭϰ ϭϰϰϱ ϳϬϬ ϭϲϮϱ ͲϱϱϴϲϬ ϱϱϰϴϬ ϭϱϵϱ ϳϵϬ ϭϴϭϬ Ͳϲϰϴϭϱ ϲϱϰϴϬ ϭϳϱϬ ϴϴϬ ϭϵϵϱ ͲϳϯϳϳϬ ϳϱϰϳϱ
ϯϰ ϯϱ͘Ϭϭ ϭϰϲϱ ϲϵϱ ϭϲϭϬ ͲϱϴϰϬϱ ϱϴϯϬϱ ϭϲϭϱ ϳϯϬ ϭϳϵϱ ͲϲϳϰϵϬ ϲϴϰϮϱ ϭϳϳϬ ϴϭϬ ϭϵϳϱ Ͳϳϲϱϳϱ ϳϴϳϳϱ
ϯϱ ϯϱ͘ϬϬ ϭϰϴϬ ϳϭϬ ϭϲϭϬ Ͳϱϵϴϰϱ ϲϬϭϴϬ ϭϲϯϬ ϳϭϬ ϭϳϵϬ Ͳϲϴϵϯϱ ϳϬϯϴϱ ϭϳϴϬ ϳϴϬ ϭϵϳϬ ͲϳϴϬϵϬ ϴϬϱϵϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ Ϯϭϱϱ ϲϬϮϱ ϲϯϴϬ ͲϰϳϲϬϬ ϳϰϲϮϱ Ϯϯϲϱ ϲϲϭϱ ϳϬϬϱ ͲϱϯϴϱϬ ϴϯϲϴϱ Ϯϱϳϱ ϳϮϬϱ ϳϲϯϬ ͲϲϬϬϵϱ ϵϮϳϰϱ
ϴ ϴϬ͘ϱϲ ϮϭϲϬ ϰϱϴϬ ϱϬϰϱ Ͳϱϭϰϯϱ ϳϬϵϭϬ Ϯϯϳϱ ϱϬϯϬ ϱϱϰϬ ͲϱϴϬϭϬ ϳϵϲϱϬ Ϯϱϴϱ ϱϰϴϬ ϲϬϯϬ Ͳϲϰϱϴϱ ϴϴϯϵϱ
ϭϬ ϲϲ͘Ϯϱ ϮϭϳϬ ϯϲϴϱ ϰϮϱϬ ͲϱϱϰϴϬ ϳϭϮϯϬ ϮϯϴϬ ϰϬϰϱ ϰϲϲϱ ͲϲϮϰϳϱ ϴϬϭϬϱ Ϯϱϵϱ ϰϰϬϱ ϱϬϴϬ ͲϲϵϰϳϬ ϴϴϵϳϱ
ϭϮ ϱϳ͘Ϭϰ ϮϭϴϬ ϯϬϳϱ ϯϳϰϬ ͲϲϮϰϰϱ ϳϲϱϵϱ ϮϯϵϬ ϯϯϳϱ ϰϭϬϬ ͲϳϬϮϱϬ ϴϲϮϬϱ ϮϲϬϱ ϯϲϳϱ ϰϰϲϱ ͲϳϴϬϱϱ ϵϱϴϭϱ
ϭϰ ϱϬ͘ϳϱ Ϯϭϵϱ Ϯϲϯϱ ϯϯϵϬ ͲϲϴϭϲϬ ϴϬϬϴϱ ϮϰϬϱ ϮϴϵϬ ϯϳϮϬ ͲϳϲϲϮϱ ϵϬϭϱϬ Ϯϲϭϱ ϯϭϰϱ ϰϬϰϱ ͲϴϱϬϵϬ ϭϬϬϮϭϱ
ϭϲ ϰϲ͘Ϯϴ ϮϭϲϬ ϮϮϴϱ ϯϭϬϱ Ͳϳϭϳϴϱ ϴϬϵϬϱ Ϯϯϲϱ ϮϱϬϱ ϯϰϬϬ ͲϴϬϲϱϬ ϵϭϭϯϬ ϮϱϳϬ ϮϳϮϱ ϯϳϬϬ Ͳϴϵϱϭϱ ϭϬϭϯϱϬ
ϭϴ ϰϯ͘Ϭϯ ϮϭϬϬ ϭϵϵϱ ϮϵϰϬ Ͳϳϯϲϲϱ ϳϵϴϴϬ ϮϮϵϱ ϮϭϵϬ ϯϮϮϱ ͲϴϮϳϬϱ ϴϵϵϱϬ ϮϰϵϬ ϮϯϴϬ ϯϱϬϱ Ͳϵϭϳϰϱ ϭϬϬϬϮϬ
ϮϬ ϰϬ͘ϲϯ ϮϬϯϱ ϭϳϲϬ Ϯϳϳϱ ͲϳϰϰϴϬ ϳϴϮϭϱ ϮϮϮϬ ϭϵϯϬ ϯϬϰϬ Ͳϴϯϰϳϱ ϴϴϬϭϱ ϮϰϬϱ ϮϬϵϱ ϯϯϬϬ ͲϵϮϱϰϬ ϵϳϴϭϱ
ϮϮ ϯϴ͘ϴϰ ϭϵϲϱ ϭϱϲϬ ϮϲϬϬ Ͳϳϰϴϭϱ ϳϲϱϯϱ ϮϭϰϬ ϭϳϭϬ Ϯϴϰϱ ͲϴϯϳϰϬ ϴϲϬϭϱ Ϯϯϭϱ ϭϴϱϱ ϯϬϴϱ ͲϵϮϲϲϱ ϵϱϱϬϬ
Ϯϰ ϯϳ͘ϱϮ ϭϵϬϱ ϭϯϵϱ ϮϰϮϱ Ͳϳϰϴϰϱ ϳϱϵϯϱ ϮϬϲϱ ϭϱϮϱ Ϯϲϰϱ Ͳϴϯϲϲϱ ϴϱϯϰϬ ϮϮϯϬ ϭϲϱϱ Ϯϴϲϱ ͲϵϮϰϵϬ ϵϰϳϰϱ
Ϯϲ ϯϲ͘ϱϲ ϭϴϴϬ ϭϮϲϬ ϮϯϮϬ Ͳϳϱϵϲϱ ϳϳϬϭϬ ϮϬϰϬ ϭϯϳϱ ϮϱϯϬ ͲϴϰϴϬϱ ϴϲϯϲϱ Ϯϭϵϱ ϭϰϵϱ Ϯϳϯϱ ͲϵϯϲϰϬ ϵϱϳϮϬ
Ϯϴ ϯϱ͘ϴϴ ϭϴϴϬ ϭϭϰϱ ϮϮϱϱ Ͳϳϳϲϯϱ ϳϴϵϮϱ ϮϬϯϱ ϭϮϱϱ Ϯϰϱϱ Ͳϴϲϱϰϱ ϴϴϰϴϬ ϮϭϵϬ ϭϯϲϬ Ϯϲϱϱ ͲϵϱϰϱϬ ϵϴϬϯϬ
ϯϬ ϯϱ͘ϰϮ ϭϴϴϱ ϭϬϱϬ ϮϮϭϬ ͲϳϵϴϮϬ ϴϭϱϯϱ ϮϬϰϬ ϭϭϰϱ ϮϰϬϬ ͲϴϴϲϮϱ ϵϭϭϯϱ ϮϭϵϬ ϭϮϰϱ ϮϱϵϬ ͲϵϳϱϲϬ ϭϬϬϳϯϱ
ϯϮ ϯϱ͘ϭϰ ϭϵϬϬ ϵϲϱ ϮϭϴϬ ͲϴϮϳϮϱ ϴϱϰϳϱ ϮϬϱϱ ϭϬϱϱ ϮϯϳϬ ͲϵϭϲϴϬ ϵϱϰϳϬ ϮϮϬϱ ϭϭϰϱ ϮϱϲϬ ͲϭϬϬϲϰϬ ϭϬϱϰϳϬ 172
ϯϰ ϯϱ͘Ϭϭ ϭϵϮϬ ϴϵϬ ϮϭϲϬ ͲϴϱϲϲϬ ϴϵϭϯϬ ϮϬϳϬ ϵϳϱ Ϯϯϰϱ ͲϵϰϳϱϬ ϵϵϰϴϬ ϮϮϮϱ ϭϬϱϱ ϮϱϯϬ ͲϭϬϯϴϯϱ ϭϬϵϴϯϬ
ϯϱ ϯϱ͘ϬϬ ϭϵϯϬ ϴϱϱ Ϯϭϱϱ ͲϴϳϮϰϱ ϵϬϵϴϬ ϮϬϴϱ ϵϯϱ ϮϯϰϬ ͲϵϲϰϬϱ ϭϬϭϱϭϬ ϮϮϯϱ ϭϬϭϱ ϮϱϮϱ ͲϭϬϱϱϲϬ ϭϭϮϬϰϬ
Table E-7 - 80 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϳ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϭϭϮϴϬ ϭϴϱϳϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ Ͳϭϱϰϵϱ ϮϰϯϬϬ ϭϭϰϬ ϮϳϲϬ Ϯϵϳϱ Ͳϭϵϳϳϱ ϯϬϬϯϬ
ϭϮ ϳϮ͘ϲϳ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϭϰϭϮϬ ϭϳϲϮϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ Ͳϭϴϳϵϱ Ϯϯϰϵϱ ϭϭϲϬ ϭϴϲϱ Ϯϭϳϱ ͲϮϯϱϮϬ Ϯϵϯϵϱ
ϭϲ ϱϴ͘ϬϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϭϳϲϭϱ ϭϴϵϯϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ ͲϮϯϬϴϱ Ϯϱϰϴϱ ϭϭϴϬ ϭϰϬϱ ϭϴϭϱ ͲϮϴϱϱϱ ϯϮϬϯϱ
ϮϬ ϱϬ͘ϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϮϬϬϮϱ ϭϵϭϭϱ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϮϱϳϰϬ ϮϱϱϬϱ ϭϮϬϬ ϭϭϭϱ ϭϲϭϱ Ͳϯϭϱϲϱ ϯϭϵϴϱ
Ϯϰ ϰϱ͘ϯϯ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϮϮϬϰϱ ϭϵϯϰϱ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϮϳϳϯϬ ϮϱϱϬϬ ϭϮϯϬ ϵϮϱ ϭϱϬϱ Ͳϯϯϰϭϱ ϯϭϲϴϬ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϰϰϭϱ ϮϬϳϲϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϵϳϯϱ Ϯϲϰϯϱ ϭϮϲϱ ϳϴϱ ϭϰϰϱ Ͳϯϱϯϭϱ ϯϮϰϮϬ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϳϭϬ ϭϰϭϱ ͲϮϵϳϭϬ ϮϳϬϰϱ ϭϯϬϱ ϳϭϬ ϭϰϭϱ Ͳϯϯϰϵϱ Ϯϵϯϳϱ ϭϯϬϱ ϳϭϬ ϭϰϭϱ ͲϯϴϵϮϬ ϯϱϰϬϱ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϳϰϬ ϭϰϬϬ ͲϯϴϰϮϬ ϯϳϬϵϬ ϭϯϱϬ ϳϰϬ ϭϰϬϬ ͲϯϴϰϮϬ ϯϳϬϵϬ ϭϯϱϬ ϳϰϬ ϭϰϬϬ Ͳϰϯϳϰϱ ϯϵϲϴϬ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϴϬϱ ϭϯϵϱ ͲϰϴϰϯϬ ϱϮϬϲϬ ϭϯϵϱ ϴϬϱ ϭϯϵϱ ͲϰϴϰϯϬ ϱϮϬϲϬ ϭϯϵϱ ϴϬϱ ϭϯϵϱ ͲϰϵϱϯϬ ϱϮϬϲϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
Page 637 ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϮϲϬ ϯϬϱϱ ϯϮϵϬ ͲϮϰϬϱϬ ϯϱϳϲϬ ϭϯϴϬ ϯϯϰϱ ϯϲϭϬ ͲϮϴϯϯϬ ϰϭϰϴϱ ϭϱϬϬ ϯϲϰϬ ϯϵϮϱ ͲϯϮϲϬϱ ϰϳϮϭϱ
ϭϮ ϳϮ͘ϲϳ ϭϮϴϬ ϮϬϲϬ ϮϰϬϱ ͲϮϴϮϲϱ ϯϱϮϵϬ ϭϰϬϬ ϮϮϱϱ Ϯϲϯϱ ͲϯϯϬϭϬ ϰϭϭϴϱ ϭϱϮϬ ϮϰϱϬ Ϯϴϲϱ Ͳϯϳϳϱϱ ϰϳϬϴϱ
ϭϲ ϱϴ͘ϬϬ ϭϯϬϬ ϭϱϱϬ ϮϬϬϬ ͲϯϰϬϮϱ ϯϴϱϵϬ ϭϰϮϬ ϭϲϵϱ ϮϭϵϬ Ͳϯϵϱϳϱ ϰϱϭϰϬ ϭϱϰϬ ϭϴϰϬ Ϯϯϳϱ ͲϰϱϭϮϱ ϱϭϲϵϬ
ϮϬ ϱϬ͘ϬϬ ϭϮϴϱ ϭϮϮϱ ϭϳϴϬ ͲϯϳϯϵϬ ϯϴϱϲϬ ϭϰϬϬ ϭϯϰϬ ϭϵϰϬ ͲϰϯϮϭϬ ϰϱϭϯϱ ϭϱϭϬ ϭϰϱϬ ϮϭϬϱ ͲϰϵϬϯϱ ϱϭϳϬϱ
Ϯϰ ϰϱ͘ϯϯ ϭϮϲϬ ϵϵϱ ϭϲϯϱ ͲϯϵϭϱϬ ϯϳϴϲϱ ϭϯϲϬ ϭϬϴϱ ϭϳϳϱ ͲϰϱϬϭϬ ϰϰϬϰϱ ϭϰϲϱ ϭϭϳϱ ϭϵϮϬ ͲϱϬϴϳϬ ϱϬϮϮϱ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϴϮϱ ϭϰϵϱ ͲϰϬϵϬϱ ϯϴϰϭϬ ϭϯϮϱ ϵϬϬ ϭϲϮϬ ͲϰϲϱϬϬ ϰϰϯϵϱ ϭϰϮϬ ϵϳϬ ϭϳϰϬ ͲϱϮϬϵϱ ϱϬϯϴϱ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϳϭϬ ϭϰϱϬ ͲϰϰϰϮϱ ϰϭϰϯϬ ϭϯϰϱ ϳϲϱ ϭϱϲϬ ͲϱϬϭϭϱ ϰϳϰϱϱ ϭϰϯϱ ϴϮϱ ϭϲϳϱ ͲϱϱϴϬϱ ϱϯϰϴϬ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϳϰϬ ϭϰϯϬ Ͳϰϵϯϭϱ ϰϱϳϲϱ ϭϯϴϬ ϳϰϬ ϭϱϯϱ ͲϱϰϴϴϬ ϱϮϬϳϱ ϭϰϳϬ ϳϰϬ ϭϲϰϱ ͲϲϬϱϭϱ ϱϴϱϯϱ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϴϬϱ ϭϰϯϬ ͲϱϱϮϲϱ ϱϮϬϲϬ ϭϰϯϬ ϴϬϱ ϭϱϯϬ ͲϲϭϬϬϬ ϱϴϱϰϬ ϭϱϭϱ ϴϬϱ ϭϲϯϱ Ͳϲϲϳϯϱ ϲϱϮϬϱ
Table E-7 - 80 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϳ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϳϰϱ ϰϮϯϬ ϰϱϱϱ ͲϰϭϭϲϬ ϱϴϲϳϱ ϭϵϴϱ ϰϴϭϱ ϱϭϵϬ Ͳϰϵϳϭϱ ϳϬϭϯϱ ϮϮϮϱ ϱϰϬϬ ϱϴϮϬ ͲϱϴϮϳϬ ϴϭϱϵϱ
ϭϮ ϳϮ͘ϲϳ ϭϳϲϬ Ϯϴϰϱ ϯϯϮϬ ͲϰϳϮϰϱ ϱϴϴϴϬ ϮϬϬϬ ϯϮϰϬ ϯϳϴϬ Ͳϱϲϳϯϱ ϳϬϲϳϬ ϮϮϰϬ ϯϲϯϬ ϰϮϰϬ ͲϲϲϮϮϱ ϴϮϰϲϱ
ϭϲ ϱϴ͘ϬϬ ϭϳϴϱ Ϯϭϯϱ ϮϳϱϬ ͲϱϲϮϮϱ ϲϰϳϵϱ ϮϬϮϱ ϮϰϯϬ ϯϭϮϱ ͲϲϳϯϮϱ ϳϳϴϵϱ ϮϮϲϱ ϮϳϮϬ ϯϱϬϬ ͲϳϴϰϮϱ ϵϬϵϵϱ
ϮϬ ϱϬ͘ϬϬ ϭϳϰϬ ϭϲϴϬ ϮϰϯϬ ͲϲϬϲϴϬ ϲϰϴϱϱ ϭϵϲϱ ϭϵϬϱ Ϯϳϱϱ ͲϳϮϰϰϬ ϳϴϬϬϬ ϮϭϵϬ Ϯϭϯϱ ϯϬϴϬ ͲϴϰϮϯϬ ϵϭϭϰϱ
Ϯϰ ϰϱ͘ϯϯ ϭϲϳϬ ϭϯϱϱ ϮϮϭϬ ͲϲϮϱϵϬ ϲϮϴϮϱ ϭϴϳϱ ϭϱϯϱ Ϯϰϵϱ ͲϳϰϯϬϱ ϳϱϰϳϱ ϮϬϴϬ ϭϳϭϱ Ϯϳϴϱ ͲϴϲϬϮϱ ϴϴϭϮϱ
Ϯϴ ϰϮ͘ϱϳ ϭϲϬϱ ϭϭϭϱ ϭϵϴϱ Ͳϲϯϯϳϱ ϲϮϯϲϬ ϭϳϵϬ ϭϮϲϬ ϮϮϯϬ ͲϳϰϴϲϬ ϳϰϯϯϱ ϭϵϳϬ ϭϰϬϱ Ϯϰϳϱ Ͳϴϲϯϰϱ ϴϲϯϳϱ
ϯϮ ϰϭ͘ϬϬ ϭϲϭϬ ϵϱϬ ϭϵϬϬ ͲϲϳϭϴϬ ϲϱϱϱϬ ϭϳϵϬ ϭϬϳϬ ϮϭϮϱ ͲϳϴϱϲϬ ϳϴϬϭϬ ϭϵϳϬ ϭϭϵϬ Ϯϯϱϱ Ͳϴϵϵϯϱ ϵϬϰϳϱ
ϯϲ ϰϬ͘ϮϮ ϭϲϰϱ ϴϮϬ ϭϴϱϱ ͲϳϮϭϲϱ ϳϭϰϰϱ ϭϴϮϬ ϵϮϬ ϮϬϳϬ ͲϴϯϴϭϬ ϴϰϯϲϬ ϭϵϵϬ ϭϬϮϱ ϮϮϴϱ ͲϵϱϰϲϬ ϵϳϮϳϱ
ϰϬ ϰϬ͘ϬϬ ϭϲϵϬ ϴϬϱ ϭϴϰϬ ͲϳϴϮϬϱ ϳϴϱϯϬ ϭϴϲϬ ϴϬϱ ϮϬϰϱ ͲϵϬϬϵϬ ϵϭϴϱϱ ϮϬϯϱ ϴϵϬ ϮϮϱϱ ͲϭϬϮϬϱϬ ϭϬϱϭϳϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
Page 638 ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ Ϯϰϲϱ ϱϵϵϬ ϲϰϱϱ ͲϲϲϴϮϱ ϵϯϬϱϱ ϮϳϬϱ ϲϱϳϱ ϳϬϴϱ ͲϳϱϯϴϬ ϭϬϰϱϭϱ ϮϵϱϬ ϳϭϲϱ ϳϳϮϬ Ͳϴϯϵϯϱ ϭϭϱϵϳϱ
ϭϮ ϳϮ͘ϲϳ Ϯϰϴϱ ϰϬϮϱ ϰϲϵϱ ͲϳϱϳϮϬ ϵϰϮϲϬ ϮϳϮϱ ϰϰϭϱ ϱϭϱϱ ͲϴϱϮϭϬ ϭϬϲϬϱϱ Ϯϵϲϱ ϰϴϭϬ ϱϲϭϱ ͲϵϰϳϬϬ ϭϭϳϴϱϬ
ϭϲ ϱϴ͘ϬϬ ϮϱϬϱ ϯϬϭϱ ϯϴϴϬ ͲϴϵϱϯϬ ϭϬϰϭϬϬ ϮϳϱϬ ϯϯϬϱ ϰϮϱϱ ͲϭϬϬϲϯϬ ϭϭϳϮϬϬ ϮϵϵϬ ϯϲϬϬ ϰϲϯϬ ͲϭϭϭϳϯϬ ϭϯϬϯϬϱ
ϮϬ ϱϬ͘ϬϬ ϮϰϮϬ ϮϯϲϬ ϯϰϬϱ ͲϵϲϬϮϬ ϭϬϰϮϵϱ Ϯϲϰϱ Ϯϱϴϱ ϯϳϯϬ ͲϭϬϳϴϭϬ ϭϭϳϰϰϬ ϮϴϳϬ Ϯϴϭϱ ϰϬϱϱ ͲϭϭϵϲϬϬ ϭϯϬϱϵϬ
Ϯϰ ϰϱ͘ϯϯ ϮϮϴϱ ϭϴϵϱ ϯϬϳϱ Ͳϵϳϳϰϱ ϭϬϬϳϳϱ ϮϰϵϬ ϮϬϳϱ ϯϯϲϬ ͲϭϬϵϰϲϱ ϭϭϯϰϮϱ Ϯϲϵϱ ϮϮϱϱ ϯϲϱϬ ͲϭϮϭϭϴϱ ϭϮϲϬϴϬ
Ϯϴ ϰϮ͘ϱϳ Ϯϭϱϱ ϭϱϱϬ ϮϳϮϬ Ͳϵϳϴϯϱ ϵϴϱϵϬ ϮϯϰϬ ϭϲϵϱ Ϯϵϲϱ ͲϭϬϵϯϮϬ ϭϭϬϴϬϱ ϮϱϮϱ ϭϴϰϬ ϯϮϭϬ ͲϭϮϬϴϬϱ ϭϮϯϬϮϱ
ϯϮ ϰϭ͘ϬϬ Ϯϭϰϱ ϭϯϭϬ ϮϱϴϬ ͲϭϬϭϱϭϱ ϭϬϮϵϯϱ ϮϯϮϱ ϭϰϯϱ ϮϴϬϱ Ͳϭϭϯϭϱϱ ϭϭϱϰϬϬ ϮϱϬϬ ϭϱϱϱ ϯϬϯϬ ͲϭϮϰϳϵϱ ϭϮϳϴϲϱ
ϯϲ ϰϬ͘ϮϮ Ϯϭϲϱ ϭϭϯϬ ϮϱϬϬ ͲϭϬϳϭϭϬ ϭϭϬϭϵϬ ϮϯϰϬ ϭϮϯϬ Ϯϳϭϱ ͲϭϭϴϳϲϬ ϭϮϯϭϬϬ Ϯϱϭϱ ϭϯϯϱ ϮϵϯϬ ͲϭϯϬϰϭϬ ϭϯϲϬϭϱ
ϰϬ ϰϬ͘ϬϬ ϮϮϭϬ ϵϴϬ Ϯϰϲϱ ͲϭϭϰϬϭϱ ϭϭϴϳϯϱ ϮϯϴϬ ϭϬϳϬ Ϯϲϳϱ ͲϭϮϱϵϴϬ ϭϯϮϰϴϬ Ϯϱϱϱ ϭϭϲϬ Ϯϴϴϱ ͲϭϯϳϵϰϬ ϭϰϲϮϮϱ
Table E-8 - 90 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϴ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϭϰϭϮϱ ϮϯϲϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϭϵϰϴϬ ϯϬϵϮϬ ϭϮϴϬ ϯϰϵϬ ϯϳϭϬ ͲϮϰϴϴϬ ϯϴϭϵϬ
ϭϮ ϵϬ͘ϯϴ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϭϲϱϯϬ ϮϭϮϭϬ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϮϮϭϬϱ ϮϴϮϰϬ ϭϮϵϱ Ϯϯϱϱ Ϯϲϳϱ ͲϮϳϳϰϬ ϯϱϮϳϬ
ϭϲ ϳϭ͘Ϯϴ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϮϬϲϳϬ ϮϯϭϴϬ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϮϳϮϭϬ ϯϭϬϵϱ ϭϯϭϱ ϭϳϳϱ ϮϭϵϬ Ͳϯϯϳϲϱ ϯϵϬϭϬ
ϮϬ ϲϬ͘ϲϯ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϮϯϵϮϬ ϮϰϬϱϱ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϯϭϭϯϬ ϯϮϯϮϱ ϭϯϯϬ ϭϰϮϬ ϭϵϮϬ ͲϯϴϯϰϬ ϰϬϱϵϬ
Ϯϰ ϱϰ͘ϭϵ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϮϲϯϭϬ ϮϯϵϵϬ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϯϯϱϬϬ ϯϮϬϴϬ ϭϯϲϬ ϭϭϳϱ ϭϳϳϬ ͲϰϬϵϬϬ ϰϬϭϴϬ
Ϯϴ ϱϬ͘ϭϲ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϴϱϮϬ ϮϰϳϮϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϯϱϳϭϬ ϯϮϭϵϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϰϮϴϵϱ ϰϬϬϭϬ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϯϭϰϭϬ Ϯϲϱϰϱ ϭϰϯϬ ϴϳϬ ϭϲϮϬ Ͳϯϴϭϱϱ ϯϯϲϴϱ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϰϱϭϴϬ ϰϭϮϭϱ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϳϵϱ ϭϱϵϬ Ͳϯϳϲϯϱ ϯϱϮϬϱ ϭϰϳϬ ϳϵϱ ϭϱϵϬ ͲϰϮϰϯϱ ϯϳϭϭϱ ϭϰϳϬ ϳϵϱ ϭϱϵϬ ͲϰϵϯϬϬ ϰϰϳϯϱ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϴϮϱ ϭϱϳϱ Ͳϰϳϯϰϱ ϰϲϲϱϬ ϭϱϭϱ ϴϮϱ ϭϱϳϱ Ͳϰϳϲϭϱ ϰϲϲϱϬ ϭϱϭϱ ϴϮϱ ϭϱϳϱ ͲϱϰϲϰϬ ϰϵϯϵϱ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϴϳϬ ϭϱϳϬ ͲϱϮϲϴϱ ϱϱϰϱϬ ϭϱϯϱ ϴϳϬ ϭϱϳϬ ͲϱϮϲϴϱ ϱϱϰϱϬ ϭϱϯϱ ϴϳϬ ϭϱϳϬ ͲϱϳϳϲϬ ϱϱϰϱϬ
Page 639 ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ 900 ϭϱϳϬ Ͳϲϭϯϭϱ ϲϳϳϱϱ ϭϱϳϬ ϵϬϬ ϭϱϳϬ Ͳϲϭϯϭϱ ϲϳϳϱϱ ϭϱϳϬ ϵϬϬ ϭϱϳϬ ͲϲϮϳϭϬ ϲϳϳϱϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϰϭϱ ϯϴϲϱ ϰϭϬϱ ͲϯϬϮϴϬ ϰϱϰϱϱ ϭϱϱϬ ϰϮϯϱ ϰϰϵϱ ͲϯϱϲϴϬ ϱϮϳϮϱ ϭϲϴϱ ϰϲϭϬ ϰϴϵϬ ͲϰϭϬϴϬ ϱϵϵϵϱ
ϭϮ ϵϬ͘ϯϴ ϭϰϯϬ ϮϲϬϱ Ϯϵϱϱ Ͳϯϯϯϳϱ ϰϮϮϵϱ ϭϱϲϱ Ϯϴϱϱ ϯϮϰϬ ͲϯϵϬϭϱ ϰϵϯϮϱ ϭϳϬϬ ϯϭϬϱ ϯϱϮϬ ͲϰϰϲϱϬ ϱϲϯϱϱ
ϭϲ ϳϭ͘Ϯϴ ϭϰϱϬ ϭϵϲϬ ϮϰϮϬ ͲϰϬϰϬϱ ϰϲϵϯϬ ϭϱϴϱ ϮϭϱϬ Ϯϲϰϱ ͲϰϳϬϰϱ ϱϰϵϮϱ ϭϳϮϬ Ϯϯϯϱ Ϯϴϳϱ ͲϱϯϲϴϬ ϲϮϵϮϬ
ϮϬ ϲϬ͘ϲϯ ϭϰϲϬ ϭϱϲϱ Ϯϭϭϱ ͲϰϱϱϱϬ ϰϴϵϰϬ ϭϱϵϱ ϭϳϭϬ ϮϯϭϬ ͲϱϮϳϲϬ ϱϳϯϱϬ ϭϳϯϬ ϭϴϲϬ ϮϱϬϱ ͲϲϬϬϰϬ ϲϱϳϲϱ
Ϯϰ ϱϰ͘ϭϵ ϭϰϯϱ ϭϮϴϱ ϭϵϰϱ ͲϰϴϯϮϱ ϰϴϮϴϬ ϭϱϲϬ ϭϰϬϬ ϮϭϮϬ ͲϱϱϳϱϬ ϱϲϯϳϱ ϭϲϴϱ ϭϱϮϬ ϮϯϬϬ ͲϲϯϭϴϬ ϲϰϰϳϱ
Ϯϴ ϱϬ͘ϭϲ ϭϰϭϬ ϭϬϳϱ ϭϴϬϬ ͲϱϬϬϴϬ ϰϳϴϮϱ ϭϱϮϬ ϭϭϳϬ ϭϵϲϬ Ͳϱϳϰϭϱ ϱϱϲϰϬ ϭϲϯϱ ϭϮϲϱ Ϯϭϭϱ Ͳϲϰϴϭϱ ϲϯϰϱϱ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϵϭϱ ϭϲϳϱ ͲϱϮϮϳϱ ϰϴϴϮϱ ϭϰϵϱ ϵϵϱ ϭϴϭϬ ͲϱϵϯϳϬ ϱϲϰϯϬ ϭϱϵϱ ϭϬϳϱ ϭϵϱϬ Ͳϲϲϰϲϱ ϲϰϬϯϱ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϳϵϱ ϭϲϯϬ ͲϱϲϮϳϱ ϱϮϯϱϱ ϭϱϭϱ ϴϲϬ ϭϳϱϱ ͲϲϯϰϴϬ ϱϵϵϳϱ ϭϲϭϱ ϵϯϬ ϭϴϴϱ ͲϳϬϲϴϱ ϲϳϲϬϬ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϴϮϱ ϭϲϭϬ ͲϲϭϲϲϬ ϱϳϬϰϬ ϭϱϱϬ ϴϮϱ ϭϳϯϬ Ͳϲϴϲϴϱ ϲϱϭϰϬ ϭϲϰϱ ϴϮϱ ϭϴϱϬ Ͳϳϱϴϳϱ ϳϯϮϰϬ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϴϳϬ ϭϲϬϱ ͲϲϰϴϵϬ ϲϬϰϱϬ ϭϱϳϬ ϴϳϬ ϭϳϮϱ ͲϳϮϬϮϬ ϲϴϰϬϱ ϭϲϳϬ ϴϳϬ ϭϴϰϱ ͲϳϵϭϱϬ ϳϲϯϱϱ
ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ ϵϬϬ ϭϲϬϱ ͲϲϵϵϳϬ ϲϳϳϱϱ ϭϲϬϱ ϵϬϬ ϭϳϮϬ ͲϳϳϮϯϬ ϳϰϬϰϬ ϭϳϬϱ ϵϬϬ ϭϴϰϬ ͲϴϰϰϵϬ ϴϮϰϲϱ
Table E-8 - 90 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϴ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϵϲϬ ϱϯϱϬ ϱϲϴϬ Ͳϱϭϴϳϱ ϳϰϱϯϬ ϮϮϯϬ ϲϬϵϱ ϲϰϳϬ ͲϲϮϲϳϱ ϴϵϬϳϬ ϮϱϬϬ ϲϴϰϬ ϳϮϲϬ ͲϳϯϰϳϬ ϭϬϯϲϬϱ
ϭϮ ϵϬ͘ϯϴ ϭϵϳϱ ϯϲϬϱ ϰϬϴϱ ͲϱϱϵϮϱ ϳϬϰϭϬ ϮϮϰϱ ϰϭϬϬ ϰϲϱϬ Ͳϲϳϭϵϱ ϴϰϰϲϱ Ϯϱϭϱ ϰϲϬϬ ϱϮϭϱ ͲϳϴϰϳϬ ϵϴϱϮϬ
ϭϲ ϳϭ͘Ϯϴ ϭϵϵϱ ϮϳϬϱ ϯϯϯϬ ͲϲϲϵϲϬ ϳϴϵϭϱ ϮϮϲϱ ϯϬϴϬ ϯϳϵϬ ͲϴϬϮϰϬ ϵϰϵϭϬ Ϯϱϯϱ ϯϰϱϬ ϰϮϰϱ ͲϵϯϱϮϬ ϭϭϬϵϬϬ
ϮϬ ϲϬ͘ϲϯ ϭϵϵϱ Ϯϭϱϱ Ϯϴϵϱ Ͳϳϰϲϲϱ ϴϮϱϵϬ ϮϮϲϬ Ϯϰϰϱ ϯϮϵϬ ͲϴϵϮϵϬ ϵϵϰϭϱ ϮϱϮϱ ϮϳϰϬ ϯϲϴϬ ͲϭϬϯϵϭϬ ϭϭϲϮϰϱ
Ϯϰ ϱϰ͘ϭϵ ϭϵϯϬ ϭϳϱϱ ϮϲϱϬ ͲϳϴϬϯϬ ϴϬϳϳϱ Ϯϭϳϱ ϭϵϵϬ ϯϬϬϱ ͲϵϮϴϴϬ ϵϳϮϯϬ ϮϰϮϱ ϮϮϮϱ ϯϯϲϬ ͲϭϬϳϴϯϬ ϭϭϯϲϴϱ
Ϯϴ ϱϬ͘ϭϲ ϭϴϲϬ ϭϰϲϬ ϮϰϯϬ Ͳϳϵϲϭϱ ϳϵϬϵϬ ϮϬϴϱ ϭϲϱϬ Ϯϳϰϱ ͲϵϰϰϮϬ ϵϰϳϮϬ ϮϯϭϬ ϭϴϰϱ ϯϬϱϱ ͲϭϬϵϮϮϱ ϭϭϬϯϱϬ
ϯϮ ϰϳ͘ϲϰ ϭϴϬϱ ϭϮϯϬ ϮϮϮϬ ͲϴϬϲϴϱ ϳϵϮϰϱ ϮϬϭϬ ϭϯϵϬ Ϯϰϵϱ ͲϵϱϮϱϬ ϵϰϰϱϱ ϮϮϭϱ ϭϱϱϬ Ϯϳϲϱ ͲϭϬϵϴϭϱ ϭϬϵϲϳϬ
ϯϲ ϰϲ͘ϭϯ ϭϴϭϱ ϭϬϲϱ ϮϭϰϬ ͲϴϱϬϵϬ ϴϮϴϲϬ ϮϬϭϱ ϭϮϬϱ ϮϯϵϬ ͲϵϵϱϬϬ ϵϴϲϮϱ ϮϮϭϱ ϭϯϰϬ Ϯϲϰϱ ͲϭϭϯϵϬϱ ϭϭϰϯϴϱ
ϰϬ ϰϱ͘ϯϭ ϭϴϰϱ ϵϯϱ ϮϬϵϬ ͲϵϬϱϳϱ ϴϵϰϰϱ ϮϬϰϬ ϭϬϱϱ Ϯϯϯϱ ͲϭϬϱϮϳϬ ϭϬϱϲϱϬ ϮϮϯϱ ϭϭϳϬ Ϯϱϳϱ ͲϭϭϵϵϳϬ ϭϮϭϴϱϱ
ϰϮ ϰϱ͘ϭϭ ϭϴϲϱ ϴϳϱ ϮϬϴϬ Ͳϵϯϴϴϱ ϵϯϬϱϱ ϮϬϲϬ ϵϵϬ ϮϯϮϬ ͲϭϬϴϳϵϬ ϭϬϵϳϴϬ ϮϮϱϱ ϭϭϬϬ Ϯϱϱϱ ͲϭϮϯϲϵϬ ϭϮϲϱϬϬ
Page 640 ϰϱ ϰϱ͘ϬϬ ϭϵϬϬ ϵϬϬ ϮϬϳϬ ͲϵϵϬϭϱ ϵϵϯϮϱ ϮϬϵϱ ϵϬϬ ϮϯϬϬ ͲϭϭϰϬϲϬ ϭϭϲϭϴϬ ϮϮϵϬ ϭϬϬϬ Ϯϱϯϱ ͲϭϮϵϮϬϱ ϭϯϯϬϯϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϮϳϳϬ ϳϱϴϱ ϴϬϱϬ ͲϴϰϮϳϬ ϭϭϴϭϰϱ ϯϬϰϬ ϴϯϯϬ ϴϴϰϬ ͲϵϱϬϳϬ ϭϯϮϲϴϬ ϯϯϭϱ ϵϬϳϬ ϵϲϯϬ ͲϭϬϱϴϲϱ ϭϰϳϮϮϬ
ϭϮ ϵϬ͘ϯϴ Ϯϳϴϱ ϱϭϬϬ ϱϳϴϬ Ͳϴϵϳϰϱ ϭϭϮϱϴϬ ϯϬϱϱ ϱϲϬϬ ϲϯϰϱ ͲϭϬϭϬϭϱ ϭϮϲϲϯϱ ϯϯϯϬ ϲϬϵϱ ϲϵϭϬ ͲϭϭϮϮϵϬ ϭϰϬϲϵϬ
ϭϲ ϳϭ͘Ϯϴ ϮϴϬϱ ϯϴϮϱ ϰϳϬϬ ͲϭϬϲϳϵϱ ϭϮϲϴϵϱ ϯϬϴϬ ϰϭϵϱ ϱϭϲϬ ͲϭϮϬϬϳϱ ϭϰϮϴϵϬ ϯϯϱϬ ϰϱϳϬ ϱϲϭϱ Ͳϭϯϯϯϱϱ ϭϱϴϴϴϬ
ϮϬ ϲϬ͘ϲϯ ϮϳϵϬ ϯϬϯϱ ϰϬϳϬ Ͳϭϭϴϱϯϱ ϭϯϯϬϳϬ ϯϬϲϬ ϯϯϯϬ ϰϰϲϱ ͲϭϯϯϭϲϬ ϭϰϵϴϵϱ ϯϯϮϱ ϯϲϮϬ ϰϴϱϱ Ͳϭϰϳϳϴϱ ϭϲϲϳϮϬ
Ϯϰ ϱϰ͘ϭϵ ϮϲϳϬ Ϯϰϲϱ ϯϳϭϱ ͲϭϮϮϴϱϬ ϭϯϬϭϰϱ ϮϵϮϬ ϮϳϬϬ ϰϬϲϱ ͲϭϯϳϴϳϬ ϭϰϲϲϬϬ ϯϭϲϱ Ϯϵϯϱ ϰϰϮϬ ͲϭϱϮϴϵϱ ϭϲϯϬϱϱ
Ϯϴ ϱϬ͘ϭϲ ϮϱϰϬ ϮϬϯϱ ϯϯϳϬ ͲϭϮϰϬϮϱ ϭϮϲϬϬϱ Ϯϳϲϱ ϮϮϯϬ ϯϲϴϱ ͲϭϯϴϴϯϬ ϭϰϭϴϰϱ ϮϵϵϬ ϮϰϮϬ ϯϵϵϱ ͲϭϱϯϲϯϬ ϭϱϳϲϴϱ
ϯϮ ϰϳ͘ϲϰ ϮϰϮϬ ϭϳϭϬ ϯϬϰϬ ͲϭϮϰϯϴϬ ϭϮϰϴϴϬ ϮϲϯϬ ϭϴϳϬ ϯϯϭϬ ͲϭϯϴϵϰϬ ϭϰϬϭϯϱ Ϯϴϯϱ ϮϬϯϬ ϯϱϴϱ ͲϭϱϯϱϬϱ ϭϱϱϱϵϬ
ϯϲ ϰϲ͘ϭϯ Ϯϰϭϱ ϭϰϳϱ ϮϵϬϬ ͲϭϮϴϱϳϱ ϭϯϬϭϱϬ Ϯϲϭϱ ϭϲϭϬ ϯϭϱϱ Ͳϭϰϯϯϭϱ ϭϰϱϵϭϬ Ϯϴϭϱ ϭϳϱϬ ϯϰϭϬ ͲϭϱϴϬϲϬ ϭϲϭϲϳϱ
ϰϬ ϰϱ͘ϯϭ ϮϰϯϬ ϭϮϵϬ Ϯϴϭϱ ͲϭϯϰϲϳϬ ϭϯϴϬϲϬ ϮϲϯϬ ϭϰϬϱ ϯϬϲϬ ͲϭϰϵϯϳϬ ϭϱϰϮϲϱ ϮϴϮϱ ϭϱϮϱ ϯϯϬϱ ͲϭϲϰϬϲϱ ϭϳϬϰϳϬ
ϰϮ ϰϱ͘ϭϭ ϮϰϱϬ ϭϮϭϬ Ϯϳϵϱ Ͳϭϯϴϱϵϱ ϭϰϯϮϮϱ Ϯϲϰϱ ϭϯϮϬ ϯϬϯϱ Ͳϭϱϯϰϵϱ ϭϱϵϵϱϬ Ϯϴϰϱ ϭϰϯϬ ϯϮϴϬ ͲϭϲϴϰϬϬ ϭϳϲϲϳϱ
ϰϱ ϰϱ͘ϬϬ Ϯϰϴϱ ϭϭϬϬ ϮϳϳϬ ͲϭϰϰϯϱϬ ϭϱϬϭϵϱ ϮϲϴϬ ϭϮϬϬ ϯϬϬϱ Ͳϭϱϵϰϵϱ ϭϲϳϱϴϬ Ϯϴϳϱ ϭϯϬϱ ϯϮϰϱ Ͳϭϳϰϲϰϱ ϭϴϰϵϳϬ
Table E-9 - 100 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϵ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϭϴϵϴϱ Ϯϳϲϱϱ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϮϱϴϬϱ ϯϲϰϴϱ ϭϰϮϱ ϯϰϳϱ ϯϳϰϬ ͲϯϮϲϮϱ ϰϱϯϭϬ
ϭϰ ϵϲ͘Ϯϵ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϮϭϱϬϬ ϮϲϮϰϬ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϮϴϲϭϬ ϯϱϬϴϱ ϭϰϰϬ ϮϱϬϬ Ϯϴϲϱ ͲϯϱϳϵϬ ϰϯϵϮϱ
ϭϴ ϳϴ͘ϰϰ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϮϱϵϰϬ ϮϴϱϭϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϯϰϬϴϱ ϯϴϯϭϱ ϭϰϲϱ ϭϵϱϬ Ϯϰϭϱ ͲϰϮϮϱϱ ϰϴϭϭϱ
ϮϮ ϲϳ͘ϴϮ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϮϵϱϬϱ ϮϵϱϱϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ Ͳϯϴϯϵϱ ϯϵϳϮϱ ϭϰϳϱ ϭϱϵϱ Ϯϭϰϱ ͲϰϳϮϴϱ ϰϵϵϮϬ
Ϯϲ ϲϭ͘Ϭϴ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϯϮϭϲϱ Ϯϵϱϳϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϰϭϬϴϱ ϯϵϱϳϬ ϭϱϬϱ ϭϯϰϬ ϭϵϴϱ ͲϱϬϮϱϱ ϰϵϱϲϬ
ϯϬ ϱϲ͘ϲϳ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ Ͳϯϰϱϵϱ ϯϬϬϬϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϰϯϰϵϬ ϯϵϲϬϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϱϮϯϵϬ ϰϵϮϰϱ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϳϰϱϬ ϯϭϲϭϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ Ͳϰϱϵϯϱ ϰϬϳϵϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϱϰϳϯϬ ϱϬϭϬϬ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϯϵϭϲϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϵϵϴϬ ϰϯϴϴϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϱϴϰϮϱ ϱϯϬϯϱ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϴϵϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϱϬϲϲϱ ϭϲϱϱ ϴϵϬ ϭϳϱϱ ͲϱϱϭϭϬ ϱϬϲϲϱ ϭϲϱϱ ϴϵϬ ϭϳϱϱ Ͳϲϯϲϲϱ ϱϳϰϬϬ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϵϮϬ ϭϳϰϱ ͲϲϯϬϰϱ ϲϰϵϴϬ ϭϳϬϬ ϵϮϬ ϭϳϰϱ ͲϲϯϬϰϱ ϲϰϵϴϬ ϭϳϬϬ ϵϮϬ ϭϳϰϱ ͲϳϬϭϲϱ ϲϰϵϴϬ
Page 641 ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ 995 ϭϳϰϱ ͲϳϱϳϮϬ ϴϱϳϱϬ ϭϳϰϱ ϵϵϱ ϭϳϰϱ ͲϳϱϳϮϬ ϴϱϳϱϬ ϭϳϰϱ ϵϵϱ ϭϳϰϱ ͲϳϳϰϰϬ ϴϱϳϱϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϱϳϱ ϯϴϰϱ ϰϭϰϬ ͲϯϵϰϰϬ ϱϰϭϰϬ ϭϳϮϱ ϰϮϭϱ ϰϱϯϱ ͲϰϲϮϲϬ ϲϮϵϲϱ ϭϴϳϱ ϰϱϴϱ ϰϵϯϱ ͲϱϯϬϴϬ ϳϭϳϵϬ
ϭϰ ϵϲ͘Ϯϵ ϭϱϵϬ Ϯϳϲϱ ϯϭϳϬ ͲϰϮϵϳϬ ϱϮϳϳϬ ϭϳϰϱ ϯϬϯϬ ϯϰϳϬ ͲϱϬϭϱϬ ϲϭϲϭϬ ϭϴϵϱ ϯϮϵϬ ϯϳϳϱ ͲϱϳϯϯϬ ϳϬϰϱϱ
ϭϴ ϳϴ͘ϰϰ ϭϲϭϱ Ϯϭϱϱ Ϯϲϲϱ ͲϱϬϱϯϬ ϱϳϵϮϬ ϭϳϲϱ ϮϯϲϬ ϮϵϮϬ ͲϱϴϴϬϬ ϲϳϳϵϱ ϭϵϭϱ Ϯϱϲϱ ϯϭϳϬ ͲϲϳϬϳϬ ϳϳϲϵϱ
ϮϮ ϲϳ͘ϴϮ ϭϲϮϱ ϭϳϲϬ Ϯϯϲϱ Ͳϱϲϭϳϱ ϲϬϮϵϬ ϭϳϳϱ ϭϵϮϱ Ϯϱϴϱ ͲϲϱϬϲϱ ϳϬϲϲϬ ϭϵϮϬ ϮϬϵϬ ϮϴϬϱ ͲϳϰϬϴϬ ϴϭϬϯϬ
Ϯϲ ϲϭ͘Ϭϴ ϭϲϬϬ ϭϰϲϱ Ϯϭϴϱ ͲϱϵϰϮϬ ϱϵϱϱϬ ϭϳϰϬ ϭϲϬϱ Ϯϯϴϱ Ͳϲϴϱϴϱ ϲϵϲϱϱ ϭϴϴϬ ϭϳϰϬ Ϯϱϴϱ Ͳϳϳϳϱϱ ϳϵϴϲϬ
ϯϬ ϱϲ͘ϲϳ ϭϱϳϬ ϭϮϰϱ ϮϬϰϬ Ͳϲϭϯϴϱ ϱϴϴϴϬ ϭϳϬϬ ϭϯϲϬ ϮϮϮϬ ͲϳϬϱϲϬ ϲϴϱϮϬ ϭϴϯϬ ϭϰϳϬ ϮϰϬϬ ͲϳϵϳϯϬ ϳϴϭϱϱ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϳϬ ϭϵϬϱ ͲϲϯϱϯϬ ϱϵϰϬϱ ϭϲϲϱ ϭϭϲϱ ϮϬϲϬ ͲϳϮϯϮϱ ϲϴϳϭϱ ϭϳϴϱ ϭϮϲϬ ϮϮϮϬ ͲϴϭϭϮϬ ϳϴϬϮϬ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϵϰϬ ϭϴϯϬ ͲϲϳϮϳϱ ϲϮϭϵϱ ϭϲϳϬ ϭϬϮϬ ϭϵϳϱ ͲϳϲϭϮϱ ϳϭϲϰϱ ϭϳϴϬ ϭϭϬϬ ϮϭϮϬ Ͳϴϰϵϳϱ ϴϭϮϰϱ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϴϵϬ ϭϳϵϱ ͲϳϮϮϭϱ ϲϳϬϲϬ ϭϲϵϱ ϵϬϬ ϭϵϯϱ ͲϴϬϵϵϱ ϳϲϳϮϬ ϭϴϬϱ ϵϳϱ ϮϬϳϬ Ͳϴϵϵϱϱ ϴϲϯϴϬ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϵϮϬ ϭϳϴϱ ͲϳϴϵϯϬ ϳϯϯϭϬ ϭϳϰϬ ϵϮϬ ϭϵϭϱ ͲϴϳϳϬϬ ϴϯϬϬϬ ϭϴϰϱ ϵϮϬ ϮϬϱϬ ͲϵϲϰϳϬ ϵϯϬϲϬ
ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ ϵϵϱ ϭϳϴϱ ͲϴϲϰϭϬ ϴϱϳϱϬ ϭϳϴϱ ϵϵϱ ϭϵϭϱ Ͳϵϱϯϳϱ ϵϭϯϲϬ ϭϴϵϱ ϵϵϱ ϮϬϰϬ ͲϭϬϰϯϰϬ ϭϬϭϳϲϬ
Table E-9 - 100 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϵ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϮϭϴϬ ϱϯϮϱ ϱϳϯϬ Ͳϲϲϳϭϱ ϴϵϰϰϱ ϮϰϴϬ ϲϬϲϬ ϲϱϮϱ ͲϴϬϯϱϱ ϭϬϳϭϬϬ ϮϳϴϬ ϲϴϬϬ ϳϯϮϬ ͲϵϯϵϵϬ ϭϮϰϳϱϱ
ϭϰ ϵϲ͘Ϯϵ Ϯϭϵϱ ϯϴϮϬ ϰϯϴϬ ͲϳϭϲϵϬ ϴϴϭϰϬ Ϯϰϵϱ ϰϯϱϬ ϰϵϴϱ ͲϴϲϬϱϬ ϭϬϱϴϮϬ Ϯϳϵϱ ϰϴϴϬ ϱϱϵϬ ͲϭϬϬϰϭϬ ϭϮϯϱϬϱ
ϭϴ ϳϴ͘ϰϰ ϮϮϭϱ Ϯϵϳϱ ϯϲϳϱ Ͳϴϯϲϭϱ ϵϳϰϵϱ Ϯϱϭϱ ϯϯϴϬ ϰϭϳϱ ͲϭϬϬϭϱϱ ϭϭϳϮϵϬ ϮϴϮϬ ϯϳϵϬ ϰϲϴϬ ͲϭϭϲϳϬϬ ϭϯϳϬϵϬ
ϮϮ ϲϳ͘ϴϮ ϮϮϮϬ ϮϰϮϬ ϯϮϰϬ ͲϵϮϭϮϬ ϭϬϭϳϳϬ Ϯϱϭϱ ϮϳϱϬ ϯϲϴϬ ͲϭϭϬϭϱϱ ϭϮϮϱϭϬ ϮϴϭϬ ϯϬϴϬ ϰϭϮϬ ͲϭϮϴϭϵϬ ϭϰϯϮϱϬ
Ϯϲ ϲϭ͘Ϭϴ Ϯϭϱϱ ϮϬϭϬ Ϯϵϴϱ ͲϵϲϬϴϱ ϭϬϬϮϳϬ Ϯϰϯϱ ϮϮϴϬ ϯϯϴϱ Ͳϭϭϰϰϲϱ ϭϮϬϲϴϬ ϮϳϭϬ ϮϱϱϬ ϯϳϴϱ ͲϭϯϯϬϮϬ ϭϰϭϬϵϬ
ϯϬ ϱϲ͘ϲϳ ϮϬϴϱ ϭϲϵϱ ϮϳϲϬ ͲϵϴϬϳϱ ϵϳϴϭϱ Ϯϯϰϱ ϭϵϮϬ ϯϭϮϬ ͲϭϭϲϰϮϬ ϭϭϳϱϰϬ ϮϲϬϬ Ϯϭϰϱ ϯϰϴϬ Ͳϭϯϰϳϲϱ ϭϯϳϮϲϱ
ϯϰ ϱϯ͘ϳϲ ϮϬϮϬ ϭϰϱϬ ϮϱϰϬ ͲϵϵϭϬϬ ϵϳϬϮϱ ϮϮϱϱ ϭϲϰϬ Ϯϴϱϱ ͲϭϭϳϭϴϬ ϭϭϲϭϵϬ ϮϰϵϬ ϭϴϮϱ ϯϭϳϱ ͲϭϯϱϮϲϬ ϭϯϱϯϱϱ
ϯϴ ϱϭ͘ϴϵ ϮϬϭϬ ϭϮϲϱ Ϯϰϭϱ ͲϭϬϮϲϳϬ ϭϬϬϰϰϱ ϮϮϯϱ ϭϰϮϱ ϮϳϬϱ ͲϭϮϬϯϳϬ ϭϭϵϲϰϬ ϮϰϲϬ ϭϱϵϬ Ϯϵϵϱ Ͳϭϯϴϰϴϱ ϭϯϴϴϰϬ
ϰϮ ϱϬ͘ϳϲ ϮϬϮϱ ϭϭϭϱ Ϯϯϰϱ ͲϭϬϳϴϴϬ ϭϬϱϳϬϬ ϮϮϰϱ ϭϮϱϱ ϮϲϮϬ ͲϭϮϱϴϬϱ ϭϮϱϬϮϬ Ϯϰϲϱ ϭϰϬϬ ϮϵϬϬ ͲϭϰϯϳϮϱ ϭϰϰϯϰϬ
ϰϲ ϱϬ͘ϭϳ ϮϬϲϱ ϵϵϱ Ϯϯϭϱ ͲϭϭϰϳϯϬ ϭϭϯϱϮϬ ϮϮϴϬ ϭϭϮϬ ϮϱϴϬ ͲϭϯϯϬϲϬ ϭϯϯϵϳϱ ϮϱϬϬ ϭϮϰϱ Ϯϴϰϱ Ͳϭϱϭϯϵϱ ϭϱϰϰϯϱ
Page 642 ϱϬ ϱϬ͘ϬϬ ϮϭϭϬ ϵϵϱ ϮϯϬϬ ͲϭϮϮϮϳϬ ϭϮϮϱϲϱ ϮϯϮϱ ϭϬϬϬ Ϯϱϱϱ ͲϭϰϬϴϱϱ ϭϰϯϯϳϬ Ϯϱϰϱ ϭϭϭϬ Ϯϴϭϱ Ͳϭϱϵϱϱϱ ϭϲϰϭϳϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϯϬϴϬ ϳϱϰϬ ϴϭϮϬ ͲϭϬϳϲϯϬ ϭϰϮϰϭϬ ϯϯϴϱ ϴϮϴϬ ϴϵϭϱ ͲϭϮϭϮϲϱ ϭϲϬϬϲϬ ϯϲϴϱ ϵϬϮϬ ϵϳϭϬ ͲϭϯϰϵϬϱ ϭϳϳϳϭϱ
ϭϰ ϵϲ͘Ϯϵ ϯϭϬϬ ϱϰϬϱ ϲϭϵϱ ͲϭϭϰϳϳϬ ϭϰϭϭϵϬ ϯϰϬϬ ϱϵϯϱ ϲϴϬϬ ͲϭϮϵϭϯϬ ϭϱϴϴϳϱ ϯϳϬϬ ϲϰϲϱ ϳϰϬϱ ͲϭϰϯϰϵϬ ϭϳϲϱϲϬ
ϭϴ ϳϴ͘ϰϰ ϯϭϮϬ ϰϮϬϬ ϱϭϴϱ ͲϭϯϯϮϰϬ ϭϱϲϴϵϬ ϯϰϮϬ ϰϲϭϬ ϱϲϵϬ Ͳϭϰϵϳϴϱ ϭϳϲϲϵϬ ϯϳϮϱ ϱϬϮϬ ϲϭϵϬ ͲϭϲϲϯϯϬ ϭϵϲϰϵϬ
ϮϮ ϲϳ͘ϴϮ ϯϭϬϱ ϯϰϭϬ ϰϱϲϬ ͲϭϰϲϮϮϱ ϭϲϯϵϵϬ ϯϰϬϱ ϯϳϰϬ ϰϵϵϱ ͲϭϲϰϮϲϱ ϭϴϰϳϯϬ ϯϳϬϬ ϰϬϳϬ ϱϰϯϱ ͲϭϴϮϯϬϬ ϮϬϱϰϳϬ
Ϯϲ ϲϭ͘Ϭϴ ϮϵϵϬ ϮϴϮϬ ϰϭϴϬ Ͳϭϱϭϱϳϱ ϭϲϭϱϬϱ ϯϮϳϬ ϯϬϵϬ ϰϱϴϬ ͲϭϳϬϭϮϱ ϭϴϭϵϭϱ ϯϱϰϱ ϯϯϲϬ ϰϵϴϬ ͲϭϴϴϲϴϬ ϮϬϮϯϮϱ
ϯϬ ϱϲ͘ϲϳ Ϯϴϱϱ ϮϯϳϬ ϯϴϰϬ ͲϭϱϯϭϭϬ ϭϱϲϵϵϬ ϯϭϭϱ Ϯϱϵϱ ϰϮϬϬ Ͳϭϳϭϰϱϱ ϭϳϲϳϭϱ ϯϯϳϬ ϮϴϮϬ ϰϱϲϬ ͲϭϴϵϴϬϬ ϭϵϲϰϰϬ
ϯϰ ϱϯ͘ϳϲ ϮϳϮϱ ϮϬϭϱ ϯϰϵϬ ͲϭϱϯϯϰϬ ϭϱϰϱϮϬ Ϯϵϲϱ ϮϮϬϱ ϯϴϭϬ ͲϭϳϭϰϮϬ ϭϳϯϲϴϱ ϯϮϬϬ ϮϯϵϬ ϰϭϮϱ ͲϭϴϵϱϬϬ ϭϵϮϴϱϬ
ϯϴ ϱϭ͘ϴϵ Ϯϲϴϱ ϭϳϱϬ ϯϮϵϬ ͲϭϱϲϲϮϬ ϭϱϴϬϯϱ ϮϵϭϬ ϭϵϭϬ ϯϱϴϬ Ͳϭϳϰϳϱϱ ϭϳϳϮϯϱ ϯϭϯϱ ϮϬϳϱ ϯϴϳϬ ͲϭϵϮϴϵϬ ϭϵϲϰϯϬ
ϰϮ ϱϬ͘ϳϲ Ϯϲϴϱ ϭϱϰϬ ϯϭϳϱ ͲϭϲϭϲϱϬ ϭϲϯϲϲϬ ϮϵϬϱ ϭϲϴϬ ϯϰϱϬ ͲϭϳϵϳϰϬ ϭϴϮϵϴϬ ϯϭϮϱ ϭϴϮϱ ϯϳϮϱ ͲϭϵϴϬϱϱ ϮϬϮϲϬϬ
ϰϲ ϱϬ͘ϭϳ Ϯϳϭϱ ϭϯϳϬ ϯϭϭϬ ͲϭϲϵϳϯϬ ϭϳϰϴϵϬ Ϯϵϯϱ ϭϰϵϱ ϯϯϴϬ ͲϭϴϴϬϲϱ ϭϵϱϯϰϱ ϯϭϱϬ ϭϲϮϬ ϯϲϱϬ ͲϮϬϲϯϵϱ ϮϭϱϴϬϱ
ϱϬ ϱϬ͘ϬϬ ϮϳϲϬ ϭϮϮϱ ϯϬϴϬ ͲϭϳϴϮϱϱ ϭϴϱϯϱϬ Ϯϵϳϱ ϭϯϯϱ ϯϯϰϬ ͲϭϵϲϵϲϬ ϮϬϲϴϭϬ ϯϭϵϱ ϭϰϱϬ ϯϲϬϱ ͲϮϭϱϲϲϬ ϮϮϴϮϳϬ
Table E-10 - 110 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϬ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϮϮϮϲϬ ϯϰϭϳϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϯϬϰϯϱ ϰϰϴϳϬ ϭϴϭϬ ϰϴϱϱ ϱϭϲϱ ͲϯϴϲϳϬ ϱϱϱϳϬ
ϭϰ ϭϭϱ͘Ϭϰ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϮϱϭϬϬ ϯϭϮϵϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϯϯϰϮϱ ϰϭϳϲϬ ϭϴϯϬ ϯϰϵϱ ϯϵϮϱ ͲϰϭϴϲϬ ϱϮϮϯϬ
ϭϴ ϵϯ͘Ϭϯ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϮϵϵϱϱ ϯϯϬϰϱ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϯϵϯϯϱ ϰϰϯϵϬ ϭϴϱϱ ϮϳϯϬ ϯϮϳϱ Ͳϰϴϳϭϱ ϱϱϳϰϱ
ϮϮ ϳϵ͘ϳϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ Ͳϯϰϳϴϱ ϯϰϳϴϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ Ͳϰϱϭϴϱ ϰϲϴϵϬ ϭϴϴϱ ϮϮϰϬ Ϯϴϵϱ Ͳϱϱϱϴϱ ϱϵϮϭϬ
Ϯϲ ϳϭ͘ϭϳ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ Ͳϯϴϴϵϱ ϯϱϰϰϬ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ Ͳϰϵϰϴϱ ϰϳϯϵϱ ϭϴϵϬ ϭϴϴϱ Ϯϲϰϱ ͲϲϬϰϮϬ ϱϵϳϵϱ
ϯϬ ϲϱ͘ϰϮ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϰϮϰϱϬ ϯϲϭϭϱ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϱϯϮϮϬ ϰϳϲϱϱ ϭϵϯϬ ϭϲϮϬ ϮϱϬϬ ͲϲϯϵϵϬ ϱϵϰϬϱ
ϯϰ ϲϭ͘ϰϵ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϰϲϰϳϬ ϯϳϴϯϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϱϲϳϳϬ ϰϴϴϳϬ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϲϳϱϮϬ ϱϵϵϲϱ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϱϭϬϳϬ ϰϬϵϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϲϭϭϲϬ ϱϭϰϵϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϳϭϮϱϬ ϲϮϮϱϬ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϭϳϱ ϮϮϳϱ ͲϱϳϳϬϬ ϰϲϵϱϱ ϮϬϳϬ ϭϭϳϱ ϮϮϳϱ Ͳϲϳϰϯϱ ϱϲϮϭϬ ϮϬϳϬ ϭϭϳϱ ϮϮϳϱ Ͳϳϳϲϰϱ ϲϳϯϭϱ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϮϭϱ ϮϮϲϬ ͲϳϬϰϴϱ ϱϵϰϮϬ ϮϭϯϬ ϭϮϭϱ ϮϮϲϬ Ͳϳϰϳϰϱ ϲϮϲϬϱ ϮϭϯϬ ϭϮϭϱ ϮϮϲϬ ͲϴϱϬϴϱ ϳϯϯϵϬ
Page 643 ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ 1260 ϮϮϱϬ Ͳϴϰϳϵϱ ϳϰϱϵϱ Ϯϭϴϱ ϭϮϲϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϳϰϱϵϱ Ϯϭϴϱ ϭϮϲϬ ϮϮϱϬ ͲϵϰϬϲϬ ϴϭϳϬϱ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϯϲϬ ϮϮϲϬ ͲϭϬϰϵϮϱ ϭϬϮϬϭϱ ϮϮϲϱ ϭϯϲϬ ϮϮϲϬ ͲϭϬϰϵϮϱ ϭϬϮϬϭϱ ϮϮϲϱ ϭϯϲϬ ϮϮϲϬ ͲϭϬϳϭϳϬ ϭϬϮϬϭϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϵϳϱ ϱϯϬϱ ϱϲϰϱ ͲϰϲϵϬϬ ϲϲϮϳϱ ϮϭϰϬ ϱϳϱϬ ϲϭϮϬ Ͳϱϱϭϯϱ ϳϲϵϳϱ ϮϯϬϱ ϲϮϬϬ ϲϱϵϱ Ͳϲϯϯϲϱ ϴϳϲϳϱ
ϭϰ ϭϭϱ͘Ϭϰ ϭϵϵϱ ϯϴϭϱ ϰϮϴϱ ͲϱϬϯϮϬ ϲϮϳϬϬ ϮϭϲϬ ϰϭϰϬ ϰϲϰϬ ͲϱϴϳϴϬ ϳϯϭϲϱ ϮϯϮϱ ϰϰϲϬ ϱϬϬϬ ͲϲϳϮϯϱ ϴϯϲϯϱ
ϭϴ ϵϯ͘Ϭϯ ϮϬϮϬ ϮϵϴϬ ϯϱϳϬ ͲϱϴϭϴϬ ϲϳϮϱϱ Ϯϭϴϱ ϯϮϯϬ ϯϴϲϱ ͲϲϳϳϬϱ ϳϴϳϳϬ ϮϯϱϬ ϯϰϳϱ ϰϭϲϱ ͲϳϳϮϯϱ ϵϬϮϴϬ
ϮϮ ϳϵ͘ϳϱ ϮϬϱϬ ϮϰϰϬ ϯϭϱϱ ͲϲϱϵϴϬ ϳϭϱϯϬ ϮϮϮϬ Ϯϲϰϱ ϯϰϭϱ ͲϳϲϯϴϬ ϴϯϴϱϬ Ϯϯϴϱ Ϯϴϰϱ ϯϲϳϬ Ͳϴϲϴϲϱ ϵϲϭϳϱ
Ϯϲ ϳϭ͘ϭϳ ϮϬϱϬ ϮϬϱϱ Ϯϴϳϱ ͲϳϭϯϳϬ ϳϮϭϵϬ ϮϮϭϬ ϮϮϮϬ ϯϭϬϱ ͲϴϮϯϮϱ ϴϰϱϵϬ ϮϯϳϬ ϮϯϵϬ ϯϯϯϱ ͲϵϯϮϴϬ ϵϲϵϴϱ
ϯϬ ϲϱ͘ϰϮ ϮϬϯϱ ϭϳϲϬ ϮϳϭϬ ͲϳϰϴϱϬ ϳϭϰϳϬ Ϯϭϴϱ ϭϵϬϬ ϮϵϮϱ ͲϴϱϵϳϬ ϴϯϱϯϱ ϮϯϯϬ ϮϬϰϬ ϯϭϯϱ ͲϵϳϬϵϱ ϵϱϲϬϬ
ϯϰ ϲϭ͘ϰϵ ϮϬϮϬ ϭϱϮϱ ϮϱϲϬ ͲϳϴϮϳϱ ϳϭϲϮϬ Ϯϭϱϱ ϭϲϰϱ Ϯϳϱϱ ͲϴϵϬϮϱ ϴϯϮϴϬ ϮϮϵϱ ϭϳϲϱ Ϯϵϰϱ ͲϵϵϳϴϬ ϵϰϵϯϱ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϯϰϬ ϮϰϮϬ Ͳϴϭϳϴϱ ϳϯϱϯϬ Ϯϭϯϱ ϭϰϰϬ ϮϱϵϬ ͲϵϮϰϬϬ ϴϰϴϬϱ ϮϮϲϱ ϭϱϰϬ Ϯϳϲϱ ͲϭϬϯϬϮϬ ϵϲϬϴϱ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϭϵϬ ϮϯϲϬ Ͳϴϳϴϱϱ ϳϴϰϮϬ ϮϭϲϬ ϭϮϴϬ ϮϱϮϬ ͲϵϴϮϯϬ ϴϵϱϮϱ ϮϮϴϱ ϭϯϳϬ ϮϲϴϬ ͲϭϬϴϵϱϬ ϭϬϬϲϯϬ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϮϭϱ ϮϯϯϬ ͲϵϱϰϯϬ ϴϰϰϮϱ ϮϮϬϱ ϭϮϭϱ ϮϰϴϬ ͲϭϬϱϳϳϬ ϵϲϬϴϱ ϮϯϮϱ ϭϮϮϱ Ϯϲϯϱ ͲϭϭϲϭϭϬ ϭϬϳϳϰϬ
ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ ϭϮϲϬ ϮϯϮϱ ͲϭϬϰϲϯϬ ϵϯϯϬϬ ϮϮϲϬ ϭϮϲϬ ϮϰϳϬ ͲϭϭϱϮϬϬ ϭϬϰϴϵϱ ϮϯϴϬ ϭϮϲϬ Ϯϲϭϱ ͲϭϮϱϳϳϬ ϭϭϲϰϵϱ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϯϲϬ Ϯϯϯϱ ͲϭϭϳϳϯϬ ϭϬϱϯϵϬ ϮϯϰϬ ϭϯϲϬ Ϯϰϳϱ ͲϭϮϴϱϴϬ ϭϭϳϵϳϱ ϮϰϲϬ ϭϯϲϬ Ϯϲϭϱ ͲϭϯϵϰϯϬ ϭϯϬϱϱϱ
Table E-10 - 110 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϬ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ Ϯϲϯϱ ϳϬϵϱ ϳϱϰϱ ͲϳϵϴϯϬ ϭϬϵϬϴϬ ϮϵϳϬ ϳϵϵϬ ϴϱϬϬ ͲϵϲϮϵϱ ϭϯϬϰϴϱ ϯϯϬϬ ϴϴϴϱ ϵϰϱϬ ͲϭϭϮϳϲϬ ϭϱϭϴϴϱ
ϭϰ ϭϭϱ͘Ϭϰ Ϯϲϱϱ ϱϭϬϬ ϱϳϮϬ Ͳϴϰϭϱϱ ϭϬϰϱϳϱ ϮϵϵϬ ϱϳϰϬ ϲϰϯϱ ͲϭϬϭϬϳϬ ϭϮϱϱϭϬ ϯϯϮϬ ϲϯϴϬ ϳϭϱϱ ͲϭϭϳϵϵϬ ϭϰϲϰϱϬ
ϭϴ ϵϯ͘Ϭϯ Ϯϲϴϱ ϯϵϳϱ ϰϳϱϱ ͲϵϲϮϵϱ ϭϭϯϯϬϬ ϯϬϭϱ ϰϰϳϬ ϱϯϱϬ Ͳϭϭϱϯϱϱ ϭϯϲϯϮϬ ϯϯϰϱ ϰϵϲϱ ϱϵϰϬ Ͳϭϯϰϰϭϱ ϭϱϵϯϰϬ
ϮϮ ϳϵ͘ϳϱ Ϯϳϭϱ ϯϮϱϬ ϰϭϵϬ ͲϭϬϳϵϴϬ ϭϮϬϴϭϱ ϯϬϰϱ ϯϲϱϱ ϰϳϬϱ ͲϭϮϵϭϬϬ ϭϰϱϰϱϱ ϯϯϴϬ ϰϬϱϱ ϱϮϮϬ ͲϭϱϬϮϭϱ ϭϳϬϭϬϬ
Ϯϲ ϳϭ͘ϭϳ Ϯϲϴϱ ϮϳϮϱ ϯϳϵϬ Ͳϭϭϱϭϴϱ ϭϮϭϳϴϬ ϯϬϬϱ ϯϬϲϬ ϰϮϱϬ ͲϭϯϳϮϬϱ ϭϰϲϱϳϱ ϯϯϮϱ ϯϯϵϱ ϰϳϭϬ ͲϭϱϵϰϭϬ ϭϳϭϯϳϬ
ϯϬ ϲϱ͘ϰϮ ϮϲϯϬ ϮϯϮϬ ϯϱϲϬ Ͳϭϭϵϯϯϱ ϭϭϵϳϯϱ ϮϵϯϬ ϮϲϬϬ ϯϵϵϬ Ͳϭϰϭϱϳϱ ϭϰϯϴϳϬ ϯϮϯϬ ϮϴϴϬ ϰϰϭϱ ͲϭϲϯϴϮϬ ϭϲϴϬϬϬ
ϯϰ ϲϭ͘ϰϵ Ϯϱϳϱ ϮϬϬϬ ϯϯϯϬ ͲϭϮϭϴϲϱ ϭϭϴϮϱϬ ϮϴϱϬ ϮϮϰϬ ϯϳϭϱ ͲϭϰϰϬϭϱ ϭϰϭϱϲϱ ϯϭϯϬ Ϯϰϳϱ ϰϭϬϬ ͲϭϲϲϭϳϬ ϭϲϰϴϴϬ
ϯϴ ϱϴ͘ϴϬ ϮϱϮϬ ϭϳϰϱ ϯϭϬϱ ͲϭϮϰϮϱϱ ϭϭϴϲϰϬ Ϯϳϳϱ ϭϵϰϱ ϯϰϱϬ Ͳϭϰϱϱϯϱ ϭϰϭϭϵϬ ϯϬϯϱ ϮϭϱϬ ϯϳϵϬ ͲϭϲϳϯϱϬ ϭϲϯϳϰϱ
ϰϮ ϱϳ͘Ϭϭ ϮϱϯϬ ϭϱϰϱ ϯϬϬϬ ͲϭϯϬϯϵϬ ϭϮϯϱϭϱ ϮϳϴϬ ϭϳϮϱ ϯϯϮϬ ͲϭϱϭϴϯϬ ϭϰϲϳϳϱ ϯϬϮϱ ϭϵϬϬ ϯϲϰϬ ͲϭϳϯϮϳϱ ϭϳϬϬϯϱ
ϰϲ ϱϱ͘ϴϴ Ϯϱϲϱ ϭϯϴϬ Ϯϵϯϱ Ͳϭϯϳϱϰϱ ϭϯϭϬϱϬ ϮϴϭϬ ϭϱϰϬ ϯϮϰϬ ͲϭϱϵϮϮϬ ϭϱϰϯϲϬ ϯϬϱϬ ϭϲϵϱ ϯϱϰϱ ͲϭϴϬϴϵϱ ϭϳϳϲϳϬ
Page 644 ϱϬ ϱϱ͘Ϯϱ ϮϲϮϬ ϭϮϲϬ ϮϵϭϬ ͲϭϰϲϵϭϬ ϭϰϬϯϯϱ ϮϴϲϬ ϭϯϴϱ ϯϮϬϱ ͲϭϲϴϳϰϬ ϭϲϰϴϴϬ ϯϬϵϱ ϭϱϮϱ ϯϰϵϱ ͲϭϵϬϴϱϬ ϭϴϵϰϯϬ
ϱϱ ϱϱ͘ϬϬ Ϯϲϵϱ ϭϯϲϬ ϮϵϬϬ ͲϭϲϭϭϯϬ ϭϱϱϳϮϱ Ϯϵϯϱ ϭϯϲϬ ϯϭϴϬ ͲϭϴϮϴϯϬ ϭϴϬϴϵϬ ϯϭϳϬ ϭϯϲϬ ϯϰϲϱ ͲϮϬϰϲϱϱ ϮϬϲϬϲϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϯϲϯϬ ϵϳϴϬ ϭϬϰϬϱ ͲϭϮϵϮϮϱ ϭϳϯϮϵϬ ϯϵϲϱ ϭϬϲϳϱ ϭϭϯϱϱ ͲϭϰϱϲϵϬ ϭϵϰϲϵϱ ϰϮϵϱ ϭϭϱϳϱ ϭϮϯϬϱ ͲϭϲϮϭϲϬ ϮϭϲϬϵϱ
ϭϰ ϭϭϱ͘Ϭϰ ϯϲϱϬ ϳϬϮϬ ϳϴϳϬ ͲϭϯϰϵϬϱ ϭϲϳϯϴϱ ϯϵϴϱ ϳϲϲϬ ϴϱϵϬ ͲϭϱϭϴϮϬ ϭϴϴϯϮϱ ϰϯϭϱ ϴϯϬϬ ϵϯϭϬ ͲϭϲϴϳϰϬ ϮϬϵϮϲϬ
ϭϴ ϵϯ͘Ϭϯ ϯϲϳϱ ϱϰϲϬ ϲϱϯϱ Ͳϭϱϯϰϳϱ ϭϴϮϯϲϱ ϰϬϭϬ ϱϵϲϬ ϳϭϮϱ ͲϭϳϮϱϯϬ ϮϬϱϯϴϱ ϰϯϰϬ ϲϰϱϱ ϳϳϮϬ ͲϭϵϭϱϵϬ ϮϮϴϰϬϱ
ϮϮ ϳϵ͘ϳϱ ϯϳϭϬ ϰϰϲϬ ϱϳϰϬ ͲϭϳϭϯϯϬ ϭϵϰϳϰϬ ϰϬϰϬ ϰϴϲϱ ϲϮϱϱ ͲϭϵϮϰϰϱ ϮϭϵϯϴϬ ϰϯϳϬ ϱϮϲϱ ϲϳϳϱ ͲϮϭϯϱϲϱ ϮϰϰϬϮϱ
Ϯϲ ϳϭ͘ϭϳ ϯϲϰϬ ϯϳϮϱ ϱϭϳϬ Ͳϭϴϭϲϭϱ ϭϵϲϭϲϱ ϯϵϲϬ ϰϬϲϬ ϱϲϯϬ ͲϮϬϯϴϮϬ ϮϮϭϭϬϬ ϰϮϴϬ ϰϯϵϱ ϲϬϵϬ ͲϮϮϲϬϮϱ ϮϰϲϭϬϱ
ϯϬ ϲϱ͘ϰϮ ϯϱϮϱ ϯϭϲϬ ϰϴϰϬ ͲϭϴϲϬϲϬ ϭϵϮϭϯϱ ϯϴϮϱ ϯϰϰϬ ϱϮϲϱ ͲϮϬϴϯϬϬ ϮϭϲϮϲϱ ϰϭϮϱ ϯϳϮϬ ϱϲϵϬ ͲϮϯϬϳϯϱ ϮϰϬϱϵϱ
ϯϰ ϲϭ͘ϰϵ ϯϰϬϱ ϮϳϭϬ ϰϰϵϬ ͲϭϴϴϯϮϬ ϭϴϴϮϬϬ ϯϲϴϬ ϮϵϱϬ ϰϴϳϱ ͲϮϭϬϰϳϱ Ϯϭϭϱϭϱ ϯϵϲϬ ϯϭϴϱ ϱϮϲϬ ͲϮϯϮϲϮϱ ϮϯϱϭϲϬ
ϯϴ ϱϴ͘ϴϬ ϯϮϵϬ ϮϯϱϬ ϰϭϯϱ ͲϭϴϵϭϲϬ ϭϴϲϳϳϬ ϯϱϰϱ Ϯϱϱϱ ϰϰϳϱ ͲϮϭϬϵϳϱ ϮϬϵϴϴϬ ϯϴϬϬ Ϯϳϱϱ ϰϴϮϬ ͲϮϯϮϳϵϬ ϮϯϮϵϴϱ
ϰϮ ϱϳ͘Ϭϭ ϯϮϳϱ ϮϬϴϬ ϯϵϲϬ Ͳϭϵϰϳϭϱ ϭϵϯϯϬϬ ϯϱϮϬ ϮϮϱϱ ϰϮϴϬ ͲϮϭϲϱϵϬ ϮϭϲϱϲϬ ϯϳϳϬ Ϯϰϯϱ ϰϲϬϬ ͲϮϯϴϱϲϬ ϮϯϵϴϮϬ
ϰϲ ϱϱ͘ϴϴ ϯϮϵϱ ϭϴϱϱ ϯϴϱϬ ͲϮϬϮϱϳϬ ϮϬϬϵϴϬ ϯϱϯϱ ϮϬϭϬ ϰϭϱϬ ͲϮϮϰϮϰϱ ϮϮϰϮϵϱ ϯϳϳϱ Ϯϭϲϱ ϰϰϱϱ ͲϮϰϱϵϮϱ ϮϰϳϲϬϱ
ϱϬ ϱϱ͘Ϯϱ ϯϯϯϱ ϭϲϲϱ ϯϳϵϬ ͲϮϭϮϵϱϱ ϮϭϯϵϴϬ ϯϱϳϱ ϭϴϬϱ ϰϬϴϱ ͲϮϯϱϬϲϱ ϮϯϴϱϮϱ ϯϴϭϱ ϭϵϰϱ ϰϯϳϱ ͲϮϱϳϭϳϬ ϮϲϯϬϳϱ
ϱϱ ϱϱ͘ϬϬ ϯϰϭϬ ϭϰϲϱ ϯϳϰϱ ͲϮϮϳϮϴϱ ϮϯϭϮϮϱ ϯϲϱϬ ϭϱϵϬ ϰϬϯϱ ͲϮϰϵϵϮϬ Ϯϱϲϯϵϱ ϯϴϴϱ ϭϳϭϬ ϰϯϮϬ ͲϮϳϮϱϱϱ ϮϴϭϲϰϬ
Table E-11 - 120 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϭ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϮϴϬϵϬ ϯϵϬϲϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ Ͳϯϳϵϴϱ ϱϭϲϳϬ ϭϵϳϱ ϰϴϰϬ ϱϮϬϱ ͲϰϳϵϭϬ ϲϰϮϴϱ
ϭϲ ϭϮϬ͘ϱϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϯϬϲϱϬ ϯϲϰϰϱ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϰϬϲϭϱ ϰϴϴϰϬ ϮϬϬϬ ϯϲϱϬ ϰϭϯϱ ͲϱϬϳϬϱ ϲϭϮϯϱ
ϮϬ ϭϬϬ͘ϬϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϯϲϯϳϬ ϯϵϯϭϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ Ͳϰϳϲϲϱ ϱϮϵϭϬ ϮϬϮϱ ϮϵϯϬ ϯϱϯϬ Ͳϱϴϵϱϱ ϲϲϱϭϱ
Ϯϰ ϴϳ͘ϬϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϰϭϱϱϬ ϰϭϮϮϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϱϯϵϰϬ ϱϱϲϮϬ ϮϬϲϬ Ϯϰϰϱ ϯϭϲϬ ͲϲϲϯϮϱ ϳϬϮϳϬ
Ϯϴ ϳϴ͘Ϯϵ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϰϲϬϰϬ ϰϮϬϬϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ Ͳϱϴϲϱϱ ϱϲϯϲϬ ϮϬϲϱ ϮϬϴϱ ϮϵϬϬ ͲϳϭϲϳϬ ϳϭϭϬϱ
ϯϮ ϳϮ͘Ϯϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϰϵϵϭϬ ϰϮϲϴϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϲϮϳϮϬ ϱϲϯϳϬ ϮϬϵϱ ϭϴϭϬ ϮϳϱϬ ͲϳϱϱϯϬ ϳϬϳϯϬ
ϯϲ ϲϴ͘ϬϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϱϰϭϬϬ ϰϰϯϰϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ Ͳϲϲϱϳϱ ϱϳϯϳϱ ϮϭϰϬ ϭϲϬϬ Ϯϲϭϱ ͲϳϵϰϬϬ ϳϭϭϳϱ
ϰϬ ϲϱ͘ϬϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϴϵϳϬ ϰϳϯϰϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϳϭϬϱϬ ϱϵϴϳϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϴϯϯϱϬ ϳϯϮϯϱ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ Ͳϲϰϴϱϱ ϱϭϳϭϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ Ͳϳϲϵϭϱ ϲϰϯϱϬ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϴϴϵϳϬ ϳϳϮϰϱ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϮϵϱ ϮϰϳϬ ͲϳϲϬϴϱ ϲϰϮϵϬ ϮϮϵϬ ϭϮϵϱ ϮϰϳϬ Ͳϴϰϰϯϱ ϳϬϯϲϱ ϮϮϵϬ ϭϮϵϱ ϮϰϳϬ Ͳϵϲϲϱϱ ϴϯϮϬϬ
Page 645 ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ 1340 ϮϰϲϬ ͲϵϬϳϳϱ ϳϵϱϬϬ Ϯϯϰϱ ϭϯϰϬ ϮϰϲϬ ͲϵϯϭϬϱ ϳϵϱϬϬ Ϯϯϰϱ ϭϯϰϬ ϮϰϲϬ ͲϭϬϱϱϭϬ ϵϭϮϳϱ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϰϮϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϭϬϭϰϯϱ ϮϰϬϱ ϭϰϮϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϭϬϭϰϯϱ ϮϰϬϱ ϭϰϮϱ Ϯϰϱϱ Ͳϭϭϱϴϴϱ ϭϬϭϰϯϱ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϰϳϱ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϮϰϬϭϬ ϮϰϳϬ ϭϰϳϱ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϮϰϬϭϬ ϮϰϳϬ ϭϰϳϱ Ϯϰϲϱ ͲϭϮϳϱϲϬ ϭϮϰϬϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϮϭϲϬ ϱϮϴϱ ϱϲϴϱ ͲϱϳϴϰϬ ϳϲϴϵϱ ϮϯϰϬ ϱϳϯϬ ϲϭϲϱ Ͳϲϳϳϲϱ ϴϵϱϬϱ ϮϱϮϬ ϲϭϳϱ ϲϲϰϱ ͲϳϳϲϵϬ ϭϬϮϭϮϬ
ϭϲ ϭϮϬ͘ϱϬ ϮϭϴϬ ϯϵϴϬ ϰϱϭϱ ͲϲϬϴϯϬ ϳϯϲϯϬ ϮϯϲϬ ϰϯϭϱ ϰϴϵϬ ͲϳϬϵϲϬ ϴϲϬϮϱ ϮϱϰϬ ϰϲϱϬ ϱϮϳϬ ͲϴϭϬϴϱ ϵϴϰϮϬ
ϮϬ ϭϬϬ͘ϬϬ ϮϮϬϱ ϯϭϵϱ ϯϴϱϬ ͲϳϬϯϱϬ ϴϬϮϲϱ Ϯϯϴϱ ϯϰϲϬ ϰϭϳϬ ͲϴϭϴϮϱ ϵϰϬϱϱ ϮϱϳϬ ϯϳϮϱ ϰϰϵϬ ͲϵϯϯϬϬ ϭϬϳϴϱϬ
Ϯϰ ϴϳ͘ϬϬ ϮϮϰϬ Ϯϲϲϱ ϯϰϰϬ Ͳϳϴϳϭϱ ϴϰϵϮϬ ϮϰϮϬ Ϯϴϴϱ ϯϳϮϱ ͲϵϭϭϬϱ ϵϵϱϳϬ ϮϲϬϬ ϯϭϬϱ ϰϬϬϱ ͲϭϬϯϲϭϬ ϭϭϰϮϮϬ
Ϯϴ ϳϴ͘Ϯϵ ϮϮϰϬ ϮϮϳϱ ϯϭϱϬ ͲϴϰϲϵϬ ϴϱϴϰϱ Ϯϰϭϱ ϮϰϲϬ ϯϰϬϬ ͲϵϳϳϬϱ ϭϬϬϱϴϱ Ϯϱϴϱ Ϯϲϰϱ ϯϲϱϱ ͲϭϭϬϳϮϱ ϭϭϱϯϮϱ
ϯϮ ϳϮ͘Ϯϱ ϮϮϮϬ ϭϵϲϱ Ϯϵϴϱ Ͳϴϴϱϵϱ ϴϱϬϵϬ Ϯϯϴϱ ϮϭϮϱ ϯϮϮϬ ͲϭϬϭϴϮϱ ϵϵϰϱϬ ϮϱϱϬ ϮϮϴϬ ϯϰϱϱ ͲϭϭϱϬϲϬ ϭϭϯϴϭϬ
ϯϲ ϲϴ͘ϬϬ ϮϮϬϱ ϭϳϮϱ Ϯϴϯϱ ͲϵϮϮϯϬ ϴϱϬϯϱ ϮϯϲϬ ϭϴϲϬ ϯϬϱϬ ͲϭϬϱϬϱϱ ϵϴϵϬϬ Ϯϱϭϱ ϭϵϵϱ ϯϮϲϱ ͲϭϭϴϬϵϬ ϭϭϮϳϲϬ
ϰϬ ϲϱ͘ϬϬ Ϯϭϵϱ ϭϱϮϱ ϮϲϵϬ ͲϵϲϬϳϬ ϴϲϱϵϱ Ϯϯϯϱ ϭϲϰϬ Ϯϴϴϱ ͲϭϬϴϳϵϱ ϵϵϵϱϱ ϮϰϴϬ ϭϳϱϱ ϯϬϴϬ ͲϭϮϭϱϭϱ ϭϭϯϯϭϬ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϯϲϬ Ϯϱϵϱ ͲϭϬϭϬϯϬ ϵϬϭϰϬ ϮϯϰϬ ϭϰϲϱ ϮϳϳϬ Ͳϭϭϯϲϵϱ ϭϬϯϮϵϬ ϮϰϴϬ ϭϱϲϱ ϮϵϱϬ ͲϭϮϲϯϳϬ ϭϭϲϵϯϬ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϮϵϱ Ϯϱϱϱ ͲϭϬϴϴϳϬ ϵϲϳϯϱ ϮϯϴϬ ϭϯϮϬ ϮϳϮϱ ͲϭϮϭϬϵϬ ϭϭϬϮϲϱ ϮϱϭϬ ϭϰϭϬ Ϯϴϵϱ Ͳϭϯϯϱϴϱ ϭϮϯϴϬϬ
ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ ϭϯϰϬ Ϯϱϯϱ ͲϭϭϳϵϮϬ ϭϬϰϰϵϱ ϮϰϮϱ ϭϯϰϬ ϮϳϬϬ ͲϭϯϬϯϯϬ ϭϭϳϴϰϬ ϮϱϲϬ ϭϯϰϬ ϮϴϲϬ ͲϭϰϮϳϯϱ ϭϯϮϬϬϬ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϰϮϱ Ϯϱϯϱ ͲϭϮϴϱϲϱ ϭϭϰϴϭϬ Ϯϰϴϱ ϭϰϮϱ Ϯϲϵϱ ͲϭϰϭϮϱϬ ϭϮϴϵϯϱ Ϯϲϭϱ ϭϰϮϱ Ϯϴϱϱ ͲϭϱϯϵϯϬ ϭϰϯϬϲϱ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϰϳϱ Ϯϱϰϱ ͲϭϰϬϭϯϱ ϭϮϱϯϴϬ ϮϱϱϬ ϭϰϳϱ ϮϳϬϬ ͲϭϱϯϬϰϱ ϭϰϬϯϱϱ ϮϲϴϬ ϭϰϳϱ Ϯϴϱϱ ͲϭϲϱϵϲϬ ϭϱϱϯϮϱ
Table E-11 - 120 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϭ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϮϴϴϬ ϳϬϲϱ ϳϲϬϬ ͲϵϳϱϰϬ ϭϮϳϯϰϬ ϯϮϰϱ ϳϵϱϱ ϴϱϲϬ Ͳϭϭϳϯϵϱ ϭϱϮϱϲϱ ϯϲϬϱ ϴϴϰϱ ϵϱϮϬ ͲϭϯϳϮϰϱ ϭϳϳϳϴϱ
ϭϲ ϭϮϬ͘ϱϬ ϮϵϬϱ ϱϯϭϱ ϲϬϮϱ ͲϭϬϭϯϰϬ ϭϮϯϮϭϱ ϯϮϲϱ ϱϵϴϱ ϲϳϴϬ ͲϭϮϭϱϵϱ ϭϰϴϬϬϱ ϯϲϮϱ ϲϲϱϬ ϳϱϯϱ ͲϭϰϭϴϱϬ ϭϳϮϳϵϱ
ϮϬ ϭϬϬ͘ϬϬ ϮϵϯϬ ϰϮϱϱ ϱϭϮϱ ͲϭϭϲϮϱϬ ϭϯϱϰϯϬ ϯϮϵϬ ϰϳϵϬ ϱϳϲϱ Ͳϭϯϵϭϵϱ ϭϲϯϬϭϱ ϯϲϱϱ ϱϯϮϬ ϲϰϬϬ ͲϭϲϮϭϰϱ ϭϵϬϱϵϱ
Ϯϰ ϴϳ͘ϬϬ ϮϵϲϬ ϯϱϰϱ ϰϱϳϬ ͲϭϮϴϳϳϬ ϭϰϯϱϭϱ ϯϯϮϱ ϯϵϴϱ ϱϭϯϱ ͲϭϱϯϵϮϱ ϭϳϮϴϭϱ ϯϲϴϱ ϰϰϮϱ ϱϳϬϬ ͲϭϳϵϬϴϱ ϮϬϮϭϭϱ
Ϯϴ ϳϴ͘Ϯϵ Ϯϵϯϱ ϯϬϭϱ ϰϭϲϬ Ͳϭϯϲϳϱϱ ϭϰϰϴϬϱ ϯϮϴϱ ϯϯϴϱ ϰϲϲϱ ͲϭϲϯϬϮϬ ϭϳϰϮϴϱ ϯϲϯϱ ϯϳϱϱ ϱϭϲϱ Ͳϭϴϵϰϭϱ ϮϬϯϵϱϬ
ϯϮ ϳϮ͘Ϯϱ ϮϴϴϬ Ϯϱϵϱ ϯϵϯϬ ͲϭϰϭϱϮϬ ϭϰϮϱϯϬ ϯϮϭϬ ϮϵϭϬ ϰϰϬϬ Ͳϭϲϳϵϴϱ ϭϳϭϮϱϬ ϯϱϰϬ ϯϮϮϱ ϰϴϳϬ ͲϭϵϰϰϱϬ ϮϬϬϰϮϬ
ϯϲ ϲϴ͘ϬϬ ϮϴϮϬ ϮϮϲϬ ϯϲϵϱ ͲϭϰϰϱϯϬ ϭϰϬϰϴϱ ϯϭϯϬ ϮϱϯϬ ϰϭϯϬ ͲϭϳϬϵϳϱ ϭϲϴϱϮϬ ϯϰϰϬ ϮϴϬϬ ϰϱϲϬ Ͳϭϵϳϰϭϱ ϭϵϲϴϵϱ
ϰϬ ϲϱ͘ϬϬ ϮϳϳϬ ϭϵϵϬ ϯϰϳϬ ͲϭϰϲϵϲϬ ϭϰϬϰϴϬ ϯϬϱϱ ϮϮϮϱ ϯϴϲϬ ͲϭϳϮϵϳϬ ϭϲϴϭϱϱ ϯϯϰϱ Ϯϰϱϱ ϰϮϱϬ Ͳϭϵϵϭϯϱ ϭϵϱϴϯϬ
ϰϰ ϲϮ͘ϵϭ ϮϳϱϬ ϭϳϳϬ ϯϯϭϬ Ͳϭϱϭϳϭϱ ϭϰϰϮϬϬ ϯϬϮϱ ϭϵϳϱ ϯϲϲϱ ͲϭϳϳϬϲϱ ϭϳϭϰϳϱ ϯϮϵϱ ϮϭϴϬ ϰϬϮϬ ͲϮϬϮϰϭϱ ϭϵϴϳϰϱ
ϰϴ ϲϭ͘ϱϬ ϮϳϴϬ ϭϱϵϱ ϯϮϯϱ ͲϭϱϵϮϮϬ ϭϱϬϴϲϱ ϯϬϰϱ ϭϳϳϱ ϯϱϳϬ Ͳϭϴϰϴϱϱ ϭϳϳϵϯϬ ϯϯϭϬ ϭϵϱϱ ϯϵϭϬ ͲϮϭϬϰϵϬ ϮϬϱϯϲϬ
Page 646 ϱϮ ϲϬ͘ϲϮ ϮϴϮϬ ϭϰϰϬ ϯϭϴϱ ͲϭϲϳϵϱϬ ϭϲϬϯϯϬ ϯϬϴϱ ϭϲϬϱ ϯϱϭϱ ͲϭϵϯϵϰϬ ϭϴϴϲϱϱ ϯϯϰϱ ϭϳϳϬ ϯϴϰϬ ͲϮϭϵϵϮϱ Ϯϭϲϵϴϱ
ϱϲ ϲϬ͘ϭϰ Ϯϴϳϱ ϭϰϮϱ ϯϭϳϬ ͲϭϳϵϮϵϱ ϭϳϭϯϭϱ ϯϭϰϬ ϭϰϲϬ ϯϰϴϱ ͲϮϬϱϬϱϬ ϮϬϬϰϴϱ ϯϰϬϬ ϭϲϭϬ ϯϴϬϱ ͲϮϯϭϱϱϱ ϮϯϬϭϵϬ
ϲϬ ϲϬ͘ϬϬ ϮϵϰϬ ϭϰϳϱ ϯϭϲϬ Ͳϭϵϭϳϴϱ ϭϴϱϮϳϱ ϯϮϬϬ ϭϰϳϱ ϯϰϳϬ ͲϮϭϳϲϭϬ ϮϭϱϮϮϬ ϯϰϲϬ ϭϰϳϱ ϯϳϴϬ ͲϮϰϯϱϵϬ Ϯϰϱϭϲϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϯϵϲϱ ϵϳϯϱ ϭϬϰϳϱ ͲϭϱϳϬϵϱ ϮϬϯϬϭϬ ϰϯϯϬ ϭϬϲϮϱ ϭϭϰϯϱ ͲϭϳϲϵϱϬ ϮϮϴϮϯϱ ϰϲϵϬ ϭϭϱϭϱ ϭϮϯϵϬ ͲϭϵϲϴϬϬ Ϯϱϯϰϱϱ
ϭϲ ϭϮϬ͘ϱϬ ϯϵϴϱ ϳϯϮϬ ϴϮϵϬ ͲϭϲϮϭϬϱ ϭϵϳϱϴϱ ϰϯϱϬ ϳϵϴϱ ϵϬϰϱ ͲϭϴϮϯϲϬ ϮϮϮϯϳϱ ϰϳϭϬ ϴϲϱϱ ϵϴϬϬ ͲϮϬϮϲϭϱ Ϯϰϳϭϲϱ
ϮϬ ϭϬϬ͘ϬϬ ϰϬϭϱ ϱϴϱϱ ϳϬϰϬ ͲϭϴϱϬϵϱ ϮϭϴϭϴϬ ϰϯϳϱ ϲϯϴϱ ϳϲϴϬ ͲϮϬϴϬϰϱ ϮϰϱϳϲϬ ϰϳϯϱ ϲϵϭϱ ϴϯϭϱ ͲϮϯϬϵϵϬ Ϯϳϯϯϰϱ
Ϯϰ ϴϳ͘ϬϬ ϰϬϰϱ ϰϴϲϱ ϲϮϲϬ ͲϮϬϰϮϰϬ ϮϯϭϰϭϬ ϰϰϭϬ ϱϯϭϬ ϲϴϮϱ ͲϮϮϵϰϬϬ ϮϲϬϳϭϬ ϰϳϳϬ ϱϳϱϬ ϳϯϵϬ ͲϮϱϰϱϲϬ ϮϵϬϬϭϬ
Ϯϴ ϳϴ͘Ϯϵ ϯϵϴϱ ϰϭϮϱ ϱϲϳϬ ͲϮϭϱϴϬϱ ϮϯϯϳϱϬ ϰϯϯϬ ϰϰϵϱ ϲϭϳϱ ͲϮϰϮϮϬϬ ϮϲϯϱϱϬ ϰϲϴϬ ϰϴϳϬ ϲϲϴϬ ͲϮϲϴϱϵϱ ϮϵϯϯϱϬ
ϯϮ ϳϮ͘Ϯϱ ϯϴϳϬ ϯϱϰϬ ϱϯϰϱ ͲϮϮϬϵϭϬ ϮϮϵϲϬϱ ϰϮϬϬ ϯϴϱϱ ϱϴϭϱ ͲϮϰϳϱϲϱ ϮϱϴϳϵϬ ϰϱϮϱ ϰϭϳϬ ϲϮϴϱ ͲϮϳϰϯϯϱ Ϯϴϳϵϳϱ
ϯϲ ϲϴ͘ϬϬ ϯϳϰϱ ϯϬϳϬ ϰϵϵϱ ͲϮϮϯϴϲϬ ϮϮϱϮϲϱ ϰϬϱϱ ϯϯϰϬ ϱϰϮϱ ͲϮϱϬϯϬϬ ϮϱϯϲϰϬ ϰϯϲϱ ϯϲϭϬ ϱϴϲϬ ͲϮϳϲϳϰϱ ϮϴϮϬϭϬ
ϰϬ ϲϱ͘ϬϬ ϯϲϯϬ ϮϲϵϬ ϰϲϰϬ ͲϮϮϱϯϬϬ ϮϮϯϱϬϬ ϯϵϭϱ ϮϵϮϬ ϱϬϯϬ ͲϮϱϭϰϲϬ Ϯϱϭϭϳϱ ϰϮϬϱ ϯϭϱϱ ϱϰϮϬ ͲϮϳϳϲϮϱ Ϯϳϴϴϰϱ
ϰϰ ϲϮ͘ϵϭ ϯϱϳϬ ϮϯϴϬ ϰϯϴϬ ͲϮϮϴϯϬϱ ϮϮϲϬϮϬ ϯϴϰϬ Ϯϱϴϱ ϰϳϯϱ ͲϮϱϰϯϬϱ ϮϱϯϮϵϬ ϰϭϭϱ ϮϳϵϬ ϱϬϵϬ ͲϮϴϬϯϬϱ ϮϴϬϱϲϱ
ϰϴ ϲϭ͘ϱϬ ϯϱϴϬ ϮϭϰϬ ϰϮϱϬ ͲϮϯϲϭϮϱ ϮϯϯϯϱϬ ϯϴϰϱ ϮϯϮϬ ϰϱϵϬ ͲϮϲϭϳϲϬ ϮϲϭϯϰϬ ϰϭϭϬ ϮϱϬϬ ϰϵϯϬ ͲϮϴϳϲϰϱ Ϯϴϵϯϯϱ
ϱϮ ϲϬ͘ϲϮ ϯϲϭϬ ϭϵϯϬ ϰϭϲϱ ͲϮϰϱϵϭϬ ϮϰϱϯϭϬ ϯϴϳϬ ϮϬϵϱ ϰϰϵϬ ͲϮϳϭϴϵϱ ϮϳϯϲϰϬ ϰϭϯϱ ϮϮϲϬ ϰϴϭϱ ͲϮϵϳϴϴϬ ϯϬϭϵϲϱ
ϱϲ ϲϬ͘ϭϰ ϯϲϲϬ ϭϳϱϱ ϰϭϮϬ ͲϮϱϴϬϲϱ ϮϱϵϵϬϬ ϯϵϮϬ ϭϵϬϱ ϰϰϰϬ ͲϮϴϰϱϳϱ ϮϴϵϲϬϱ ϰϭϴϬ ϮϬϱϬ ϰϳϱϱ ͲϯϭϭϬϴϱ ϯϭϵϯϭϱ
ϲϬ ϲϬ͘ϬϬ ϯϳϮϬ ϭϲϬϬ ϰϬϵϬ ͲϮϳϬϱϯϬ ϮϳϱϭϭϬ ϯϵϴϬ ϭϳϯϱ ϰϰϬϬ ͲϮϵϳϰϳϬ ϯϬϱϬϲϬ ϰϮϰϬ ϭϴϲϱ ϰϳϭϱ ͲϯϮϰϰϭϬ ϯϯϱϭϬϬ
Table E-12 - 130 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϮ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϯϮϳϮϬ ϰϲϭϭϱ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϰϰϯϱϬ ϲϬϵϰϬ ϮϭϰϬ ϱϲϳϱ ϲϬϰϱ Ͳϱϱϵϳϱ ϳϱϳϳϬ
ϭϲ ϭϰϬ͘Ϭϯ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ Ͳϯϱϰϳϱ ϰϯϮϵϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϰϳϮϬϬ ϱϳϴϴϱ Ϯϭϱϱ ϰϮϴϬ ϰϳϳϬ ͲϱϵϬϱϬ ϳϮϰϴϬ
ϮϬ ϭϭϱ͘ϲϯ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϰϬϯϵϬ ϰϰϲϴϬ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϱϯϬϴϱ ϲϬϬϱϬ ϮϭϴϬ ϯϰϯϱ ϰϬϰϬ ͲϲϱϴϮϬ ϳϱϲϰϬ
Ϯϰ ϭϬϬ͘ϬϮ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϰϲϭϵϱ ϰϳϮϯϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϲϬϭϵϬ ϲϯϵϬϱ ϮϮϭϬ ϮϴϳϬ ϯϱϴϱ Ͳϳϰϭϴϱ ϴϬϱϴϱ
Ϯϴ ϴϵ͘ϰϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϱϭϰϲϬ ϰϴϴϯϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϲϲϮϴϱ ϲϱϵϮϱ ϮϮϯϱ ϮϰϲϬ ϯϮϴϬ ͲϴϭϮϲϱ ϴϯϬϭϱ
ϯϮ ϴϮ͘ϬϮ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϱϱϴϴϬ ϰϵϯϯϱ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϳϬϳϴϱ ϲϲϬϵϬ ϮϮϰϱ Ϯϭϯϱ ϯϬϳϱ ͲϴϱϵϵϬ ϴϮϴϰϱ
ϯϲ ϳϲ͘ϲϴ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϲϬϬϭϱ ϱϬϯϲϱ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϳϱϬϴϬ ϲϲϱϭϬ ϮϮϴϱ ϭϴϴϬ Ϯϵϯϱ ͲϵϬϭϱϬ ϴϮϲϱϬ
ϰϬ ϳϮ͘ϴϭ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ Ͳϲϰϳϴϱ ϱϮϱϱϬ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϳϵϮϯϬ ϲϳϵϯϱ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϵϰϮϲϬ ϴϯϱϯϬ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϳϬϭϰϱ ϱϲϭϲϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϴϰϮϵϬ ϳϬϳϭϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϵϴϱϱϬ ϴϲϮϱϬ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϲϳϳϱ ϲϮϴϲϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ ͲϵϬϵϱϬ ϳϱϵϰϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ ͲϭϬϱϭϮϬ ϵϭϭϯϬ
Page 647 ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ 1400 Ϯϲϳϱ ͲϴϵϯϮϬ ϳϲϵϱϬ ϮϰϴϬ ϭϰϬϬ Ϯϲϳϱ ͲϵϵϭϮϱ ϴϮϱϯϬ ϮϰϴϬ ϭϰϬϬ Ϯϲϳϱ Ͳϭϭϯϰϲϱ ϵϳϱϵϬ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϰϰϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϵϯϲϯϱ ϮϱϰϬ ϭϰϰϬ Ϯϲϲϱ ͲϭϬϴϰϱϬ ϵϯϲϯϱ ϮϱϰϬ ϭϰϰϬ Ϯϲϲϱ ͲϭϮϮϵϵϬ ϭϬϲϮϲϬ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϱϯϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϭϳϲϯϬ ϮϲϬϬ ϭϱϯϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϭϳϲϯϬ ϮϲϬϬ ϭϱϯϬ ϮϲϲϬ ͲϭϯϰϬϵϬ ϭϭϳϲϯϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ Ϯϯϯϱ ϲϮϬϬ ϲϲϬϱ ͲϲϳϲϬϱ ϵϬϱϵϱ ϮϱϯϬ ϲϳϮϬ ϳϭϲϬ ͲϳϵϮϯϱ ϭϬϱϰϮϬ ϮϳϮϱ ϳϮϰϱ ϳϳϭϱ ͲϵϬϴϲϬ ϭϮϬϮϰϱ
ϭϲ ϭϰϬ͘Ϭϯ Ϯϯϱϱ ϰϲϳϬ ϱϮϬϱ ͲϳϬϵϬϬ ϴϳϬϳϱ ϮϱϱϬ ϱϬϲϱ ϱϲϰϬ ͲϴϮϳϰϱ ϭϬϭϲϳϬ Ϯϳϰϱ ϱϰϱϱ ϲϬϳϱ Ͳϵϰϱϵϱ ϭϭϲϮϲϱ
ϮϬ ϭϭϱ͘ϲϯ ϮϯϴϬ ϯϳϰϱ ϰϰϬϱ ͲϳϴϳϮϬ ϵϭϮϮϱ Ϯϱϳϱ ϰϬϲϬ ϰϳϳϬ ͲϵϭϲϮϱ ϭϬϲϴϭϱ ϮϳϳϬ ϰϯϳϱ ϱϭϰϬ ͲϭϬϰϱϮϱ ϭϮϮϰϬϬ
Ϯϰ ϭϬϬ͘ϬϮ ϮϰϭϬ ϯϭϮϱ ϯϵϭϬ Ͳϴϴϭϴϱ ϵϳϮϲϬ ϮϲϬϱ ϯϯϴϱ ϰϮϯϬ ͲϭϬϮϯϯϬ ϭϭϯϵϰϬ ϮϴϬϬ ϯϲϰϱ ϰϱϱϬ ͲϭϭϲϱϱϬ ϭϯϬϲϮϬ
Ϯϴ ϴϵ͘ϰϱ ϮϰϯϬ ϮϲϴϬ ϯϱϳϬ ͲϵϲϮϰϬ ϭϬϬϯϯϱ ϮϲϮϱ ϮϵϬϬ ϯϴϲϱ ͲϭϭϭϮϭϱ ϭϭϳϴϬϬ ϮϴϮϬ ϯϭϮϬ ϰϭϱϱ ͲϭϮϲϭϵϱ ϭϯϱϮϲϱ
ϯϮ ϴϮ͘ϬϮ ϮϰϮϬ ϮϯϮϱ ϯϯϰϬ ͲϭϬϭϰϬϱ ϭϬϬϬϮϱ ϮϲϬϱ Ϯϱϭϱ ϯϲϭϬ ͲϭϭϲϴϮϬ ϭϭϳϯϭϬ ϮϳϵϬ ϮϳϬϬ ϯϴϳϱ ͲϭϯϮϮϯϬ ϭϯϰϱϵϱ
ϯϲ ϳϲ͘ϲϴ ϮϰϬϬ ϮϬϰϱ ϯϭϴϬ ͲϭϬϱϮϰϱ ϵϵϰϬϱ Ϯϱϳϱ ϮϮϬϱ ϯϰϯϬ ͲϭϮϬϴϬϬ ϭϭϲϮϯϬ ϮϳϱϬ ϮϯϳϬ ϯϲϴϬ ͲϭϯϲϯϱϬ ϭϯϯϬϱϱ
ϰϬ ϳϮ͘ϴϭ Ϯϯϴϱ ϭϴϭϱ ϯϬϯϬ ͲϭϬϵϮϵϱ ϵϵϴϬϬ ϮϱϱϬ ϭϵϱϱ ϯϮϲϬ ͲϭϮϰϯϮϱ ϭϭϲϬϲϱ Ϯϳϭϱ ϮϬϵϱ ϯϰϵϬ ͲϭϯϵϯϲϬ ϭϯϮϯϯϱ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϲϮϬ ϮϴϵϬ ͲϭϭϯϰϰϬ ϭϬϭϵϱϱ ϮϱϯϬ ϭϳϰϱ ϯϭϬϬ ͲϭϮϴϯϯϬ ϭϭϳϲϱϱ ϮϲϴϬ ϭϴϲϱ ϯϯϬϱ ͲϭϰϯϮϮϱ ϭϯϯϯϱϱ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϰϲϱ ϮϴϬϱ ͲϭϭϵϮϵϬ ϭϬϲϯϮϬ ϮϱϰϬ ϭϱϳϱ ϯϬϬϬ ͲϭϯϰϭϬϬ ϭϮϭϱϱϱ Ϯϲϴϱ ϭϲϴϬ ϯϭϵϬ ͲϭϰϴϵϵϬ ϭϯϳϱϵϱ
ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ ϭϰϬϬ Ϯϳϲϱ ͲϭϮϳϴϬϱ ϭϭϯϰϳϬ Ϯϱϳϱ ϭϰϯϬ ϮϵϱϬ ͲϭϰϮϭϱϬ ϭϮϵϯϰϱ ϮϳϮϬ ϭϱϯϬ ϯϭϯϱ ͲϭϱϲϴϮϬ ϭϰϱϮϮϱ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϰϰϬ Ϯϳϰϱ Ͳϭϯϳϱϯϱ ϭϮϭϲϵϱ ϮϲϮϱ ϭϰϰϬ ϮϵϮϱ ͲϭϱϮϬϴϬ ϭϯϳϱϮϬ Ϯϳϲϱ ϭϰϰϬ ϯϭϬϬ ͲϭϲϲϲϮϬ ϭϱϰϬϴϬ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϱϯϬ Ϯϳϰϱ ͲϭϰϴϵϯϬ ϭϯϮϴϮϱ Ϯϲϴϱ ϭϱϯϬ ϮϵϮϬ ͲϭϲϯϳϳϬ ϭϰϵϮϰϱ ϮϴϮϱ ϭϱϯϬ ϯϬϵϬ Ͳϭϳϴϲϭϱ ϭϲϱϲϲϱ
Table E-12 - 130 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϮ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϯϭϭϱ ϴϮϵϬ ϴϴϯϬ Ͳϭϭϰϭϭϱ ϭϰϵϵϬϬ ϯϱϭϬ ϵϯϯϱ ϵϵϰϱ ͲϭϯϳϯϳϬ ϭϳϵϱϱϬ ϯϵϬϬ ϭϬϯϴϱ ϭϭϬϲϬ ͲϭϲϬϲϮϱ ϮϬϵϮϬϱ
ϭϲ ϭϰϬ͘Ϭϯ ϯϭϯϱ ϲϮϰϬ ϲϵϱϬ ͲϭϭϴϮϵϬ ϭϰϱϰϱϱ ϯϱϯϬ ϳϬϮϱ ϳϴϮϱ ͲϭϰϭϵϵϬ ϭϳϰϲϰϱ ϯϵϮϬ ϳϴϭϬ ϴϲϵϱ Ͳϭϲϱϲϴϱ ϮϬϯϴϯϱ
ϮϬ ϭϭϱ͘ϲϯ ϯϭϲϬ ϱϬϬϬ ϱϴϳϬ ͲϭϯϬϯϮϱ ϭϱϯϱϳϱ ϯϱϱϱ ϱϲϮϱ ϲϲϬϱ ͲϭϱϲϭϯϬ ϭϴϰϳϱϬ ϯϵϰϱ ϲϮϱϬ ϳϯϰϬ ͲϭϴϭϵϯϬ ϮϭϱϵϮϱ
Ϯϰ ϭϬϬ͘ϬϮ ϯϭϵϬ ϰϭϲϱ ϱϭϵϱ Ͳϭϰϰϵϴϱ ϭϲϰϬϯϬ ϯϱϴϱ ϰϲϴϱ ϱϴϰϬ ͲϭϳϯϰϮϬ ϭϵϳϲϳϱ ϯϵϳϱ ϱϮϬϬ ϲϰϴϱ ͲϮϬϭϴϱϱ ϮϯϭϯϮϱ
Ϯϴ ϴϵ͘ϰϱ ϯϮϬϱ ϯϱϲϬ ϰϳϯϱ ͲϭϱϲϰϲϬ ϭϳϬϮϬϬ ϯϱϵϱ ϰϬϬϬ ϱϯϭϱ ͲϭϴϲϴϲϬ ϮϬϱϭϯϬ ϯϵϴϬ ϰϰϰϬ ϱϴϵϱ ͲϮϭϳϮϱϱ ϮϰϬϬϲϱ
ϯϮ ϴϮ͘ϬϮ ϯϭϲϬ ϯϬϴϬ ϰϰϭϬ ͲϭϲϯϬϲϬ ϭϲϵϭϲϬ ϯϱϯϬ ϯϰϱϱ ϰϵϰϱ ͲϭϵϯϴϵϬ ϮϬϯϳϯϬ ϯϵϬϬ ϯϴϯϱ ϱϰϳϱ ͲϮϮϱϬϬϬ ϮϯϴϯϬϬ
ϯϲ ϳϲ͘ϲϴ ϯϭϬϬ Ϯϲϵϱ ϰϭϴϬ ͲϭϲϳϰϲϬ ϭϲϲϳϬϱ ϯϰϱϬ ϯϬϮϬ ϰϲϳϱ ͲϭϵϴϱϳϬ ϮϬϬϯϲϬ ϯϴϬϬ ϯϯϰϱ ϱϭϳϱ ͲϮϮϵϲϴϬ ϮϯϰϬϭϬ
ϰϬ ϳϮ͘ϴϭ ϯϬϰϱ Ϯϯϳϱ ϯϵϰϱ ͲϭϳϬϯϭϬ ϭϲϰϴϲϱ ϯϯϳϬ ϮϲϲϬ ϰϰϬϱ ͲϮϬϭϮϴϱ ϭϵϳϰϬϬ ϯϳϬϬ ϮϵϰϬ ϰϴϲϬ ͲϮϯϮϮϲϬ ϮϮϵϵϯϱ
ϰϰ ϳϬ͘Ϭϭ ϮϵϵϬ Ϯϭϭϱ ϯϳϮϬ ͲϭϳϯϬϭϬ ϭϲϰϳϱϱ ϯϮϵϱ ϮϯϲϬ ϰϭϯϱ ͲϮϬϯϮϮϬ ϭϵϲϳϱϬ ϯϲϬϱ ϮϲϭϬ ϰϱϱϬ ͲϮϯϯϴϯϱ ϮϮϵϭϯϬ
ϰϴ ϲϴ͘Ϭϭ ϮϵϴϬ ϭϵϬϬ ϯϱϳϱ Ͳϭϳϴϳϳϱ ϭϲϵϲϳϬ ϯϮϳϱ ϮϭϮϬ ϯϵϲϬ ͲϮϬϴϱϲϱ ϮϬϭϳϰϱ ϯϱϳϬ ϮϯϰϬ ϰϯϰϱ ͲϮϯϴϯϱϬ ϮϯϯϴϮϬ
Page 648 ϱϮ ϲϲ͘ϲϯ ϯϬϭϬ ϭϳϮϱ ϯϱϬϬ ͲϭϴϲϵϭϬ ϭϳϲϵϴϬ ϯϯϬϬ ϭϵϮϬ ϯϴϳϬ ͲϮϭϳϬϬϬ ϮϬϴϳϯϱ ϯϱϴϱ ϮϭϮϬ ϰϮϰϬ ͲϮϰϳϬϵϬ ϮϰϬϵϯϬ
ϱϲ ϲϱ͘ϳϮ ϯϬϱϬ ϭϱϳϱ ϯϰϱϱ ͲϭϵϲϮϴϬ ϭϴϳϮϬϬ ϯϯϯϱ ϭϳϱϬ ϯϴϭϬ ͲϮϮϲϳϰϬ ϮϮϬϯϭϱ ϯϲϮϬ ϭϵϯϬ ϰϭϲϱ ͲϮϱϳϮϬϱ Ϯϱϯϰϯϱ
ϲϬ ϲϱ͘Ϯϭ ϯϭϬϱ ϭϱϯϬ ϯϰϯϱ ͲϮϬϴϮϵϱ ϭϵϴϱϰϱ ϯϯϵϬ ϭϲϬϱ ϯϳϴϬ ͲϮϯϴϲϲϬ Ϯϯϯϭϳϱ ϯϲϳϱ ϭϳϲϱ ϰϭϮϱ ͲϮϲϵϲϵϬ ϮϲϳϴϬϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϰϮϵϬ ϭϭϰϯϬ ϭϮϭϳϬ ͲϭϴϯϴϴϬ Ϯϯϴϴϴϱ ϰϲϴϱ ϭϮϰϳϱ ϭϯϮϴϱ ͲϮϬϳϭϯϱ ϮϲϴϲϬϱ ϱϬϳϱ ϭϯϱϮϬ ϭϰϰϬϬ ͲϮϯϬϯϵϬ ϮϵϴϯϮϱ
ϭϲ ϭϰϬ͘Ϭϯ ϰϯϭϬ ϴϱϵϱ ϵϱϳϬ Ͳϭϴϵϯϴϱ ϮϯϯϬϮϬ ϰϳϬϱ ϵϯϴϬ ϭϬϰϰϬ ͲϮϭϯϬϴϬ ϮϲϮϮϭϬ ϱϬϵϱ ϭϬϭϲϱ ϭϭϯϭϱ ͲϮϯϲϳϳϱ ϮϵϭϰϬϬ
ϮϬ ϭϭϱ͘ϲϯ ϰϯϯϱ ϲϴϳϱ ϴϬϳϬ ͲϮϬϳϳϯϱ ϮϰϳϭϬϬ ϰϳϯϬ ϳϱϬϬ ϴϴϬϱ ͲϮϯϯϱϯϱ ϮϳϴϮϳϱ ϱϭϮϬ ϴϭϮϱ ϵϱϰϬ ͲϮϱϵϯϰϬ ϯϬϵϰϱϬ
Ϯϰ ϭϬϬ͘ϬϮ ϰϯϲϱ ϱϳϮϬ ϳϭϯϬ ͲϮϯϬϮϵϬ ϮϲϰϵϳϬ ϰϳϲϬ ϲϮϰϬ ϳϳϳϱ ͲϮϱϴϳϮϬ Ϯϵϴϲϭϱ ϱϭϱϬ ϲϳϲϬ ϴϰϮϬ ͲϮϴϳϭϱϱ ϯϯϮϮϲϬ
Ϯϴ ϴϵ͘ϰϱ ϰϯϳϬ ϰϴϴϬ ϲϰϳϱ ͲϮϰϳϲϱϱ Ϯϳϰϵϵϱ ϰϳϲϬ ϱϯϮϬ ϳϬϱϱ ͲϮϳϴϬϱϱ ϯϬϵϵϯϬ ϱϭϰϱ ϱϳϲϬ ϳϲϯϱ ͲϯϬϴϰϱϬ ϯϰϰϴϲϬ
ϯϮ ϴϮ͘ϬϮ ϰϮϳϬ ϰϮϭϬ ϲϬϭϬ ͲϮϱϲϮϯϬ ϮϳϮϴϲϱ ϰϲϰϬ ϰϱϴϱ ϲϱϰϱ ͲϮϴϳϰϲϱ ϯϬϳϰϯϱ ϱϬϭϬ ϰϵϲϱ ϳϬϳϱ Ͳϯϭϴϲϵϱ ϯϰϮϬϬϱ
ϯϲ ϳϲ͘ϲϴ ϰϭϱϬ ϯϲϳϬ ϱϲϳϱ ͲϮϲϬϳϴϱ ϮϲϳϲϲϬ ϰϱϬϬ ϯϵϵϱ ϲϭϳϬ ͲϮϵϭϴϵϱ ϯϬϭϯϭϬ ϰϴϱϬ ϰϯϮϬ ϲϲϳϬ ͲϯϮϯϭϬϬ ϯϯϰϵϲϬ
ϰϬ ϳϮ͘ϴϭ ϰϬϯϬ ϯϮϮϱ ϱϯϮϬ ͲϮϲϯϮϯϱ ϮϲϮϰϳϬ ϰϯϲϬ ϯϱϬϱ ϱϳϴϬ ͲϮϵϰϮϭϬ ϮϵϱϰϬϱ ϰϲϴϱ ϯϳϵϬ ϲϮϯϱ ͲϯϮϱϭϴϱ ϯϮϴϰϴϬ
ϰϰ ϳϬ͘Ϭϭ ϯϵϭϱ Ϯϴϱϱ ϰϵϲϱ ͲϮϲϰϰϱϬ ϮϲϭϱϬϱ ϰϮϮϬ ϯϭϬϬ ϱϯϴϬ ͲϮϵϱϬϲϱ Ϯϵϯϴϴϱ ϰϱϯϬ ϯϯϱϬ ϱϳϵϱ ͲϯϮϱϲϴϬ ϯϮϲϮϲϬ
ϰϴ ϲϴ͘Ϭϭ ϯϴϲϱ ϮϱϲϬ ϰϳϯϬ ͲϮϲϴϲϱϬ Ϯϲϱϴϵϱ ϰϭϲϬ ϮϳϴϬ ϱϭϭϱ ͲϮϵϵϭϵϱ Ϯϵϳϵϳϱ ϰϰϱϱ Ϯϵϵϱ ϱϱϬϬ ͲϯϮϵϳϰϬ ϯϯϬϬϱϬ
ϱϮ ϲϲ͘ϲϯ ϯϴϳϱ Ϯϯϭϱ ϰϲϬϱ ͲϮϳϳϭϴϱ ϮϳϯϳϳϬ ϰϭϲϱ Ϯϱϭϱ ϰϵϳϱ ͲϯϬϳϮϳϱ ϯϬϲϲϭϱ ϰϰϱϱ ϮϳϭϬ ϱϯϰϬ Ͳϯϯϳϲϲϱ ϯϯϵϰϱϱ
ϱϲ ϲϱ͘ϳϮ ϯϵϬϱ ϮϭϭϬ ϰϱϭϱ ͲϮϴϳϲϲϱ Ϯϴϲϱϱϱ ϰϭϵϬ ϮϮϴϱ ϰϴϳϬ ͲϯϭϴϭϮϱ ϯϭϵϲϳϬ ϰϰϳϱ Ϯϰϲϱ ϱϮϮϱ Ͳϯϰϴϱϴϱ ϯϱϮϳϵϬ
ϲϬ ϲϱ͘Ϯϭ ϯϵϱϱ ϭϵϯϬ ϰϰϳϬ ͲϯϬϬϳϮϱ ϯϬϮϰϯϱ ϰϮϰϬ ϮϬϵϬ ϰϴϭϱ Ͳϯϯϭϳϱϱ ϯϯϳϬϲϱ ϰϱϮϬ ϮϮϱϱ ϱϭϲϬ ͲϯϲϮϳϴϱ ϯϳϭϲϵϬ
Table E-13 - 140 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϯ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϯϳϳϲϬ ϱϯϳϯϱ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϱϭϮϮϱ ϳϬϵϱϱ ϮϯϬϬ ϲϱϴϬ ϲϵϱϬ ͲϲϰϲϵϬ ϴϴϭϳϬ
ϭϲ ϭϲϭ͘ϭϯ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϰϬϲϵϱ ϱϬϲϳϱ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϱϰϯϱϱ ϲϳϲϰϱ Ϯϯϭϱ ϰϵϲϬ ϱϰϱϬ ͲϲϴϬϲϱ ϴϰϲϭϱ
ϮϬ ϭϯϮ͘ϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϰϰϱϭϬ ϱϬϭϯϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ Ͳϱϴϲϰϱ ϲϳϰϵϬ ϮϯϰϬ ϯϵϴϬ ϰϱϴϱ ͲϳϮϵϯϬ ϴϰϴϵϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϱϬϵϱϬ ϱϯϱϯϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϲϲϱϴϱ ϳϮϮϱϱ ϮϯϳϬ ϯϯϮϱ ϰϬϰϱ ͲϴϮϮϮϱ ϵϬϵϴϬ
Ϯϴ ϭϬϭ͘ϱϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ Ͳϱϲϴϰϱ ϱϱϳϲϱ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϳϯϳϯϬ ϳϱϯϲϱ ϮϰϬϬ Ϯϴϱϱ ϯϲϴϱ ͲϵϬϲϮϬ ϵϱϮϳϱ
ϯϮ ϵϮ͘ϱϲ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϲϮϬϰϱ ϱϲϳϬϱ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϳϵϮϳϬ ϳϲϰϳϬ ϮϰϭϬ ϮϰϵϬ ϯϰϭϱ ͲϵϲϵϮϬ ϵϲϰϲϬ
ϯϲ ϴϲ͘Ϭϲ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ ͲϲϲϲϲϬ ϱϳϰϰϬ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ ͲϴϰϬϳϬ ϳϲϳϭϱ ϮϰϯϬ Ϯϭϵϱ ϯϮϱϱ ͲϭϬϭϱϱϬ ϵϲϮϰϱ
ϰϬ ϴϭ͘Ϯϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϳϭϭϳϱ ϱϴϴϰϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ ͲϴϴϱϴϬ ϳϳϰϵϬ ϮϰϳϬ ϭϵϲϬ ϯϭϮϬ ͲϭϬϲϬϴϱ ϵϲϯϬϬ
ϰϰ ϳϳ͘ϲϴ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϳϲϰϲϬ ϲϭϰϳϱ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϵϯϬϭϬ ϳϵϰϭϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϭϭϬϰϮϱ ϵϳϯϰϬ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϴϮϯϭϬ ϲϱϳϰϱ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ Ͳϵϴϲϴϱ ϴϮϳϬϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϭϭϱϬϲϬ ϭϬϬϯϰϱ
Page 649 ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ 1485 ϮϵϬϱ ͲϴϵϳϬϱ ϳϱϯϰϬ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϭϬϲϭϲϬ ϴϴϱϬϬ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϭϮϮϲϭϱ ϭϬϲϭϳϱ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϱϬϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϵϬϴϴϱ ϮϲϳϬ ϭϱϬϬ ϮϴϴϬ ͲϭϭϰϵϵϬ ϵϱϲϲϱ ϮϲϳϬ ϭϱϬϬ ϮϴϴϬ ͲϭϯϭϲϮϱ ϭϭϯϭϯϬ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϱϰϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϭϬϵϬϳϬ ϮϳϯϬ ϭϱϰϬ ϮϴϳϬ ͲϭϮϰϵϳϬ ϭϬϵϬϳϬ ϮϳϯϬ ϭϱϰϬ ϮϴϳϬ Ͳϭϰϭϴϭϱ ϭϮϮϯϵϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϱϭϬ ϳϭϴϱ ϳϱϵϬ Ͳϳϴϭϱϱ ϭϬϱϯϴϱ ϮϳϮϬ ϳϳϵϱ ϴϮϯϱ ͲϵϭϲϮϬ ϭϮϮϲϬϱ ϮϵϯϬ ϴϰϬϬ ϴϴϳϱ ͲϭϬϱϬϴϱ ϭϯϵϴϮϬ
ϭϲ ϭϲϭ͘ϭϯ ϮϱϮϱ ϱϰϭϱ ϱϵϱϬ ͲϴϭϳϳϬ ϭϬϭϱϴϱ ϮϳϰϬ ϱϴϳϬ ϲϰϱϬ ͲϵϱϰϴϬ ϭϭϴϱϱϬ ϮϵϱϬ ϲϯϮϱ ϲϵϱϬ ͲϭϬϵϭϴϱ ϭϯϱϱϮϬ
ϮϬ ϭϯϮ͘ϱϬ ϮϱϱϬ ϰϯϰϱ ϱϬϬϱ ͲϴϳϮϵϬ ϭϬϮϮϵϬ ϮϳϲϬ ϰϳϭϬ ϱϰϮϱ ͲϭϬϭϲϱϬ ϭϭϵϲϵϬ ϮϵϳϬ ϱϬϳϬ ϱϴϰϬ ͲϭϭϲϬϭϱ ϭϯϳϬϵϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϱϴϬ ϯϲϮϱ ϰϰϭϬ ͲϵϳϵϴϬ ϭϬϵϳϱϱ ϮϳϵϬ ϯϵϯϬ ϰϳϳϱ ͲϭϭϯϴϳϬ ϭϮϴϳϭϱ ϯϬϬϬ ϰϮϯϬ ϱϭϰϬ ͲϭϮϵϳϲϬ ϭϰϳϲϴϬ
Ϯϴ ϭϬϭ͘ϱϬ ϮϲϭϬ ϯϭϭϬ ϰϬϭϱ ͲϭϬϳϱϬϱ ϭϭϱϭϵϬ ϮϴϮϬ ϯϯϲϱ ϰϯϰϱ ͲϭϮϰϯϵϬ ϭϯϱϭϬϱ ϯϬϯϱ ϯϲϮϱ ϰϲϳϱ ͲϭϰϭϰϳϬ ϭϱϱϬϭϱ
ϯϮ ϵϮ͘ϱϲ Ϯϲϭϱ ϮϳϭϬ ϯϳϭϱ ͲϭϭϰϱϳϬ ϭϭϲϰϱϱ ϮϴϮϬ ϮϵϯϬ ϰϬϭϱ ͲϭϯϮϮϭϱ ϭϯϲϰϱϬ ϯϬϮϱ ϯϭϱϱ ϰϯϭϬ Ͳϭϰϵϴϲϱ ϭϱϲϰϰϬ
ϯϲ ϴϲ͘Ϭϲ ϮϲϬϬ ϮϯϵϬ ϯϱϰϬ ͲϭϭϵϱϰϬ ϭϭϱϳϳϱ Ϯϳϵϱ ϮϱϴϬ ϯϴϮϬ Ͳϭϯϳϱϯϱ ϭϯϱϯϬϬ ϮϵϵϬ Ϯϳϳϱ ϰϭϬϬ ͲϭϱϱϱϯϬ ϭϱϱϬϱϬ
ϰϬ ϴϭ͘Ϯϱ ϮϱϴϬ ϮϭϮϱ ϯϯϴϬ ͲϭϮϯϱϴϱ ϭϭϱϭϬϱ Ϯϳϲϱ ϮϮϵϱ ϯϲϰϱ Ͳϭϰϭϯϵϱ ϭϯϰϮϱϱ ϮϵϱϬ ϮϰϲϬ ϯϵϬϱ Ͳϭϱϵϰϱϱ ϭϱϯϳϯϱ
ϰϰ ϳϳ͘ϲϴ Ϯϱϲϱ ϭϵϬϱ ϯϮϯϬ ͲϭϮϳϴϰϬ ϭϭϱϳϰϱ ϮϳϰϬ ϮϬϱϬ ϯϰϳϱ ͲϭϰϱϮϱϱ ϭϯϰϲϭϬ Ϯϵϭϱ ϮϮϬϬ ϯϳϭϱ ͲϭϲϮϲϲϱ ϭϱϯϰϳϱ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϳϮϬ ϯϬϵϱ ͲϭϯϮϮϲϱ ϭϭϴϱϴϬ ϮϳϮϬ ϭϴϱϬ ϯϯϭϱ ͲϭϰϵϱϬϬ ϭϯϲϴϭϬ Ϯϴϴϱ ϭϵϴϬ ϯϱϯϱ Ͳϭϲϲϳϯϱ ϭϱϱϬϰϱ
ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ ϭϱϲϱ ϯϬϮϬ ͲϭϯϵϬϳϬ ϭϮϯϴϱϬ Ϯϳϯϱ ϭϲϴϬ ϯϮϮϱ ͲϭϱϲϭϵϬ ϭϰϭϱϮϱ Ϯϴϵϱ ϭϴϬϬ ϯϰϯϬ ͲϭϳϯϰϴϬ ϭϱϵϵϱϱ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϱϬϬ ϮϵϴϬ ͲϭϰϴϮϱϱ ϭϯϭϱϰϬ Ϯϳϳϱ ϭϱϰϬ ϯϭϳϱ ͲϭϲϰϴϵϬ ϭϰϵϵϱϱ ϮϵϯϬ ϭϲϰϱ ϯϯϳϱ Ͳϭϴϭϵϭϱ ϭϲϴϯϲϱ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϱϰϬ ϮϵϲϬ Ͳϭϱϴϲϲϱ ϭϰϬϮϭϱ ϮϴϮϬ ϭϱϰϬ ϯϭϱϬ Ͳϭϳϱϱϭϱ ϭϱϴϳϮϱ Ϯϵϳϱ ϭϱϰϬ ϯϯϰϬ ͲϭϵϮϯϲϬ ϭϳϳϴϳϬ
Table E-13 - 140 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϯ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϯϯϱϱ ϵϲϭϱ ϭϬϭϱϱ ͲϭϯϮϬϭϱ ϭϳϰϮϲϬ ϯϳϳϱ ϭϬϴϯϬ ϭϭϰϰϬ Ͳϭϱϴϵϰϱ ϮϬϴϴϬϱ ϰϭϵϱ ϭϮϬϰϱ ϭϮϳϮϬ ͲϭϴϱϴϴϬ ϮϰϯϯϱϬ
ϭϲ ϭϲϭ͘ϭϯ ϯϯϳϬ ϳϮϰϬ ϳϵϱϬ ͲϭϯϲϲϬϬ ϭϲϵϰϲϬ ϯϳϵϱ ϴϭϱϬ ϴϵϱϬ ͲϭϲϰϬϭϱ ϮϬϯϰϬϬ ϰϮϭϱ ϵϬϲϬ ϵϵϱϬ ͲϭϵϭϰϮϱ Ϯϯϳϯϯϱ
ϮϬ ϭϯϮ͘ϱϬ ϯϯϵϱ ϱϴϬϬ ϲϲϳϱ Ͳϭϰϰϳϯϱ ϭϳϭϴϵϬ ϯϴϭϱ ϲϱϮϱ ϳϱϭϬ ͲϭϳϯϰϲϬ ϮϬϲϲϵϬ ϰϮϰϬ ϳϮϱϱ ϴϯϰϱ ͲϮϬϮϭϴϱ ϮϰϭϰϵϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϯϰϮϬ ϰϴϯϱ ϱϴϳϬ ͲϭϲϭϱϰϬ ϭϴϱϲϬϱ ϯϴϰϱ ϱϰϯϱ ϲϲϬϬ ͲϭϵϯϯϮϬ ϮϮϯϱϯϱ ϰϮϲϱ ϲϬϰϬ ϳϯϯϬ ͲϮϮϱϭϬϬ ϮϲϭϰϲϬ
Ϯϴ ϭϬϭ͘ϱϬ ϯϰϱϱ ϰϭϰϬ ϱϯϯϱ Ͳϭϳϱϳϲϱ ϭϵϰϴϰϬ ϯϴϳϱ ϰϲϱϱ ϱϵϵϬ ͲϮϭϬϬϲϬ Ϯϯϰϲϲϱ ϰϯϬϬ ϱϭϲϱ ϲϲϱϬ ͲϮϰϰϯϱϱ Ϯϳϰϰϵϱ
ϯϮ ϵϮ͘ϱϲ ϯϰϯϱ ϯϱϵϱ ϰϵϬϱ Ͳϭϴϱϭϲϱ ϭϵϲϱϲϱ ϯϴϰϱ ϰϬϰϬ ϱϱϬϱ ͲϮϮϬϵϱϱ ϮϯϳϭϭϬ ϰϮϱϱ ϰϰϴϱ ϲϭϬϬ ͲϮϱϲϳϱϱ Ϯϳϳϲϱϱ
ϯϲ ϴϲ͘Ϭϲ ϯϯϴϬ ϯϭϲϬ ϰϲϲϱ Ͳϭϵϭϱϭϱ ϭϵϱϬϰϬ ϯϳϳϬ ϯϱϰϱ ϱϮϮϱ ͲϮϮϳϱϬϬ ϮϯϱϬϯϬ ϰϭϲϬ ϯϵϯϬ ϱϳϵϬ ͲϮϲϯϰϴϱ ϮϳϱϬϮϬ
ϰϬ ϴϭ͘Ϯϱ ϯϯϮϬ Ϯϳϵϱ ϰϰϯϬ Ͳϭϵϱϱϳϱ ϭϵϮϲϴϱ ϯϲϵϬ ϯϭϯϱ ϰϵϱϱ ͲϮϯϭϳϬϬ ϮϯϭϲϰϬ ϰϬϲϱ ϯϰϳϬ ϱϰϴϬ ͲϮϲϳϴϮϬ ϮϳϬϱϵϬ
ϰϰ ϳϳ͘ϲϴ ϯϮϲϱ Ϯϰϵϱ ϰϮϬϬ ͲϭϵϴϮϮϱ ϭϵϭϮϬϬ ϯϲϭϱ ϮϳϵϬ ϰϲϴϬ ͲϮϯϰϬϵϱ ϮϮϴϵϯϬ ϯϵϲϬ ϯϬϴϱ ϱϭϲϱ ͲϮϲϵϵϲϬ Ϯϲϲϲϱϱ
ϰϴ ϳϱ͘Ϭϰ ϯϮϭϬ ϮϮϰϬ ϯϵϳϱ ͲϮϬϭϮϬϱ ϭϵϭϱϭϬ ϯϱϰϬ ϮϱϬϬ ϰϰϭϱ ͲϮϯϱϵϮϱ ϮϮϳϵϳϱ ϯϴϳϬ ϮϳϲϬ ϰϴϱϱ ͲϮϳϭϯϰϬ ϮϲϱϬϰϱ
Page 650 ϱϮ ϳϯ͘ϭϮ ϯϮϭϬ ϮϬϯϱ ϯϴϰϱ ͲϮϬϴϬϲϬ ϭϵϳϮϮϱ ϯϱϯϬ ϮϮϲϱ ϰϮϲϬ ͲϮϰϮϲϰϱ Ϯϯϰϰϵϱ ϯϴϰϱ ϮϱϬϬ ϰϲϳϬ ͲϮϳϳϮϮϱ Ϯϳϭϳϲϱ
ϱϲ ϳϭ͘ϳϱ ϯϮϰϬ ϭϴϲϬ ϯϳϳϬ ͲϮϭϲϴϭϱ ϮϬϱϭϴϱ ϯϱϱϬ ϮϬϳϬ ϰϭϲϱ ͲϮϱϭϳϮϬ ϮϰϮϬϭϬ ϯϴϲϱ ϮϮϴϬ ϰϱϲϱ ͲϮϴϲϲϮϬ ϮϳϵϯϰϬ
ϲϬ ϳϬ͘ϴϯ ϯϮϴϬ ϭϳϬϱ ϯϳϮϱ ͲϮϮϲϴϮϱ Ϯϭϲϭϱϱ ϯϱϵϬ ϭϵϬϬ ϰϭϬϱ ͲϮϲϮϭϮϬ ϮϱϰϰϰϬ ϯϴϵϱ ϮϬϵϬ ϰϰϴϱ ͲϮϵϳϰϭϬ ϮϵϮϳϮϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϰϲϮϬ ϭϯϮϲϬ ϭϰϬϬϬ ͲϮϭϮϴϭϬ Ϯϳϳϴϵϱ ϱϬϰϬ ϭϰϰϳϬ ϭϱϮϴϱ ͲϮϯϵϳϰϬ ϯϭϮϰϰϱ ϱϰϲϬ ϭϱϲϴϱ ϭϲϱϲϱ ͲϮϲϲϲϳϬ ϯϰϲϵϵϬ
ϭϲ ϭϲϭ͘ϭϯ ϰϲϯϱ ϵϵϳϬ ϭϬϵϱϬ ͲϮϭϴϴϰϬ ϮϳϭϮϳϱ ϱϬϲϬ ϭϬϴϴϱ ϭϭϵϱϬ ͲϮϰϲϮϱϱ ϯϬϱϮϭϱ ϱϰϴϬ ϭϭϳϵϱ ϭϮϵϱϬ ͲϮϳϯϲϳϬ ϯϯϵϭϱϬ
ϮϬ ϭϯϮ͘ϱϬ ϰϲϲϬ ϳϵϴϬ ϵϭϴϱ ͲϮϯϬϵϬϱ ϮϳϲϮϵϬ ϱϬϴϬ ϴϳϬϱ ϭϬϬϮϬ ͲϮϱϵϲϯϬ ϯϭϭϬϵϬ ϱϱϬϱ ϵϰϯϱ ϭϬϴϱϱ ͲϮϴϴϯϱϱ ϯϰϱϴϵϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϰϲϵϬ ϲϲϰϱ ϴϬϲϬ ͲϮϱϲϴϳϱ Ϯϵϵϯϴϱ ϱϭϭϬ ϳϮϰϱ ϴϳϵϱ ͲϮϴϴϲϱϱ ϯϯϳϯϭϱ ϱϱϯϬ ϳϴϱϬ ϵϱϮϱ ͲϯϮϬϰϯϱ ϯϳϱϮϰϬ
Ϯϴ ϭϬϭ͘ϱϬ ϰϳϮϬ ϱϲϴϬ ϳϯϭϬ ͲϮϳϴϲϱϱ ϯϭϰϯϮϬ ϱϭϰϬ ϲϭϵϱ ϳϵϲϱ ͲϯϭϮϵϱϬ ϯϱϰϭϰϱ ϱϱϲϱ ϲϳϭϬ ϴϲϮϱ ͲϯϰϳϮϰϱ ϯϵϯϵϳϬ
ϯϮ ϵϮ͘ϱϲ ϰϲϲϱ ϰϵϮϱ ϲϲϵϱ ͲϮϵϮϱϱϱ ϯϭϴϮϬϱ ϱϬϳϱ ϱϯϳϬ ϳϮϵϱ ͲϯϮϴϯϱϬ ϯϱϴϳϱϬ ϱϰϴϱ ϱϴϭϱ ϳϴϵϬ ͲϯϲϰϭϱϬ ϯϵϵϮϵϱ
ϯϲ ϴϲ͘Ϭϲ ϰϱϱϱ ϰϯϭϬ ϲϯϱϬ ͲϮϵϵϴϬϱ ϯϭϱϬϬϱ ϰϵϰϱ ϰϲϵϱ ϲϵϭϱ ͲϯϯϲϮϰϬ ϯϱϰϵϵϱ ϱϯϯϱ ϱϬϴϬ ϳϰϳϱ ͲϯϳϮϲϳϬ ϯϵϰϵϴϱ
ϰϬ ϴϭ͘Ϯϱ ϰϰϯϱ ϯϴϬϱ ϲϬϬϱ ͲϯϬϯϵϰϬ ϯϬϵϱϰϱ ϰϴϬϱ ϰϭϰϬ ϲϱϯϬ ͲϯϰϬϬϲϬ ϯϰϴϰϵϱ ϱϭϳϱ ϰϰϴϬ ϳϬϱϱ Ͳϯϳϲϭϴϱ ϯϴϳϰϱϬ
ϰϰ ϳϳ͘ϲϴ ϰϯϭϬ ϯϯϴϬ ϱϲϱϬ ͲϯϬϱϴϮϱ ϯϬϰϯϴϱ ϰϲϲϬ ϯϲϳϱ ϲϭϯϬ ͲϯϰϭϲϵϬ ϯϰϮϭϭϬ ϱϬϭϬ ϯϵϳϬ ϲϲϭϱ Ͳϯϳϳϱϱϱ ϯϳϵϴϯϱ
ϰϴ ϳϱ͘Ϭϰ ϰϭϵϱ ϯϬϮϱ ϱϮϵϬ ͲϯϬϲϳϱϱ ϯϬϮϰϵϱ ϰϱϮϱ ϯϮϴϱ ϱϳϯϬ ͲϯϰϮϭϳϬ ϯϯϵϵϰϱ ϰϴϱϬ ϯϱϰϱ ϲϭϳϬ ͲϯϳϳϱϵϬ ϯϳϳϯϵϱ
ϱϮ ϳϯ͘ϭϮ ϰϭϲϱ Ϯϳϯϱ ϱϬϴϱ ͲϯϭϮϮϴϱ ϯϬϵϬϯϱ ϰϰϴϬ ϮϵϳϬ ϱϱϬϬ Ͳϯϰϳϳϰϱ ϯϰϲϯϬϱ ϰϳϵϱ ϯϮϬϱ ϱϵϭϬ ͲϯϴϯϮϬϱ ϯϴϯϱϳϱ
ϱϲ ϳϭ͘ϳϱ ϰϭϳϱ Ϯϰϵϱ ϰϵϲϬ ͲϯϮϭϱϮϱ ϯϭϳϰϮϬ ϰϰϴϱ ϮϳϬϱ ϱϯϱϱ ͲϯϱϲϰϯϬ ϯϱϱϱϬϱ ϰϳϵϱ ϮϵϮϬ ϱϳϱϬ Ͳϯϵϭϲϴϱ ϯϵϯϱϵϬ
ϲϬ ϳϬ͘ϴϯ ϰϮϬϱ ϮϮϴϱ ϰϴϳϬ ͲϯϯϮϳϬϱ ϯϯϭϬϭϬ ϰϱϭϬ ϮϰϴϬ ϱϮϱϬ Ͳϯϲϳϵϵϱ ϯϲϵϮϵϱ ϰϴϭϱ ϮϲϳϬ ϱϲϯϱ ͲϰϬϯϮϵϬ ϰϬϳϱϴϬ
Table E-14 - 150 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϰ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϭϱƉƐĨ ϮϬƉƐĨ ϮϱƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ Ͳϰϰϵϱϱ ϲϬϬϵϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϲϬϱϰϬ ϳϵϳϯϬ Ϯϰϲϱ ϲϰϵϬ ϲϵϮϱ ͲϳϲϭϮϱ ϵϵϯϳϬ
ϭϴ ϭϲϱ͘Ϯϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϰϳϲϭϬ ϱϳϮϲϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ Ͳϲϯϯϯϱ ϳϲϲϳϬ Ϯϰϴϱ ϱϬϳϬ ϱϲϮϬ ͲϳϵϭϰϬ ϵϲϬϳϱ
ϮϮ ϭϯϴ͘ϴϰ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϱϮϯϯϱ ϱϳϵϮϬ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϲϴϴϮϬ ϳϴϬϱϬ ϮϱϭϬ ϰϭϱϱ ϰϴϮϱ ͲϴϱϰϳϬ ϵϴϮϴϬ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϱϵϭϬϱ ϲϭϰϴϬ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ Ͳϳϳϭϳϱ ϴϯϬϲϱ ϮϱϰϬ ϯϱϮϱ ϰϯϬϱ ͲϵϱϮϰϬ ϭϬϰϲϱϬ
ϯϬ ϭϬϴ͘ϳϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ Ͳϲϱϯϳϱ ϲϯϴϴϬ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϴϰϳϳϬ ϴϲϯϳϱ ϮϱϳϬ ϯϬϲϬ ϯϵϱϬ ͲϭϬϰϭϲϱ ϭϬϵϮϮϱ
ϯϰ ϵϵ͘ϳϮ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϳϬϵϰϬ ϲϰϴϴϬ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϵϬϳϯϬ ϴϳϲϲϬ ϮϱϴϬ ϮϲϵϬ ϯϲϴϬ ͲϭϭϬϵϱϱ ϭϭϬϱϴϬ
ϯϴ ϵϯ͘Ϭϭ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ ͲϳϱϴϴϬ ϲϱϱϰϱ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ ͲϵϱϴϮϱ ϴϳϵϬϱ ϮϲϬϬ ϮϯϵϬ ϯϱϭϬ Ͳϭϭϱϵϳϱ ϭϭϬϮϳϱ
ϰϮ ϴϳ͘ϵϲ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ ͲϴϬϱϵϬ ϲϳϬϮϬ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ ͲϭϬϬϲϳϬ ϴϴϱϯϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϳϬ ͲϭϮϬϳϱϬ ϭϭϬϬϰϱ
ϰϲ ϴϰ͘ϭϰ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϴϲϭϮϬ ϲϵϳϬϬ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϭϬϱϰϭϬ ϵϬϭϱϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϭϮϱϰϯϱ ϭϭϭϬϮϬ
ϱϬ ϴϭ͘Ϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϵϮϮϳϬ ϳϯϳϰϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ Ͳϭϭϭϭϱϱ ϵϯϯϮϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϭϯϬϰϭϬ ϭϭϰϭϳϱ
Page 651 ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ 1645 ϯϭϯϬ ͲϵϵϯϮϬ ϴϭϰϳϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϭϴϭϮϬ ϵϴϲϵϱ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϯϲϵϮϬ ϭϭϴϲϮϬ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϱϴϱ ϯϭϬϬ ͲϭϭϬϰϱϬ ϵϳϮϴϬ Ϯϴϯϱ ϭϱϴϱ ϯϭϬϬ ͲϭϮϳϮϲϬ ϭϬϱϰϯϱ Ϯϴϯϱ ϭϱϴϱ ϯϭϬϬ ͲϭϰϲϮϴϱ ϭϮϲϮϬϱ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϲϬϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϭϬϲϭϬϱ ϮϴϲϬ ϭϲϬϱ ϯϬϵϬ ͲϭϯϮϬϮϱ ϭϬϵϳϳϱ ϮϴϲϬ ϭϲϬϱ ϯϬϵϬ ͲϭϱϭϭϮϱ ϭϮϵϴϮϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϯϬƉƐĨ ϯϱƉƐĨ ϰϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ Ϯϲϵϱ ϳϬϵϬ ϳϱϲϬ ͲϵϭϳϭϬ ϭϭϵϬϭϬ ϮϵϮϬ ϳϲϵϬ ϴϮϬϬ ͲϭϬϳϮϵϱ ϭϯϴϲϱϱ ϯϭϰϱ ϴϮϴϱ ϴϴϯϱ ͲϭϮϮϴϴϬ ϭϱϴϮϵϱ
ϭϴ ϭϲϱ͘Ϯϱ ϮϳϭϬ ϱϱϯϱ ϲϭϯϬ Ͳϵϰϵϰϱ ϭϭϱϰϴϱ ϮϵϰϬ ϲϬϬϬ ϲϲϰϱ ͲϭϭϬϳϱϱ ϭϯϰϴϵϬ ϯϭϲϱ ϲϰϲϱ ϳϭϲϬ ͲϭϮϲϱϲϬ ϭϱϰϮϵϱ
ϮϮ ϭϯϴ͘ϴϰ Ϯϳϯϱ ϰϱϯϱ ϱϮϲϬ ͲϭϬϮϮϮϱ ϭϭϴϱϭϬ ϮϵϲϬ ϰϵϭϱ ϱϳϬϬ ͲϭϭϴϵϴϬ ϭϯϴϳϰϬ ϯϭϵϬ ϱϮϵϱ ϲϭϰϬ Ͳϭϯϱϳϯϱ ϭϱϴϵϳϱ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϳϲϱ ϯϴϰϱ ϰϲϵϱ ͲϭϭϯϰϯϬ ϭϮϲϮϯϱ ϮϵϵϬ ϰϭϲϱ ϱϬϴϬ ͲϭϯϭϳϵϬ ϭϰϴϬϲϬ ϯϮϭϱ ϰϰϴϱ ϱϰϳϬ ͲϭϱϬϭϱϬ ϭϲϵϵϭϬ
ϯϬ ϭϬϴ͘ϳϱ ϮϴϬϬ ϯϯϯϱ ϰϯϬϱ ͲϭϮϯϱϲϬ ϭϯϮϬϳϬ ϯϬϮϱ ϯϲϭϬ ϰϲϱϱ ͲϭϰϮϵϱϱ ϭϱϰϵϮϬ ϯϮϱϬ ϯϴϴϱ ϱϬϭϬ ͲϭϲϮϱϴϱ ϭϳϳϳϳϬ
ϯϰ ϵϵ͘ϳϮ ϮϴϬϬ ϮϵϯϬ ϰϬϬϬ ͲϭϯϭϭϴϬ ϭϯϯϰϵϱ ϯϬϮϬ ϯϭϳϬ ϰϯϮϬ ͲϭϱϭϰϭϬ ϭϱϲϰϭϱ ϯϮϰϬ ϯϰϭϬ ϰϲϰϱ Ͳϭϳϭϲϯϱ ϭϳϵϯϯϬ
ϯϴ ϵϯ͘Ϭϭ Ϯϳϴϱ ϮϲϬϬ ϯϴϭϱ Ͳϭϯϲϱϵϱ ϭϯϮϲϱϬ Ϯϵϵϱ ϮϴϭϬ ϰϭϭϱ ͲϭϱϳϮϭϱ ϭϱϱϮϵϱ ϯϮϬϱ ϯϬϮϬ ϰϰϮϬ Ͳϭϳϳϴϯϱ ϭϳϴϮϲϬ
ϰϮ ϴϳ͘ϵϲ ϮϳϳϬ ϮϯϯϬ ϯϲϱϱ ͲϭϰϬϴϯϬ ϭϯϭϵϳϱ ϮϵϳϬ Ϯϱϭϱ ϯϵϰϬ ͲϭϲϭϰϵϬ ϭϱϰϯϱϬ ϯϭϳϬ ϮϳϬϬ ϰϮϮϱ ͲϭϴϮϮϮϬ ϭϳϲϳϮϱ
ϰϲ ϴϰ͘ϭϰ Ϯϳϱϱ ϮϭϬϬ ϯϱϬϱ ͲϭϰϱϰϲϬ ϭϯϮϲϲϱ Ϯϵϰϱ ϮϮϲϱ ϯϳϳϬ ͲϭϲϱϰϵϬ ϭϱϰϯϭϬ ϯϭϯϱ ϮϰϮϱ ϰϬϯϱ Ͳϭϴϱϱϰϱ ϭϳϱϵϱϱ
ϱϬ ϴϭ͘Ϯϱ ϮϳϰϬ ϭϵϬϱ ϯϯϲϱ ͲϭϱϬϯϬϬ ϭϯϱϬϯϬ ϮϵϮϬ ϮϬϱϬ ϯϲϭϬ ͲϭϳϬϭϵϬ ϭϱϱϴϴϱ ϯϭϬϬ Ϯϭϵϱ ϯϴϱϬ ͲϭϵϬϬϴϬ ϭϳϲϳϰϬ
ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ ϭϳϰϬ ϯϮϱϱ ͲϭϱϱϵϴϬ ϭϯϴϲϭϱ ϮϵϮϬ ϭϴϳϬ ϯϰϴϬ ͲϭϳϱϳϱϬ ϭϱϵϳϴϬ ϯϬϵϬ ϮϬϬϬ ϯϳϬϱ Ͳϭϵϱϱϭϱ ϭϴϬϵϰϬ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϲϬϬ ϯϮϭϬ Ͳϭϲϱϯϭϱ ϭϰϲϵϳϱ Ϯϵϱϱ ϭϳϮϬ ϯϰϮϱ Ͳϭϴϰϰϲϱ ϭϲϳϳϱϬ ϯϭϮϬ ϭϴϯϱ ϯϲϰϱ ͲϮϬϰϰϰϬ ϭϴϴϱϮϬ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϲϬϱ ϯϭϵϬ ͲϭϳϬϮϮϱ ϭϱϬϵϱϱ ϮϵϳϬ ϭϲϱϬ ϯϰϬϱ ͲϭϴϵϯϮϬ ϭϳϮϬϴϱ ϯϭϰϬ ϭϳϲϱ ϯϲϭϱ ͲϮϬϴϴϲϱ ϭϵϯϮϭϱ
Table E-14 - 150 ft Span, Variable Snow Load.
EŽƚĞƐ͗ ^ŶŽǁ>ŽĂĚ tŝŶĚ>ŽĂĚ ϭϰ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ Ğ сϬ͘ϵ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ ƚ сϭ͘Ϯ <Ě сϬ͘ϴϱ
ϭϮϬŵƉŚtŝŶĚŽŶĞ /Ɛ сϭ͘ϭϬ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϱϬƉƐĨ ϲϬƉƐĨ ϳϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϯϱϵϱ ϵϰϴϱ ϭϬϭϭϬ ͲϭϱϰϬϱϱ ϭϵϳϱϳϱ ϰϬϱϬ ϭϬϲϴϬ ϭϭϯϴϱ ͲϭϴϱϮϮϱ Ϯϯϲϴϱϱ ϰϱϬϬ ϭϭϴϳϱ ϭϮϲϲϬ ͲϮϭϲϯϵϱ ϮϳϲϮϮϱ
ϭϴ ϭϲϱ͘Ϯϱ ϯϲϭϱ ϳϯϵϱ ϴϭϵϬ ͲϭϱϴϭϳϬ ϭϵϯϭϭϬ ϰϬϳϬ ϴϯϮϱ ϵϮϮϬ ͲϭϴϵϳϴϬ ϮϯϭϵϮϬ ϰϱϮϬ ϵϮϱϱ ϭϬϮϱϬ ͲϮϮϭϯϵϱ ϮϳϬϳϯϱ
ϮϮ ϭϯϴ͘ϴϰ ϯϲϰϬ ϲϬϱϱ ϳϬϭϱ ͲϭϲϵϮϰϱ ϭϵϵϰϯϱ ϰϬϵϬ ϲϴϭϱ ϳϴϵϱ ͲϮϬϮϳϱϱ Ϯϯϵϴϵϱ ϰϱϰϱ ϳϱϳϬ ϴϳϳϱ ͲϮϯϲϮϲϱ ϮϴϬϯϱϱ
Ϯϲ ϭϮϭ͘ϭϳ ϯϲϳϬ ϱϭϮϬ ϲϮϰϱ Ͳϭϴϲϴϲϱ Ϯϭϯϲϭϱ ϰϭϮϬ ϱϳϲϬ ϳϬϮϱ ͲϮϮϯϱϴϬ Ϯϱϳϯϭϱ ϰϱϳϱ ϲϰϬϬ ϳϴϬϬ ͲϮϲϬϯϬϬ ϯϬϭϬϮϬ
ϯϬ ϭϬϴ͘ϳϱ ϯϳϬϬ ϰϰϯϱ ϱϳϭϱ ͲϮϬϭϵϴϬ ϮϮϯϰϲϱ ϰϭϱϱ ϰϵϴϱ ϲϰϮϬ ͲϮϰϭϯϳϬ ϮϲϵϭϲϬ ϰϲϬϱ ϱϱϯϱ ϳϭϮϱ ͲϮϴϬϳϲϬ ϯϭϰϴϲϬ
ϯϰ ϵϵ͘ϳϮ ϯϲϴϬ ϯϴϵϬ ϱϮϴϱ ͲϮϭϮϭϲϬ ϮϮϱϲϱϱ ϰϭϮϬ ϰϯϳϬ ϱϵϯϬ ͲϮϱϯϭϵϱ ϮϳϮϭϵϬ ϰϱϲϬ ϰϴϱϬ ϲϱϳϱ ͲϮϵϰϮϮϱ ϯϭϴϳϮϬ
ϯϴ ϵϯ͘Ϭϭ ϯϲϯϬ ϯϰϰϬ ϱϬϯϬ ͲϮϭϵϬϳϱ ϮϮϰϭϵϱ ϰϬϱϬ ϯϴϲϬ ϱϲϯϱ ͲϮϲϬϯϭϱ ϮϳϬϭϮϱ ϰϰϳϱ ϰϮϴϬ ϲϮϰϬ ͲϯϬϭϲϮϬ ϯϭϲϬϲϬ
ϰϮ ϴϳ͘ϵϲ ϯϱϳϬ ϯϬϳϬ ϰϳϵϱ ͲϮϮϯϲϳϬ ϮϮϭϰϳϱ ϯϵϳϬ ϯϰϰϬ ϱϯϲϱ ͲϮϲϱϭϮϱ ϮϲϲϮϯϬ ϰϯϳϱ ϯϴϭϬ ϱϵϯϱ ͲϯϬϲϱϴϬ ϯϭϬϵϴϬ
ϰϲ ϴϰ͘ϭϰ ϯϱϭϱ Ϯϳϱϱ ϰϱϲϱ ͲϮϮϲϴϭϱ ϮϭϵϮϰϱ ϯϴϵϱ ϯϬϴϬ ϱϬϵϱ ͲϮϲϴϬϴϱ ϮϲϮϱϯϬ ϰϮϳϱ ϯϰϭϬ ϱϲϮϬ ͲϯϬϵϯϱϱ ϯϬϱϴϮϬ
ϱϬ ϴϭ͘Ϯϱ ϯϰϲϬ Ϯϰϴϱ ϰϯϰϬ ͲϮϮϵϴϲϬ ϮϭϵϭϳϬ ϯϴϮϬ ϮϳϴϬ ϰϴϮϱ ͲϮϳϬϱϱϬ ϮϲϮϯϳϱ ϰϭϴϬ ϯϬϳϬ ϱϯϭϱ Ͳϯϭϭϰϱϱ ϯϬϱϱϴϬ
Page 652 ϱϰ ϳϵ͘Ϭϴ ϯϰϯϬ ϮϮϲϬ ϰϭϱϱ ͲϮϯϱϬϱϬ ϮϮϯϮϲϱ ϯϳϳϱ ϮϱϮϬ ϰϲϭϬ ͲϮϳϰϱϴϱ ϮϲϱϱϵϬ ϰϭϮϬ Ϯϳϴϱ ϱϬϲϬ Ͳϯϭϰϯϴϱ ϯϬϳϵϭϱ
ϱϴ ϳϳ͘ϰϵ ϯϰϱϱ ϮϬϳϱ ϰϬϳϱ ͲϮϰϰϯϵϬ ϮϯϬϰϭϬ ϯϳϵϱ Ϯϯϭϱ ϰϱϭϬ ͲϮϴϰϯϰϱ Ϯϳϯϳϳϱ ϰϭϯϬ ϮϱϱϬ ϰϵϰϱ ͲϯϮϰϯϬϬ ϯϭϳϭϰϬ
ϲϬ ϳϲ͘ϴϴ ϯϰϳϬ ϭϵϵϬ ϰϬϰϬ ͲϮϰϴϵϯϱ ϮϯϱϰϴϬ ϯϴϬϱ ϮϮϮϬ ϰϰϲϱ ͲϮϴϵϬϭϬ Ϯϳϳϳϰϱ ϰϭϰϬ Ϯϰϰϱ ϰϴϵϬ ͲϯϮϵϬϴϬ ϯϮϬϱϵϱ
'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚƉŐ
ZŝƐĞd ZĂĚŝƵƐZ ϴϬƉƐĨ ϵϬƉƐĨ ϭϬϬƉƐĨ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϰϵϱϱ ϭϯϬϳϱ ϭϯϵϯϱ ͲϮϰϳϱϲϱ ϯϭϱϲϬϱ ϱϰϬϱ ϭϰϮϳϬ ϭϱϮϭϬ ͲϮϳϴϳϰϬ ϯϱϰϵϴϱ ϱϴϱϱ ϭϱϰϲϱ ϭϲϰϴϱ ͲϯϬϵϵϭϬ ϯϵϰϯϳϬ
ϭϴ ϭϲϱ͘Ϯϱ ϰϵϳϬ ϭϬϭϴϱ ϭϭϮϴϬ ͲϮϱϯϬϬϱ ϯϬϵϱϱϬ ϱϰϮϱ ϭϭϭϭϱ ϭϮϯϭϬ ͲϮϴϰϲϭϱ ϯϰϴϯϲϬ ϱϴϳϱ ϭϮϬϰϱ ϭϯϯϰϬ ͲϯϭϲϮϯϬ ϯϴϳϭϳϱ
ϮϮ ϭϯϴ͘ϴϰ ϰϵϵϱ ϴϯϯϬ ϵϲϱϬ ͲϮϲϵϳϳϱ ϯϮϬϴϭϱ ϱϰϱϬ ϵϬϵϬ ϭϬϱϯϬ ͲϯϬϯϮϴϱ ϯϲϭϮϳϱ ϱϵϬϬ ϵϴϱϬ ϭϭϰϬϱ Ͳϯϯϲϳϵϱ ϰϬϭϳϯϱ
Ϯϲ ϭϮϭ͘ϭϳ ϱϬϮϱ ϳϬϰϬ ϴϱϳϱ ͲϮϵϳϬϭϱ ϯϰϰϳϮϬ ϱϰϳϱ ϳϲϴϬ ϵϯϱϬ ͲϯϯϯϳϯϬ ϯϴϴϰϮϬ ϱϵϯϬ ϴϯϮϬ ϭϬϭϯϬ ͲϯϳϬϰϱϬ ϰϯϮϭϮϱ
ϯϬ ϭϬϴ͘ϳϱ ϱϬϱϱ ϲϬϵϬ ϳϴϯϬ ͲϯϮϬϭϱϬ ϯϲϬϱϱϱ ϱϱϭϬ ϲϲϰϬ ϴϱϯϱ ͲϯϱϵϱϰϬ ϰϬϲϮϱϬ ϱϵϲϬ ϳϭϵϬ ϵϮϰϬ ͲϯϵϴϵϯϬ ϰϱϭϵϱϬ
ϯϰ ϵϵ͘ϳϮ ϱϬϬϬ ϱϯϯϬ ϳϮϭϱ ͲϯϯϱϮϱϱ ϯϲϱϮϱϱ ϱϰϰϱ ϱϴϭϬ ϳϴϲϬ ͲϯϳϲϮϴϱ ϰϭϭϳϴϱ ϱϴϴϱ ϲϮϵϬ ϴϱϬϱ Ͳϰϭϳϯϭϱ ϰϱϴϯϭϱ
ϯϴ ϵϯ͘Ϭϭ ϰϴϵϱ ϰϳϬϬ ϲϴϱϬ Ͳϯϰϯϯϴϱ ϯϲϭϵϵϬ ϱϯϭϱ ϱϭϮϬ ϳϰϱϱ Ͳϯϴϱϭϰϱ ϰϬϳϵϮϱ ϱϳϰϬ ϱϱϰϬ ϴϬϲϱ ͲϰϮϲϵϬϱ ϰϱϯϴϱϱ
ϰϮ ϴϳ͘ϵϲ ϰϳϳϱ ϰϭϴϬ ϲϱϬϱ ͲϯϰϴϬϯϬ ϯϱϱϳϯϬ ϱϭϳϱ ϰϱϱϬ ϳϬϴϬ Ͳϯϴϵϰϴϱ ϰϬϬϰϴϬ ϱϱϴϬ ϰϵϭϱ ϳϲϱϬ ͲϰϯϬϵϰϬ ϰϰϱϮϯϬ
ϰϲ ϴϰ͘ϭϰ ϰϲϱϱ ϯϳϯϱ ϲϭϱϬ ͲϯϱϬϲϮϱ ϯϰϵϯϭϬ ϱϬϯϱ ϰϬϲϱ ϲϲϴϬ Ͳϯϵϭϴϵϱ ϯϵϯϯϱϱ ϱϰϭϱ ϰϯϵϬ ϳϮϭϬ Ͳϰϯϯϭϲϱ ϰϯϳϰϬϱ
ϱϬ ϴϭ͘Ϯϱ ϰϱϯϱ ϯϯϲϬ ϱϴϬϬ ͲϯϱϮϯϲϱ ϯϰϴϳϴϱ ϰϴϵϱ ϯϲϱϱ ϲϮϵϬ ͲϯϵϯϮϳϬ ϯϵϭϵϵϬ ϱϮϱϱ ϯϵϰϱ ϲϳϳϱ Ͳϰϯϰϭϳϱ ϰϯϱϭϵϱ
ϱϰ ϳϵ͘Ϭϴ ϰϰϲϬ ϯϬϰϱ ϱϱϭϬ Ͳϯϱϰϵϱϱ ϯϱϬϮϰϬ ϰϴϬϱ ϯϯϬϱ ϱϵϲϬ ͲϯϵϱϱϮϱ ϯϵϮϱϲϱ ϱϭϰϱ ϯϱϳϬ ϲϰϭϱ ͲϰϯϲϬϵϬ ϰϯϰϴϵϬ
ϱϴ ϳϳ͘ϰϵ ϰϰϲϱ ϮϳϵϬ ϱϯϳϱ ͲϯϲϰϮϱϬ ϯϲϬϱϭϬ ϰϴϬϬ ϯϬϮϱ ϱϴϭϬ ͲϰϬϰϲϵϱ ϰϬϯϴϳϱ ϱϭϰϬ ϯϮϲϱ ϲϮϰϱ ͲϰϰϱϲϮϬ ϰϰϳϮϰϬ
ϲϬ ϳϲ͘ϴϴ ϰϰϳϬ ϮϲϳϬ ϱϯϭϱ ͲϯϲϵϭϱϬ ϯϲϰϯϬϱ ϰϴϬϱ ϮϵϬϬ ϱϳϰϬ ͲϰϬϵϮϮϬ ϰϬϴϬϮϬ ϱϭϰϬ ϯϭϮϱ ϲϭϲϬ ͲϰϰϵϳϬϱ ϰϱϭϳϯϬ
Table E-15 - 20 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϮϱϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϯϮϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϰϬϱ ϯϲϲϱ
ϯ ϭϴ͘ϭϳ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϮϬϬ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϮϰϱ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϮϴϱ ϮϬϮϱ
ϰ ϭϰ͘ϱϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϮϭϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϮϱϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϮϵϱ ϭϰϭϬ
ϱ ϭϮ͘ϱϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϯϯϱ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϯϯϱ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϯϱϱ ϭϮϭϬ
ϲ ϭϭ͘ϯϯ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϯϲϬ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϯϲϬ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϯϲϬ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϱϬ Ϯϵϱ ͲϭϱϬϬ ϭϱϵϱ Ϯϳϱ ϭϱϬ Ϯϵϱ ͲϭϱϬϬ ϭϱϵϱ Ϯϳϱ ϭϰϱ Ϯϵϱ ͲϭϱϬϬ ϭϱϵϱ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϲϬ ϮϵϬ Ͳϭϵϴϱ ϭϵϭϱ ϮϴϬ ϭϱϱ ϮϵϬ Ͳϭϵϴϱ ϭϵϭϱ ϮϴϬ ϭϱϬ ϮϵϬ Ͳϭϵϴϱ ϭϵϭϱ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϳϬ ϮϵϬ ͲϮϱϮϱ ϮϯϭϬ ϮϵϬ ϭϲϱ ϮϵϬ ͲϮϱϮϱ ϮϯϭϬ ϮϵϬ ϭϲϱ ϮϵϬ ͲϮϱϮϱ ϮϰϲϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
Page 653 ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϰϱ ϰϱϬ ϱϭϬ Ͳϰϴϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϲϲϬ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ Ͳϴϱϱ ϯϲϲϱ
ϯ ϭϴ͘ϭϳ Ϯϰϱ ϯϱϬ ϰϮϱ Ͳϯϯϱ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ Ͳϰϯϱ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϱϱϬ ϮϬϮϱ
ϰ ϭϰ͘ϱϬ ϮϱϬ ϮϴϬ ϯϳϬ Ͳϯϯϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϰϮϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϱϮϱ ϭϰϭϬ
ϱ ϭϮ͘ϱϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϰϬϬ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϰϵϱ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϱϵϱ ϭϮϭϬ
ϲ ϭϭ͘ϯϯ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϲϴϬ ϭϮϮϬ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϯϲϬ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϯϲϬ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϰϰϱ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϰϱ Ϯϵϱ ͲϭϱϬϬ ϭϱϵϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϭϱϬϬ ϭϳϲϬ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϭϱϬϬ ϮϬϲϱ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϱϬ ϮϵϬ Ͳϭϵϴϱ ϭϵϳϱ ϮϴϬ ϭϰϬ ϮϵϬ Ͳϭϵϴϱ Ϯϯϱϱ ϮϴϬ ϭϯϱ ϮϵϬ Ͳϭϵϴϱ ϮϳϳϬ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϲϬ ϮϵϬ ͲϮϱϮϱ ϮϳϬϬ ϮϵϬ ϭϱϱ ϮϵϬ ͲϮϱϮϱ ϯϮϭϬ ϮϵϬ ϭϱϬ ϮϵϬ ͲϮϱϳϬ ϯϳϲϱ
Table E-15 - 20 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϭϬϲϬ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϭϮϴϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϭϱϮϬ ϯϲϲϱ
ϯ ϭϴ͘ϭϳ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϲϳϬ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϴϬϬ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϵϰϬ ϮϬϮϱ
ϰ ϭϰ͘ϱϬ ϮϱϬ ϮϴϬ ϯϳϬ Ͳϲϯϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϳϱϬ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϴϳϬ ϭϰϭϬ
ϱ ϭϮ͘ϱϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϳϬϱ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϴϮϬ ϭϮϭϬ Ϯϱϱ ϮϯϬ ϯϯϱ Ͳϵϰϱ ϭϮϭϬ
ϲ ϭϭ͘ϯϯ ϮϲϬ ϭϵϬ ϯϭϱ ͲϴϬϬ ϭϮϮϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϵϮϱ ϭϯϲϱ ϮϲϬ ϭϵϬ ϯϭϱ ͲϭϬϲϬ ϭϱϱϬ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϬϳϬ ϭϲϳϱ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϭϴϬ ϭϵϭϱ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϯϱϬ Ϯϭϳϱ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϭϱϬϬ Ϯϯϵϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϭϲϱϬ Ϯϳϰϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϭϴϴϬ ϯϭϮϬ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϮϱ ϮϵϬ Ͳϭϵϴϱ ϯϮϭϬ ϮϴϬ ϭϮϱ ϮϵϬ ͲϮϭϴϬ ϯϲϴϱ ϮϴϬ ϭϮϱ ϮϵϬ ͲϮϰϳϱ ϰϭϵϬ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϰϱ ϮϵϬ ͲϮϳϮϱ ϰϯϱϱ ϮϵϬ ϭϯϱ ϮϵϬ ͲϯϬϱϱ ϰϵϵϱ ϮϵϬ ϭϯϱ ϮϵϬ Ͳϯϰϲϱ ϱϲϳϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
Page 654 ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
Ϯ Ϯϲ͘ϬϬ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϭϳϳϬ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϮϬϯϱ ϯϲϲϱ Ϯϰϱ ϰϱϬ ϱϭϬ ͲϮϯϭϱ ϯϲϲϱ
ϯ ϭϴ͘ϭϳ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϭϬϵϬ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϭϮϰϱ ϮϬϮϱ Ϯϰϱ ϯϱϬ ϰϮϱ ͲϭϰϭϬ ϮϬϮϱ
ϰ ϭϰ͘ϱϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϭϬϬϬ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ Ͳϭϭϯϱ ϭϰϭϬ ϮϱϬ ϮϴϬ ϯϳϬ ͲϭϮϴϬ ϭϰϭϬ
ϱ ϭϮ͘ϱϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϭϬϴϬ ϭϯϰϬ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϭϮϮϬ ϭϰϵϱ Ϯϱϱ ϮϯϬ ϯϯϱ ͲϭϯϳϬ ϭϲϱϱ
ϲ ϭϭ͘ϯϯ ϮϲϬ ϭϵϬ ϯϭϱ ͲϭϮϬϱ ϭϳϰϱ ϮϲϬ ϭϵϬ ϯϭϱ ͲϭϯϲϬ ϭϵϱϬ ϮϲϬ ϭϵϬ ϯϭϱ ͲϭϱϮϬ Ϯϭϲϱ
ϳ ϭϬ͘ϲϰ Ϯϲϱ ϭϲϱ ϯϬϱ ͲϭϱϮϱ Ϯϰϱϱ Ϯϲϱ ϭϲϱ ϯϬϱ Ͳϭϳϭϱ ϮϳϱϬ Ϯϲϱ ϭϲϱ ϯϬϱ Ͳϭϵϭϱ ϯϬϲϬ
ϴ ϭϬ͘Ϯϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϮϭϮϱ ϯϱϭϱ Ϯϳϱ ϭϰϬ Ϯϵϱ ͲϮϯϴϱ ϯϵϯϱ Ϯϳϱ ϭϰϱ Ϯϵϱ ͲϮϲϱϱ ϰϯϴϬ
ϵ ϭϬ͘Ϭϲ ϮϴϬ ϭϯϱ ϮϵϬ ͲϮϳϵϬ ϰϳϮϱ ϮϴϬ ϭϱϬ ϮϵϬ ͲϯϭϮϬ ϱϮϵϬ ϮϴϬ ϭϳϬ ϮϵϬ Ͳϯϰϲϱ ϱϴϴϱ
ϭϬ ϭϬ͘ϬϬ ϮϵϬ ϭϱϱ ϮϵϬ ͲϯϵϬϬ ϲϰϬϬ ϮϵϬ ϭϳϱ ϮϵϬ Ͳϰϯϱϱ ϳϭϳϬ ϮϵϬ ϭϵϱ ϮϵϬ ͲϰϴϰϬ ϳϵϳϱ
Table E-16 - 30 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ Ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϯϲϱ ϳϴϱ ϴϲϱ ͲϰϬϱ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϰϵϬ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϱϴϬ ϰϯϬϱ
ϰ ϯϬ͘ϭϯ ϯϳϬ ϲϮϱ ϳϮϬ Ͳϯϱϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ Ͳϰϭϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϰϴϬ Ϯϳϲϱ
ϱ Ϯϱ͘ϬϬ ϯϳϬ ϱϭϱ ϲϯϬ ͲϯϰϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϯϵϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϰϰϬ ϮϬϵϱ
ϲ Ϯϭ͘ϳϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϰϰϬ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ ͲϱϬϬ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϱϲϱ ϭϴϯϬ
ϳ ϭϵ͘ϱϳ ϯϴϬ ϯϳϱ ϱϮϱ ͲϴϱϬ ϭϳϵϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϴϱϬ ϭϳϵϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϴϱϬ ϭϳϵϬ
ϴ ϭϴ͘Ϭϲ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϭϴϵϱ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϭϴϵϱ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϭϴϵϱ
ϵ ϭϳ͘ϬϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ ϮϭϭϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ ϮϭϭϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ ϮϭϭϬ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϰϭϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϰϭϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϰϭϬ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ Ϯϳϴϱ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ Ϯϳϴϱ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ Ϯϳϴϱ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ ϮϮϱ ϰϰϱ Ͳϯϱϭϱ ϯϮϯϬ ϰϭϬ ϮϮϱ ϰϰϱ Ͳϯϱϭϱ ϯϮϯϬ ϰϭϬ ϮϮϬ ϰϰϱ Ͳϯϱϭϱ ϯϮϯϬ
Page 655 ϭϯ ϭϱ͘ϭϱ ϰϭϱ Ϯϯϱ ϰϰϬ ͲϰϮϬϱ ϯϳϰϱ ϰϭϱ ϮϯϬ ϰϰϬ ͲϰϮϬϱ ϯϳϰϱ ϰϭϱ ϮϮϱ ϰϰϬ ͲϰϮϬϱ ϯϳϰϱ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ Ϯϰϱ ϰϯϱ Ͳϰϵϱϱ ϰϯϯϬ ϰϮϱ ϮϰϬ ϰϯϱ Ͳϰϵϱϱ ϰϯϯϬ ϰϮϱ Ϯϯϱ ϰϯϱ Ͳϰϵϱϱ ϰϲϬϱ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ ϮϱϬ ϰϯϬ Ͳϱϳϲϱ ϰϵϳϱ ϰϯϬ ϮϱϬ ϰϯϬ Ͳϱϳϲϱ ϱϬϭϱ ϰϯϬ Ϯϰϱ ϰϯϬ Ͳϱϳϲϱ ϱϱϰϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϯϲϱ ϳϴϱ ϴϲϱ ͲϲϴϬ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϴϵϬ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϭϮϬ ϰϯϬϱ
ϰ ϯϬ͘ϭϯ ϯϳϬ ϲϮϱ ϳϮϬ Ͳϱϰϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ Ͳϲϵϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϴϱϬ Ϯϳϲϱ
ϱ Ϯϱ͘ϬϬ ϯϳϬ ϱϭϱ ϲϯϬ ͲϰϵϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϲϬϱ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϳϯϬ ϮϬϵϱ
ϲ Ϯϭ͘ϳϱ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϲϯϱ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϳϴϱ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϵϰϱ ϭϴϯϬ
ϳ ϭϵ͘ϱϳ ϯϴϬ ϯϳϱ ϱϮϱ ͲϴϱϬ ϭϳϵϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϴϲϬ ϭϳϵϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϭϬϯϬ ϭϳϵϬ
ϴ ϭϴ͘Ϭϲ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϭϴϵϱ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϭϴϵϱ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϮϴϱ ϮϬϴϱ
ϵ ϭϳ͘ϬϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ ϮϭϭϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ ϮϭϭϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ Ϯϯϵϱ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϰϭϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϱϰϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϮϵϴϬ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ Ϯϳϴϱ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ ϯϮϲϱ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ ϯϴϯϱ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ Ϯϭϱ ϰϰϱ Ͳϯϱϭϱ ϯϯϰϱ ϰϭϬ Ϯϭϱ ϰϰϱ Ͳϯϱϭϱ ϯϵϵϬ ϰϭϬ Ϯϭϱ ϰϰϱ Ͳϯϱϭϱ ϰϲϵϬ
ϭϯ ϭϱ͘ϭϱ ϰϭϱ ϮϮϬ ϰϰϬ ͲϰϮϬϱ ϰϬϱϱ ϰϭϱ ϮϭϬ ϰϰϬ ͲϰϮϬϱ ϰϴϰϱ ϰϭϱ ϮϬϬ ϰϰϬ ͲϰϮϬϱ ϱϲϵϱ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ Ϯϯϱ ϰϯϱ Ͳϰϵϱϱ ϱϬϲϬ ϰϮϱ ϮϮϱ ϰϯϱ Ͳϰϵϱϱ ϲϬϮϬ ϰϮϱ Ϯϭϱ ϰϯϱ Ͳϰϵϱϱ ϳϬϲϬ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ ϮϰϬ ϰϯϬ Ͳϱϳϲϱ ϲϬϴϱ ϰϯϬ ϮϯϬ ϰϯϬ Ͳϱϳϲϱ ϳϮϰϬ ϰϯϬ ϮϮϱ ϰϯϬ ͲϱϴϮϱ ϴϰϵϬ
Table E-16 - 30 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ Ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϯϳϬ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϲϰϬ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϭϵϮϱ ϰϯϬϱ
ϰ ϯϬ͘ϭϯ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϬϮϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϮϭϬ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϰϬϱ Ϯϳϲϱ
ϱ Ϯϱ͘ϬϬ ϯϳϬ ϱϭϱ ϲϯϬ Ͳϴϲϱ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϭϬϭϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ Ͳϭϭϲϱ ϮϬϵϱ
ϲ Ϯϭ͘ϳϱ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϭϭϭϱ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ ͲϭϯϬϱ ϭϴϯϬ ϯϳϱ ϰϯϱ ϱϲϱ ͲϭϱϬϬ ϮϬϯϬ
ϳ ϭϵ͘ϱϳ ϯϴϬ ϯϳϱ ϱϮϱ ͲϭϮϭϬ ϭϵϭϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϭϰϬϬ ϮϭϴϬ ϯϴϬ ϯϳϱ ϱϮϱ ͲϭϲϬϱ ϮϰϳϬ
ϴ ϭϴ͘Ϭϲ ϯϴϱ ϯϯϬ ϰϵϱ Ͳϭϰϳϱ ϮϰϭϬ ϯϴϱ ϯϯϬ ϰϵϱ ͲϭϳϬϬ Ϯϳϱϱ ϯϴϱ ϯϯϬ ϰϵϱ Ͳϭϵϰϱ ϯϭϯϬ
ϵ ϭϳ͘ϬϬ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϳϳϱ Ϯϳϳϱ ϯϵϬ ϮϵϬ ϰϳϱ Ͳϭϴϵϱ ϯϭϴϬ ϯϵϬ ϮϵϬ ϰϳϱ ͲϮϭϲϬ ϯϲϭϱ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϯϰϱϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϯϬϱ ϯϵϲϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϲϬϬ ϰϱϬϱ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϴϴϱ ϰϰϱϬ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϮϵϴϬ ϱϭϬϬ ϰϬϬ Ϯϯϱ ϰϱϬ Ͳϯϯϵϱ ϱϴϬϬ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ Ϯϭϱ ϰϰϱ Ͳϯϱϭϱ ϱϰϰϬ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϯϲϭϬ ϲϮϰϱ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϰϭϬϱ ϳϭϬϬ
Page 656 ϭϯ ϭϱ͘ϭϱ ϰϭϱ ϭϵϱ ϰϰϬ ͲϰϮϬϱ ϲϲϭϬ ϰϭϱ ϭϵϱ ϰϰϬ ͲϰϯϴϬ ϳϱϴϱ ϰϭϱ ϭϵϱ ϰϰϬ ͲϰϵϳϬ ϴϲϯϬ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ ϮϬϱ ϰϯϱ ͲϱϭϮϬ ϴϭϳϱ ϰϮϱ ϭϵϱ ϰϯϱ ͲϱϲϱϬ ϵϯϳϱ ϰϮϱ ϭϴϬ ϰϯϱ ͲϲϰϬϱ ϭϬϲϲϬ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ Ϯϭϱ ϰϯϬ ͲϲϭϳϬ ϵϴϯϱ ϰϯϬ ϮϬϬ ϰϯϬ Ͳϲϴϭϱ ϭϭϮϳϬ ϰϯϬ ϮϬϬ ϰϯϬ ͲϳϳϮϱ ϭϮϴϭϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϯ ϯϵ͘ϬϬ ϯϲϱ ϳϴϱ ϴϲϱ ͲϮϮϯϱ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϮϱϱϱ ϰϯϬϱ ϯϲϱ ϳϴϱ ϴϲϱ ͲϮϵϬϬ ϰϯϬϱ
ϰ ϯϬ͘ϭϯ ϯϳϬ ϲϮϱ ϳϮϬ ͲϭϲϮϬ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ Ͳϭϴϰϱ Ϯϳϲϱ ϯϳϬ ϲϮϱ ϳϮϬ ͲϮϬϴϬ Ϯϳϲϱ
ϱ Ϯϱ͘ϬϬ ϯϳϬ ϱϭϱ ϲϯϬ ͲϭϯϯϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ ͲϭϱϭϬ ϮϬϵϱ ϯϳϬ ϱϭϱ ϲϯϬ Ͳϭϲϵϱ ϮϬϵϱ
ϲ Ϯϭ͘ϳϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϭϳϭϬ ϮϮϳϱ ϯϳϱ ϰϯϱ ϱϲϱ Ͳϭϵϯϱ Ϯϱϯϱ ϯϳϱ ϰϯϱ ϱϲϱ ͲϮϭϲϱ ϮϴϬϱ
ϳ ϭϵ͘ϱϳ ϯϴϬ ϯϳϱ ϱϮϱ ͲϭϴϮϱ Ϯϳϳϱ ϯϴϬ ϯϳϱ ϱϮϱ ͲϮϬϲϬ ϯϬϵϱ ϯϴϬ ϯϳϱ ϱϮϱ ͲϮϯϬϱ ϯϰϰϬ
ϴ ϭϴ͘Ϭϲ ϯϴϱ ϯϯϬ ϰϵϱ ͲϮϮϬϬ ϯϱϮϬ ϯϴϱ ϯϯϬ ϰϵϱ ͲϮϰϳϬ ϯϵϯϱ ϯϴϱ ϯϯϬ ϰϵϱ ͲϮϳϲϬ ϰϯϳϱ
ϵ ϭϳ͘ϬϬ ϯϵϬ ϮϵϬ ϰϳϱ ͲϮϰϰϱ ϰϬϳϱ ϯϵϬ ϮϵϬ ϰϳϱ ͲϮϳϰϱ ϰϱϲϱ ϯϵϬ ϮϵϬ ϰϳϱ ͲϯϬϲϱ ϱϬϳϱ
ϭϬ ϭϲ͘Ϯϱ ϯϵϱ ϮϲϬ ϰϲϬ ͲϮϵϰϬ ϱϬϴϬ ϯϵϱ ϮϲϬ ϰϲϬ ͲϯϮϵϱ ϱϲϵϬ ϯϵϱ ϮϲϬ ϰϲϬ Ͳϯϲϳϱ ϲϯϯϬ
ϭϭ ϭϱ͘ϳϯ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϯϴϯϬ ϲϱϯϱ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϰϮϵϱ ϳϯϮϬ ϰϬϬ Ϯϯϱ ϰϱϬ ͲϰϳϴϬ ϴϭϰϬ
ϭϮ ϭϱ͘ϯϴ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϰϲϯϬ ϴϬϬϱ ϰϭϬ Ϯϭϱ ϰϰϱ ͲϱϭϵϬ ϴϵϲϱ ϰϭϬ ϮϮϬ ϰϰϱ Ͳϱϳϳϱ ϵϵϳϱ
ϭϯ ϭϱ͘ϭϱ ϰϭϱ ϭϵϱ ϰϰϬ Ͳϱϱϵϱ ϵϳϯϬ ϰϭϱ Ϯϭϱ ϰϰϬ ͲϲϮϱϱ ϭϬϵϬϬ ϰϭϱ ϮϰϬ ϰϰϬ ͲϲϵϲϬ ϭϮϭϯϬ
ϭϰ ϭϱ͘Ϭϰ ϰϮϱ ϮϬϱ ϰϯϱ ͲϳϮϭϬ ϭϮϬϮϱ ϰϮϱ ϮϯϬ ϰϯϱ ͲϴϬϱϱ ϭϯϰϲϱ ϰϮϱ ϮϲϬ ϰϯϱ Ͳϴϵϰϱ ϭϰϵϴϱ
ϭϱ ϭϱ͘ϬϬ ϰϯϬ ϮϯϬ ϰϯϬ Ͳϴϲϴϱ ϭϰϰϱϱ ϰϯϬ ϮϲϬ ϰϯϬ ͲϵϳϬϱ ϭϲϭϵϬ ϰϯϬ ϮϵϬ ϰϯϬ ͲϭϬϳϴϬ ϭϴϬϭϱ
Table E-17 - 40 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ Ͳϱϵϱ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϳϬϬ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϴϭϬ ϰϲϲϱ
ϱ ϰϮ͘ϱϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϱϲϬ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϲϰϬ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϳϮϱ ϯϯϰϬ
ϲ ϯϲ͘ϯϯ ϰϵϬ ϳϳϬ ϵϭϬ Ͳϱϰϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ Ͳϲϭϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ Ͳϲϴϱ ϮϳϬϱ
ϳ ϯϮ͘Ϭϳ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϲϱϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϲϴϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ ͲϳϮϬ ϮϰϯϬ
ϴ Ϯϵ͘ϬϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϬϴϱ Ϯϯϳϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϬϴϱ Ϯϯϳϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϬϴϱ Ϯϯϳϱ
ϵ Ϯϲ͘ϳϮ ϱϬϱ ϱϮϱ ϳϭϱ ͲϭϱϳϬ ϮϰϳϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϭϱϳϬ ϮϰϳϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϭϱϳϬ ϮϰϳϬ
ϭϬ Ϯϱ͘ϬϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ Ϯϲϳϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ Ϯϲϳϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ Ϯϲϳϱ
ϭϭ Ϯϯ͘ϲϴ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϮϵϳϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϮϵϳϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϮϵϳϬ
ϭϮ ϮϮ͘ϲϳ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϯϯϰϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϯϯϰϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϯϯϰϱ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϯϳϵϬ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϯϳϵϬ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϯϳϵϬ
Page 657 ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϰϯϬϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϰϯϬϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϰϯϬϱ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϰϴϴϬ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϰϴϴϬ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϰϴϴϬ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ ϯϬϬ ϱϵϬ ͲϲϯϰϬ ϱϱϮϬ ϱϰϱ Ϯϵϱ ϱϵϬ ͲϲϯϰϬ ϱϱϮϬ ϱϰϱ ϮϵϬ ϱϵϬ ͲϲϯϰϬ ϱϱϮϬ
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ ϯϬϱ ϱϴϱ ͲϳϮϯϱ ϲϮϮϬ ϱϱϬ ϯϬϬ ϱϴϱ ͲϳϮϯϱ ϲϮϮϬ ϱϱϬ Ϯϵϱ ϱϴϱ ͲϳϮϯϱ ϲϰϰϱ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϯϭϬ ϱϴϬ Ͳϴϭϵϱ ϲϵϴϱ ϱϲϬ ϯϬϱ ϱϴϬ Ͳϴϭϵϱ ϲϵϴϱ ϱϲϬ ϯϬϬ ϱϴϬ Ͳϴϭϵϱ ϳϱϮϱ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ ϯϮϱ ϱϳϱ ͲϵϮϭϱ ϳϴϭϱ ϱϲϱ ϯϮϬ ϱϳϱ ͲϵϮϭϱ ϴϮϮϬ ϱϲϱ ϯϭϱ ϱϳϱ ͲϵϮϭϱ ϵϬϳϬ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ ϯϯϬ ϱϳϱ ͲϭϬϯϬϬ ϴϳϬϱ ϱϳϱ ϯϮϱ ϱϳϱ ͲϭϬϯϬϬ ϵϱϰϱ ϱϳϱ ϯϮϬ ϱϳϱ ͲϭϬϯϬϬ ϭϬϱϯϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϵϮϱ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ Ͳϭϭϳϱ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ Ͳϭϰϰϱ ϰϲϲϱ
ϱ ϰϮ͘ϱϬ ϰϵϬ ϵϭϱ ϭϬϯϬ Ͳϴϭϱ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϭϬϭϬ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϭϮϮϬ ϯϯϰϬ
ϲ ϯϲ͘ϯϯ ϰϵϬ ϳϳϬ ϵϭϬ Ͳϳϲϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϵϮϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϭϭϬϱ ϮϳϬϱ
ϳ ϯϮ͘Ϭϳ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϳϱϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϴϴϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ ͲϭϬϰϱ ϮϰϯϬ
ϴ Ϯϵ͘ϬϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϬϴϱ Ϯϯϳϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϮϳϱ Ϯϯϳϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϭϱϮϬ ϮϱϰϬ
ϵ Ϯϲ͘ϳϮ ϱϬϱ ϱϮϱ ϳϭϱ ͲϭϱϳϬ ϮϰϳϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϭϱϳϬ Ϯϰϳϱ ϱϬϱ ϱϮϱ ϳϭϱ Ͳϭϲϱϱ ϮϴϵϬ
ϭϬ Ϯϱ͘ϬϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ Ϯϲϳϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ Ϯϵϱϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϭϭϱ ϯϰϱϱ
ϭϭ Ϯϯ͘ϲϴ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϮϵϳϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϯϯϰϱ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϯϵϮϬ
ϭϮ ϮϮ͘ϲϳ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϯϯϰϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϯϲϳϬ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϰϯϭϬ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϯϳϵϬ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϰϯϭϱ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϱϬϳϬ
ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϰϯϬϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϱϬϰϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϱϵϮϱ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϱϭϯϱ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϲϭϯϬ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϳϮϬϱ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϲϯϰϬ ϲϬϰϱ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϲϯϰϬ ϳϮϮϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϲϯϰϬ ϴϰϴϱ
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ Ϯϴϱ ϱϴϱ ͲϳϮϯϱ ϳϬϵϬ ϱϱϬ Ϯϳϱ ϱϴϱ ͲϳϮϯϱ ϴϰϲϱ ϱϱϬ Ϯϲϱ ϱϴϱ ͲϳϮϯϱ ϵϵϱϱ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϮϵϬ ϱϴϬ Ͳϴϭϵϱ ϴϮϴϬ ϱϲϬ ϮϴϬ ϱϴϬ Ͳϴϭϵϱ ϵϴϵϬ ϱϲϬ Ϯϲϱ ϱϴϬ Ͳϴϭϵϱ ϭϭϲϮϱ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ ϯϭϬ ϱϳϱ ͲϵϮϭϱ ϵϵϱϱ ϱϲϱ Ϯϵϱ ϱϳϱ ͲϵϮϭϱ ϭϭϴϰϱ ϱϲϱ Ϯϴϱ ϱϳϱ ͲϵϮϯϱ ϭϯϴϴϱ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ ϯϭϱ ϱϳϱ ͲϭϬϯϬϬ ϭϭϱϲϬ ϱϳϱ ϯϬϱ ϱϳϱ ͲϭϬϯϬϬ ϭϯϳϱϱ ϱϳϱ ϮϵϬ ϱϳϱ ͲϭϬϲϰϬ ϭϲϭϮϬ
Table E-17 - 40 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϯ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϭϳϰϬ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϮϬϱϬ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϮϯϴϱ ϰϲϲϱ
ϱ ϰϮ͘ϱϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϭϰϱϬ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ Ͳϭϲϵϱ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϭϵϲϬ ϯϯϰϬ
ϲ ϯϲ͘ϯϯ ϰϵϬ ϳϳϬ ϵϭϬ ͲϭϮϵϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϭϱϬϱ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϭϳϮϱ ϮϳϬϱ
ϳ ϯϮ͘Ϭϳ ϰϵϱ ϲϳϬ ϴϮϱ ͲϭϮϭϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϭϯϵϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ Ͳϭϱϵϱ ϮϰϯϬ
ϴ Ϯϵ͘ϬϬ ϱϬϬ ϱϴϱ ϳϲϬ Ͳϭϳϴϱ ϮϵϮϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϮϬϲϱ ϯϯϯϱ ϱϬϬ ϱϴϱ ϳϲϬ ͲϮϯϳϬ ϯϳϳϱ
ϵ Ϯϲ͘ϳϮ ϱϬϱ ϱϮϱ ϳϭϱ Ͳϭϵϯϱ ϯϯϰϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϮϮϯϱ ϯϴϮϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϮϱϱϱ ϰϯϮϱ
ϭϬ Ϯϱ͘ϬϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϯϯϱ ϯϵϵϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϮϲϵϬ ϰϱϳϱ ϱϭϬ ϰϳϬ ϲϴϬ ͲϯϬϲϱ ϱϭϵϱ
ϭϭ Ϯϯ͘ϲϴ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϲϵϱ ϰϱϯϱ ϱϭϱ ϰϯϬ ϲϱϱ ͲϮϵϴϱ ϱϮϬϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϯϰϬϱ ϱϵϬϱ
ϭϮ ϮϮ͘ϲϳ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϰϵϵϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϯϮϬ ϱϳϮϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϯϳϬϬ ϲϱϭϬ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϱϴϳϱ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϯϵϵϱ ϲϳϰϬ ϱϮϱ ϯϲϬ ϲϮϬ ͲϰϮϴϱ ϳϲϲϱ
Page 658 ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϲϴϴϬ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϳϮϬ ϳϴϵϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϰϵϲϬ ϴϵϳϱ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϴϯϲϬ ϱϯϱ ϯϭϬ ϱϵϱ ͲϱϱϬϬ ϵϱϵϱ ϱϯϱ ϯϭϬ ϱϵϱ ͲϲϮϰϬ ϭϬϵϬϱ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϲϯϰϬ ϵϴϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ Ͳϲϰϰϱ ϭϭϯϬϱ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϳϯϮϬ ϭϮϴϱϱ
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ Ϯϲϱ ϱϴϱ ͲϳϮϯϱ ϭϭϱϱϬ ϱϱϬ Ϯϲϱ ϱϴϱ ͲϳϱϳϬ ϭϯϮϲϬ ϱϱϬ Ϯϲϱ ϱϴϱ ͲϴϱϴϬ ϭϱϬϳϱ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϮϱϬ ϱϴϬ Ͳϴϭϵϱ ϭϯϰϵϬ ϱϲϬ ϮϱϬ ϱϴϬ ͲϴϴϲϬ ϭϱϰϴϱ ϱϲϬ ϮϱϬ ϱϴϬ ͲϭϬϬϰϬ ϭϳϲϭϬ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ ϮϳϬ ϱϳϱ Ͳϵϳϳϱ ϭϲϬϳϱ ϱϲϱ Ϯϱϱ ϱϳϱ ͲϭϭϬϰϱ ϭϴϰϯϱ ϱϲϱ ϮϲϬ ϱϳϱ ͲϭϮϱϭϱ ϮϬϵϲϬ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ Ϯϳϱ ϱϳϱ ͲϭϭϮϴϱ ϭϴϲϲϬ ϱϳϱ ϮϲϬ ϱϳϱ ͲϭϮϴϱϱ ϮϭϯϵϬ ϱϳϱ Ϯϴϱ ϱϳϱ Ͳϭϰϱϲϱ Ϯϰϯϭϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϰ ϱϮ͘ϬϬ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϮϳϰϱ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϯϭϮϬ ϰϲϲϱ ϰϴϱ ϭϭϭϬ ϭϮϬϱ ͲϯϱϮϬ ϰϲϲϱ
ϱ ϰϮ͘ϱϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϮϮϯϱ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϮϱϯϬ ϯϯϰϬ ϰϵϬ ϵϭϱ ϭϬϯϬ ͲϮϴϰϬ ϯϯϰϬ
ϲ ϯϲ͘ϯϯ ϰϵϬ ϳϳϬ ϵϭϬ ͲϭϵϲϬ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϮϮϭϬ ϮϳϬϱ ϰϵϬ ϳϳϬ ϵϭϬ ͲϮϰϳϱ ϮϳϬϱ
ϳ ϯϮ͘Ϭϳ ϰϵϱ ϲϳϬ ϴϮϱ ͲϭϴϬϱ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ ͲϮϬϯϬ ϮϰϯϬ ϰϵϱ ϲϳϬ ϴϮϱ ͲϮϮϲϱ ϮϰϯϬ
ϴ Ϯϵ͘ϬϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϮϲϵϬ ϰϮϰϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϯϬϯϬ ϰϳϯϬ ϱϬϬ ϱϴϱ ϳϲϬ ͲϯϯϵϬ ϱϮϱϬ
ϵ Ϯϲ͘ϳϮ ϱϬϱ ϱϮϱ ϳϭϱ ͲϮϴϵϱ ϰϴϳϬ ϱϬϱ ϱϮϱ ϳϭϱ ͲϯϮϱϱ ϱϰϰϬ ϱϬϱ ϱϮϱ ϳϭϱ Ͳϯϲϯϱ ϲϬϰϬ
ϭϬ Ϯϱ͘ϬϬ ϱϭϬ ϰϳϬ ϲϴϬ Ͳϯϰϲϱ ϱϴϱϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϯϴϵϬ ϲϱϰϬ ϱϭϬ ϰϳϬ ϲϴϬ ͲϰϯϰϬ ϳϮϳϬ
ϭϭ Ϯϯ͘ϲϴ ϱϭϱ ϰϯϬ ϲϱϱ Ͳϯϴϰϱ ϲϲϱϱ ϱϭϱ ϰϯϬ ϲϱϱ ͲϰϯϭϬ ϳϰϱϬ ϱϭϱ ϰϯϬ ϲϱϱ ͲϰϴϬϱ ϴϮϴϱ
ϭϮ ϮϮ͘ϲϳ ϱϮϬ ϯϵϬ ϲϯϱ ͲϰϭϴϬ ϳϯϰϱ ϱϮϬ ϯϵϬ ϲϯϱ Ͳϰϲϴϱ ϴϮϮϱ ϱϮϬ ϯϵϬ ϲϯϱ ͲϱϮϮϬ ϵϭϱϱ
ϭϯ Ϯϭ͘ϴϴ ϱϮϱ ϯϲϬ ϲϮϬ Ͳϰϴϯϱ ϴϲϰϬ ϱϮϱ ϯϲϬ ϲϮϬ ͲϱϰϮϱ ϵϲϴϬ ϱϮϱ ϯϲϬ ϲϮϬ ͲϲϬϰϬ ϭϬϳϳϱ
ϭϰ Ϯϭ͘Ϯϵ ϱϯϬ ϯϯϬ ϲϬϱ ͲϱϲϬϬ ϭϬϭϮϬ ϱϯϬ ϯϯϬ ϲϬϱ ͲϲϮϳϱ ϭϭϯϯϱ ϱϯϬ ϯϯϬ ϲϬϱ ͲϲϵϵϬ ϭϮϲϭϱ
ϭϱ ϮϬ͘ϴϯ ϱϯϱ ϯϭϬ ϱϵϱ ͲϳϬϰϬ ϭϮϯϬϬ ϱϯϱ ϯϭϬ ϱϵϱ Ͳϳϴϴϱ ϭϯϳϳϱ ϱϯϱ ϯϭϬ ϱϵϱ Ͳϴϳϳϱ ϭϱϯϮϱ
ϭϲ ϮϬ͘ϱϬ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϴϮϱϱ ϭϰϰϵϱ ϱϰϱ Ϯϴϱ ϱϵϬ ͲϵϮϰϱ ϭϲϮϯϱ ϱϰϱ ϯϬϬ ϱϵϬ ͲϭϬϮϵϬ ϭϴϬϲϱ
ϭϳ ϮϬ͘Ϯϲ ϱϱϬ Ϯϲϱ ϱϴϱ Ͳϵϲϱϱ ϭϳϬϬϱ ϱϱϬ ϮϵϬ ϱϴϱ ͲϭϬϴϭϬ ϭϵϬϰϬ ϱϱϬ ϯϮϱ ϱϴϱ ͲϭϮϬϮϱ ϮϭϭϵϬ
ϭϴ ϮϬ͘ϭϭ ϱϲϬ ϮϴϬ ϱϴϬ ͲϭϭϮϵϱ ϭϵϴϲϬ ϱϲϬ ϯϭϱ ϱϴϬ ͲϭϮϲϮϱ ϮϮϮϰϬ ϱϲϬ ϯϱϱ ϱϴϬ ͲϭϰϬϮϬ ϮϰϳϱϬ
ϭϵ ϮϬ͘Ϭϯ ϱϲϱ Ϯϵϱ ϱϳϱ ͲϭϰϬϳϱ Ϯϯϲϯϱ ϱϲϱ ϯϯϱ ϱϳϱ ͲϭϱϳϮϱ Ϯϲϰϲϱ ϱϲϱ ϯϳϱ ϱϳϱ ͲϭϳϰϲϬ Ϯϵϰϰϱ
ϮϬ ϮϬ͘ϬϬ ϱϳϱ ϯϮϱ ϱϳϱ Ͳϭϲϯϳϱ Ϯϳϰϭϱ ϱϳϱ ϯϲϱ ϱϳϱ ͲϭϴϮϵϬ ϯϬϲϵϱ ϱϳϱ ϰϭϬ ϱϳϱ ͲϮϬϯϭϬ ϯϰϭϱϱ
Table E-18 - 50 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϰ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ Ͳϴϰϱ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϵϳϬ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϭϭϬϬ ϰϵϰϱ
ϲ ϱϱ͘Ϭϴ ϲϭϬ ϭϮϬϱ ϭϯϰϱ Ͳϴϭϱ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϵϮϬ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϭϬϯϬ ϯϴϯϱ
ϴ ϰϯ͘Ϭϲ ϲϭϱ ϵϮϬ ϭϬϵϱ Ͳϵϰϱ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϵϵϬ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϭϬϰϬ ϯϬϭϬ
ϭϬ ϯϲ͘Ϯϱ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϭϵϭϱ ϯϬϲϬ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϭϵϭϱ ϯϬϲϬ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϭϵϭϱ ϯϬϲϬ
ϭϮ ϯϮ͘Ϭϰ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϯϱϳϱ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϯϱϳϱ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϯϱϳϱ
ϭϰ Ϯϵ͘ϯϮ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϰϰϭϱ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϰϰϭϱ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϰϰϭϱ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϱϱϭϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϱϱϭϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϱϱϭϱ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϲϴϳϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϲϴϳϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϲϵϲϬ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϳϬ ϳϯϱ Ͳϵϵϲϱ ϴϰϲϬ ϲϴϬ ϯϲϱ ϳϯϱ Ͳϵϵϲϱ ϴϰϲϬ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϵϬϲϬ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϴϬ ϳϮϱ ͲϭϮϮϰϱ ϭϬϮϵϱ ϲϵϱ ϯϳϱ ϳϮϱ ͲϭϮϮϰϱ ϭϬϱϱϬ ϲϵϱ ϯϲϱ ϳϮϱ ͲϭϮϮϰϱ ϭϭϲϲϱ
Page 659 Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ ϰϬϱ ϳϮϬ ͲϭϰϳϳϬ ϭϮϱϳϱ ϳϭϬ ϰϬϬ ϳϮϬ ͲϭϰϳϳϬ ϭϯϵϰϱ ϳϭϬ ϯϵϬ ϳϮϬ ͲϭϰϳϳϬ ϭϱϯϴϬ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϰϭϬ ϳϮϬ Ͳϭϲϭϯϱ ϭϰϭϳϬ ϳϭϱ ϰϬϱ ϳϮϬ Ͳϭϲϭϯϱ ϭϱϳϭϱ ϳϭϱ ϰϬϬ ϳϮϬ Ͳϭϲϭϯϱ ϭϳϯϯϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϭϮϰϬ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϭϱϰϬ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ Ͳϭϴϲϱ ϰϵϰϱ
ϲ ϱϱ͘Ϭϴ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϭϭϱϬ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϭϰϬϬ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ Ͳϭϲϳϱ ϯϴϯϱ
ϴ ϰϯ͘Ϭϲ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϭϬϵϬ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϭϮϴϬ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ Ͳϭϰϵϱ ϯϬϭϬ
ϭϬ ϯϲ͘Ϯϱ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϭϵϭϱ ϯϬϲϬ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϭϵϭϱ ϯϰϱϱ ϲϮϱ ϳϰϬ ϵϱϱ ͲϮϮϲϱ ϰϬϯϱ
ϭϮ ϯϮ͘Ϭϰ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϯϳϯϱ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϰϰϯϬ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϯϭϰϱ ϱϭϴϬ
ϭϰ Ϯϵ͘ϯϮ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϰϱϯϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϱϯϵϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϲϯϮϬ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϱϱϳϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϲϲϱϬ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϳϴϭϱ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϳϲϱϱ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϵϭϯϱ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϭϬϳϯϱ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϵϵϲϱ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϭϭϴϵϬ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϭϯϵϳϱ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϱϱ ϳϮϱ ͲϭϮϮϰϱ ϭϮϴϯϬ ϲϵϱ ϯϰϬ ϳϮϱ ͲϭϮϮϰϱ ϭϱϯϭϬ ϲϵϱ ϯϮϬ ϳϮϱ ͲϭϮϮϰϱ ϭϳϵϵϬ
Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ ϯϴϱ ϳϮϬ ͲϭϰϳϳϬ ϭϲϴϴϬ ϳϭϬ ϯϲϱ ϳϮϬ ͲϭϰϳϳϬ ϮϬϬϳϱ ϳϭϬ ϯϱϬ ϳϮϬ Ͳϭϱϭϱϱ ϮϯϱϮϬ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϯϵϬ ϳϮϬ Ͳϭϲϭϯϱ ϭϵϬϮϬ ϳϭϱ ϯϳϱ ϳϮϬ Ͳϭϲϭϯϱ ϮϮϲϭϬ ϳϭϱ ϯϱϱ ϳϮϬ ͲϭϲϵϳϬ ϮϲϰϵϬ
Table E-18 - 50 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϰ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϮϮϭϱ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϮϱϴϱ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϮϵϴϱ ϰϵϰϱ
ϲ ϱϱ͘Ϭϴ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϭϵϳϬ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϮϮϴϱ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϮϲϮϬ ϯϴϯϱ
ϴ ϰϯ͘Ϭϲ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϭϳϰϬ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ Ͳϭϵϵϱ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϮϮϳϬ ϯϬϭϬ
ϭϬ ϯϲ͘Ϯϱ ϲϮϱ ϳϰϬ ϵϱϱ ͲϮϲϰϬ ϰϲϱϱ ϲϮϱ ϳϰϬ ϵϱϱ ͲϯϬϰϱ ϱϯϮϬ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϯϰϴϱ ϲϬϮϱ
ϭϮ ϯϮ͘Ϭϰ ϲϯϬ ϲϭϱ ϴϳϬ ͲϯϰϬϬ ϱϵϵϱ ϲϯϬ ϲϭϱ ϴϳϬ ͲϯϵϭϬ ϲϴϲϱ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϰϰϱϱ ϳϳϵϬ
ϭϰ Ϯϵ͘ϯϮ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϱϰϬ ϳϯϮϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϰϲϳϬ ϴϯϴϱ ϲϰϬ ϱϮϱ ϴϭϱ Ͳϱϯϭϱ ϵϱϯϱ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϵϬϲϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϲϭϯϬ ϭϬϰϬϬ ϲϱϱ ϰϲϬ ϳϳϱ Ͳϲϰϵϱ ϭϭϴϮϬ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϬϱ ϳϱϱ ͲϳϵϯϬ ϭϮϰϱϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϴϭϭϬ ϭϰϮϴϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϵϮϮϬ ϭϲϮϯϱ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϵϵϲϱ ϭϲϮϭϬ ϲϴϬ ϯϲϬ ϳϯϱ ͲϭϬϱϮϬ ϭϴϲϬϬ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϭϭϵϱϱ ϮϭϭϰϬ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϮϬ ϳϮϱ ͲϭϮϮϰϱ ϮϬϴϲϱ ϲϵϱ ϯϮϬ ϳϮϱ ͲϭϯϲϬϱ Ϯϯϵϰϱ ϲϵϱ ϯϮϬ ϳϮϱ ͲϭϱϰϮϬ ϮϳϮϮϬ
Page 660 Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ ϯϯϬ ϳϮϬ ͲϭϲϯϮϬ ϮϳϮϮϬ ϳϭϬ ϯϭϬ ϳϮϬ Ͳϭϴϲϰϱ ϯϭϮϮϬ ϳϭϬ ϯϱϬ ϳϮϬ ͲϮϭϭϮϬ ϯϱϰϴϬ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϯϰϬ ϳϮϬ ͲϭϴϰϯϬ ϯϬϲϲϬ ϳϭϱ ϯϯϬ ϳϮϬ ͲϮϭϬϱϱ ϯϱϭϰϱ ϳϭϱ ϯϴϬ ϳϮϬ ͲϮϯϴϰϱ ϯϵϵϰϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϱ ϲϱ͘ϬϬ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϯϰϭϬ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ ͲϯϴϲϬ ϰϵϰϱ ϲϭϬ ϭϰϮϱ ϭϱϰϱ Ͳϰϯϯϱ ϰϵϰϱ
ϲ ϱϱ͘Ϭϴ ϲϭϬ ϭϮϬϱ ϭϯϰϱ ͲϮϵϴϬ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ Ͳϯϯϱϱ ϯϴϯϱ ϲϭϬ ϭϮϬϱ ϭϯϰϱ Ͳϯϳϱϱ ϯϴϯϱ
ϴ ϰϯ͘Ϭϲ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϮϱϲϬ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϮϴϲϱ ϯϬϭϬ ϲϭϱ ϵϮϬ ϭϬϵϱ ͲϯϭϵϬ ϯϬϯϬ
ϭϬ ϯϲ͘Ϯϱ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϯϵϰϱ ϲϳϳϱ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϰϰϯϱ ϳϱϲϱ ϲϮϱ ϳϰϬ ϵϱϱ Ͳϰϵϱϱ ϴϰϬϬ
ϭϮ ϯϮ͘Ϭϰ ϲϯϬ ϲϭϱ ϴϳϬ ͲϱϬϯϬ ϴϳϳϬ ϲϯϬ ϲϭϱ ϴϳϬ Ͳϱϲϰϱ ϵϴϭϬ ϲϯϬ ϲϭϱ ϴϳϬ ͲϲϮϵϬ ϭϬϵϬϱ
ϭϰ Ϯϵ͘ϯϮ ϲϰϬ ϱϮϱ ϴϭϱ ͲϲϬϬϱ ϭϬϳϱϬ ϲϰϬ ϱϮϱ ϴϭϱ ͲϲϳϯϬ ϭϮϬϯϱ ϲϰϬ ϱϮϱ ϴϭϱ ͲϳϰϵϬ ϭϯϯϵϬ
ϭϲ Ϯϳ͘ϱϯ ϲϱϱ ϰϲϬ ϳϳϱ Ͳϳϯϯϱ ϭϯϯϯϬ ϲϱϱ ϰϲϬ ϳϳϱ ͲϴϮϮϬ ϭϰϵϯϱ ϲϱϱ ϰϲϬ ϳϳϱ ͲϵϭϱϬ ϭϲϲϮϱ
ϭϴ Ϯϲ͘ϯϲ ϲϲϱ ϰϬϱ ϳϱϱ ͲϭϬϰϬϬ ϭϴϯϬϱ ϲϲϱ ϰϬϱ ϳϱϱ Ͳϭϭϲϰϱ ϮϬϰϵϬ ϲϲϱ ϰϬϱ ϳϱϱ ͲϭϮϵϱϱ ϮϮϴϬϬ
ϮϬ Ϯϱ͘ϲϯ ϲϴϬ ϯϲϬ ϳϯϱ Ͳϭϯϰϳϱ ϮϯϴϰϬ ϲϴϬ ϯϲϬ ϳϯϱ ͲϭϱϬϴϱ ϮϲϲϵϬ ϲϴϬ ϯϵϱ ϳϯϱ Ͳϭϲϳϴϱ ϮϵϳϬϬ
ϮϮ Ϯϱ͘ϮϬ ϲϵϱ ϯϱϱ ϳϮϱ ͲϭϳϯϰϬ ϯϬϲϵϬ ϲϵϱ ϰϬϬ ϳϮϱ Ͳϭϵϯϳϱ ϯϰϯϲϬ ϲϵϱ ϰϱϬ ϳϮϱ ͲϮϭϱϰϱ ϯϴϮϯϬ
Ϯϰ Ϯϱ͘ϬϮ ϳϭϬ ϯϵϱ ϳϮϬ ͲϮϯϳϰϱ ϰϬϬϬϬ ϳϭϬ ϰϱϬ ϳϮϬ ͲϮϲϱϮϬ ϰϰϳϴϬ ϳϭϬ ϱϬϬ ϳϮϬ ͲϮϵϰϰϱ ϰϵϴϭϱ
Ϯϱ Ϯϱ͘ϬϬ ϳϭϱ ϰϯϬ ϳϮϬ ͲϮϲϴϬϱ ϰϱϬϮϱ ϳϭϱ ϰϴϱ ϳϮϬ ͲϮϵϵϯϱ ϱϬϰϬϬ ϳϭϱ ϱϰϬ ϳϮϬ ͲϯϯϮϯϬ ϱϲϬϲϱ
Table E-19 - 60 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϱ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϭϭϰϬ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϭϮϵϱ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ Ͳϭϰϱϱ ϱϮϭϱ
ϴ ϲϬ͘Ϯϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϭϭϭϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϭϮϯϱ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ Ͳϭϯϲϱ ϯϳϵϱ
ϭϬ ϱϬ͘ϬϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϳϮϱ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϳϮϱ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ Ͳϭϳϴϱ ϯϱϱϱ
ϭϮ ϰϯ͘ϱϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϮϵϲϬ ϯϵϬϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϮϵϲϬ ϯϵϬϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϮϵϲϬ ϯϵϬϬ
ϭϰ ϯϵ͘ϭϰ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϰϲϭϱ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϰϲϭϱ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϰϲϭϱ
ϭϲ ϯϲ͘ϭϯ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϱϲϮϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϱϲϮϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϱϲϳϬ
ϭϴ ϯϰ͘ϬϬ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϲϴϳϱ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϲϴϳϱ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϲϴϳϱ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϴϯϳϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϴϯϳϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϴϯϳϱ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϬϬϵϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϬϬϵϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϬϵϱϬ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϰϬ ϴϴϱ ͲϭϰϰϬϬ ϭϮϬϱϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϭϮϯϯϬ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϭϯϲϮϱ
Page 661 Ϯϲ ϯϬ͘ϯϭ ϴϯϬ ϰϱϬ ϴϳϱ ͲϭϳϭϬϬ ϭϰϮϱϬ ϴϯϬ ϰϰϬ ϴϳϱ ͲϭϳϭϬϬ ϭϱϮϮϱ ϴϯϬ ϰϯϬ ϴϳϱ ͲϭϳϭϬϬ ϭϲϴϯϬ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϰϳϱ ϴϲϱ ͲϮϬϬϱϬ ϭϳϰϯϱ ϴϰϱ ϰϳϬ ϴϲϱ ͲϮϬϬϱϬ ϭϵϯϯϬ ϴϰϱ ϰϲϬ ϴϲϱ ͲϮϬϬϱϬ Ϯϭϯϭϱ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϰϵϬ ϴϲϬ ͲϮϯϮϲϱ ϮϭϯϬϬ ϴϲϬ ϰϴϬ ϴϲϬ ͲϮϯϮϲϱ ϮϯϲϭϬ ϴϲϬ ϰϳϱ ϴϲϬ ͲϮϯϮϲϱ ϮϲϬϯϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϭϲϮϱ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϭϵϴϬ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϮϯϳϬ ϱϮϭϱ
ϴ ϲϬ͘Ϯϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϭϱϬϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϭϳϵϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϮϭϬϱ ϯϳϵϱ
ϭϬ ϱϬ͘ϬϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϴϱϬ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϭϵϵϬ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϮϭϲϬ ϯϱϱϱ
ϭϮ ϰϯ͘ϱϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϮϵϲϬ ϰϮϯϱ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϮϵϲϬ ϱϬϭϱ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϯϭϳϬ ϱϴϲϱ
ϭϰ ϯϵ͘ϭϰ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϰϵϱϬ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϱϴϵϬ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϲϵϬϱ
ϭϲ ϯϲ͘ϭϯ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϲϮϮϱ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϳϰϬϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϴϲϳϱ
ϭϴ ϯϰ͘ϬϬ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϳϮϳϱ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϴϲϳϱ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϭϬϭϴϱ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϵϮϭϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϭϬϵϴϱ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϭϮϵϬϱ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϮϬϰϬ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϰϯϲϬ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϲϴϲϱ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϭϰϵϴϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϭϳϴϳϬ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϮϬϵϵϬ
Ϯϲ ϯϬ͘ϯϭ ϴϯϬ ϰϮϬ ϴϳϱ ͲϭϳϭϬϬ ϭϴϱϬϱ ϴϯϬ ϰϬϬ ϴϳϱ ͲϭϳϭϬϬ ϮϮϬϳϬ ϴϯϬ ϯϵϬ ϴϳϱ ͲϭϳϭϬϬ ϮϱϵϮϬ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϰϱϬ ϴϲϱ ͲϮϬϬϱϬ Ϯϯϯϴϱ ϴϰϱ ϰϯϬ ϴϲϱ ͲϮϬϬϱϬ Ϯϳϳϵϱ ϴϰϱ ϰϬϱ ϴϲϱ ͲϮϬϱϯϱ ϯϮϱϱϱ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϰϲϱ ϴϲϬ ͲϮϯϮϲϱ ϮϴϱϲϬ ϴϲϬ ϰϰϱ ϴϲϬ ͲϮϯϯϴϱ ϯϯϵϰϬ ϴϲϬ ϰϮϬ ϴϲϬ ͲϮϰϴϱϬ ϯϵϳϰϱ
Table E-19 - 60 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϱ
ϭϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϮϳϵϱ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϯϮϰϱ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϯϳϯϬ ϱϮϭϱ
ϴ ϲϬ͘Ϯϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϮϰϰϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϮϴϭϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϯϮϬϬ ϯϳϵϱ
ϭϬ ϱϬ͘ϬϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϮϯϰϬ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϮϲϯϱ ϯϱϱϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϮϵϴϬ ϯϱϱϱ
ϭϮ ϰϯ͘ϱϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϯϲϵϬ ϲϳϳϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϰϮϰϱ ϳϳϰϬ ϳϰϱ ϴϵϬ ϭϭϱϬ Ͳϰϴϰϱ ϴϳϳϱ
ϭϰ ϯϵ͘ϭϰ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϯϳϱ ϳϵϵϱ ϳϱϱ ϳϲϬ ϭϬϲϬ Ͳϰϴϲϱ ϵϭϱϱ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϱϱϰϬ ϭϬϯϵϱ
ϭϲ ϯϲ͘ϭϯ ϳϲϱ ϲϲϱ ϵϵϱ ͲϱϵϲϬ ϭϬϬϰϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϲϯϰϬ ϭϭϱϭϬ ϳϲϱ ϲϲϱ ϵϵϱ ͲϳϮϭϱ ϭϯϬϴϬ
ϭϴ ϯϰ͘ϬϬ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϭϭϴϭϬ ϳϳϱ ϱϵϬ ϵϱϬ Ͳϳϳϯϱ ϭϯϱϰϱ ϳϳϱ ϱϵϬ ϵϱϬ ͲϴϰϮϬ ϭϱϯϵϱ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϭϰϵϳϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϵϳϯϬ ϭϳϭϳϬ ϳϵϬ ϱϮϱ ϵϮϬ ͲϭϬϱϴϬ ϭϵϱϮϬ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϭϵϱϬ ϭϵϱϱϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϮϲϲϬ ϮϮϰϯϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϰϯϵϬ Ϯϱϰϵϱ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϰϰϬϬ ϮϰϯϰϬ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϱϳϯϬ ϮϳϵϮϬ ϴϭϱ ϰϯϬ ϴϴϱ ͲϭϳϴϳϬ ϯϭϳϯϱ
Page 662 Ϯϲ ϯϬ͘ϯϭ ϴϯϬ ϯϵϬ ϴϳϱ ͲϭϳϭϬϬ ϯϬϬϲϬ ϴϯϬ ϯϵϬ ϴϳϱ ͲϭϵϱϬϱ ϯϰϰϴϬ ϴϯϬ ϯϵϬ ϴϳϱ ͲϮϮϭϬϬ ϯϵϭϴϱ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϯϴϱ ϴϲϱ ͲϮϮϱϬϬ ϯϳϲϵϱ ϴϰϱ ϯϲϬ ϴϲϱ ͲϮϱϳϬϬ ϰϯϮϯϬ ϴϰϱ ϰϭϱ ϴϲϱ ͲϮϵϭϭϬ ϰϵϭϭϱ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϰϬϬ ϴϲϬ ͲϮϳϱϵϬ ϰϱϵϴϱ ϴϲϬ ϰϭϱ ϴϲϬ ͲϯϭϱϭϬ ϱϮϳϮϬ ϴϲϬ ϰϳϱ ϴϲϬ ͲϯϱϲϴϬ ϱϵϵϬϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϳϴ͘ϬϬ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϰϮϰϬ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϰϳϴϬ ϱϮϭϱ ϳϯϬ ϭϳϰϬ ϭϴϳϱ ͲϱϯϱϬ ϱϮϭϱ
ϴ ϲϬ͘Ϯϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ Ͳϯϲϭϱ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ ͲϰϬϱϬ ϯϳϵϱ ϳϯϱ ϭϯϮϱ ϭϱϬϱ Ͳϰϱϭϱ ϰϬϴϬ
ϭϬ ϱϬ͘ϬϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϯϯϱϬ ϯϴϳϱ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϯϳϰϬ ϰϯϯϬ ϳϰϬ ϭϬϲϱ ϭϮϴϱ ͲϰϭϱϬ ϰϴϭϬ
ϭϮ ϰϯ͘ϱϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϱϰϴϬ ϵϴϳϬ ϳϰϱ ϴϵϬ ϭϭϱϬ Ͳϲϭϱϱ ϭϭϬϯϬ ϳϰϱ ϴϵϬ ϭϭϱϬ ͲϲϴϲϬ ϭϮϮϱϬ
ϭϰ ϯϵ͘ϭϰ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϲϮϱϱ ϭϭϳϭϬ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϳϬϭϬ ϭϯϭϬϬ ϳϱϱ ϳϲϬ ϭϬϲϬ ͲϳϴϭϬ ϭϰϱϲϱ
ϭϲ ϯϲ͘ϭϯ ϳϲϱ ϲϲϱ ϵϵϱ ͲϴϭϰϬ ϭϰϳϰϱ ϳϲϱ ϲϲϱ ϵϵϱ ͲϵϭϮϬ ϭϲϱϬϱ ϳϲϱ ϲϲϱ ϵϵϱ ͲϭϬϭϱϬ ϭϴϯϲϬ
ϭϴ ϯϰ͘ϬϬ ϳϳϱ ϱϵϬ ϵϱϬ ͲϵϱϬϬ ϭϳϯϳϬ ϳϳϱ ϱϵϬ ϵϱϬ ͲϭϬϲϰϱ ϭϵϰϱϱ ϳϳϱ ϱϵϬ ϵϱϬ ͲϭϭϴϱϬ Ϯϭϲϱϱ
ϮϬ ϯϮ͘ϱϬ ϳϵϬ ϱϮϱ ϵϮϬ Ͳϭϭϵϯϱ ϮϮϬϬϱ ϳϵϬ ϱϮϱ ϵϮϬ Ͳϭϯϯϲϱ Ϯϰϲϯϱ ϳϵϬ ϱϮϱ ϵϮϬ Ͳϭϰϴϳϱ ϮϳϰϮϱ
ϮϮ ϯϭ͘ϰϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϭϲϮϮϬ ϮϴϳϰϬ ϴϬϬ ϰϳϱ ϵϬϬ Ͳϭϴϭϱϱ ϯϮϭϳϱ ϴϬϬ ϰϳϱ ϵϬϬ ͲϮϬϭϵϱ ϯϱϳϵϬ
Ϯϰ ϯϬ͘ϳϱ ϴϭϱ ϰϯϬ ϴϴϱ ͲϮϬϭϰϬ ϯϱϳϳϱ ϴϭϱ ϰϰϬ ϴϴϱ ͲϮϮϱϰϬ ϰϬϬϱϬ ϴϭϱ ϰϵϱ ϴϴϱ ͲϮϱϬϲϱ ϰϰϱϱϱ
Ϯϲ ϯϬ͘ϯϭ ϴϯϬ ϰϯϱ ϴϳϱ ͲϮϰϴϱϬ ϰϰϭϳϱ ϴϯϬ ϰϵϬ ϴϳϱ ͲϮϳϴϬϬ ϰϵϰϱϬ ϴϯϬ ϱϱϬ ϴϳϱ ͲϯϬϵϭϱ ϱϱϬϭϱ
Ϯϴ ϯϬ͘Ϭϳ ϴϰϱ ϰϳϱ ϴϲϱ ͲϯϮϳϮϬ ϱϱϯϲϱ ϴϰϱ ϱϯϱ ϴϲϱ Ͳϯϲϱϰϱ ϲϭϵϲϱ ϴϰϱ ϱϵϱ ϴϲϱ ͲϰϬϱϳϬ ϲϴϵϮϱ
ϯϬ ϯϬ͘ϬϬ ϴϲϬ ϱϯϱ ϴϲϬ ͲϰϬϭϬϱ ϲϳϱϭϬ ϴϲϬ ϲϬϱ ϴϲϬ ͲϰϰϳϴϬ ϳϱϱϱϱ ϴϲϬ ϲϳϱ ϴϲϬ ͲϰϵϳϭϬ ϴϰϬϯϱ
Table E-20 - 70 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϲ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϭϮϱϱ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϭϰϲϬ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϭϲϳϬ ϳϵϳϬ
ϴ ϴϬ͘ϱϲ ϵϵϱ ϮϭϬϱ ϮϯϮϬ Ͳϭϯϲϱ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϭϱϯϬ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϭϳϬϬ ϱϰϳϬ
ϭϬ ϲϲ͘Ϯϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ Ͳϭϴϰϱ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϭϵϯϬ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϮϬϭϱ ϰϳϳϱ
ϭϮ ϱϳ͘Ϭϰ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϭϮϬ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϭϮϬ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϭϮϬ ϰϵϮϬ
ϭϰ ϱϬ͘ϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϱϱϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϱϱϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϱϱϳϱ
ϭϲ ϰϲ͘Ϯϴ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϲϲϬϱ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϲϲϬϱ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϲϲϬϱ
ϭϴ ϰϯ͘Ϭϯ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϳϵϰϬ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϳϵϰϬ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϳϵϰϬ
ϮϬ ϰϬ͘ϲϯ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϵϱϲϬ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϵϱϲϬ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϵϱϲϬ
ϮϮ ϯϴ͘ϴϰ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϭϰϱϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϭϰϱϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϭϰϱϱ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϯϲϭϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϯϲϭϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϯϲϭϱ
Page 663 Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ ϲϱϬ ϭϮϱϬ ͲϭϵϯϯϬ ϭϲϬϰϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϭϲϬϰϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϭϲϬϰϱ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϲϲϱ ϭϮϯϱ ͲϮϮϳϭϱ ϭϴϳϱϬ ϭϭϰϱ ϲϱϬ ϭϮϯϱ ͲϮϮϳϭϱ ϭϴϳϱϬ ϭϭϰϱ ϲϰϬ ϭϮϯϱ ͲϮϮϳϭϱ ϭϴϳϱϬ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϲϴϬ ϭϮϯϬ ͲϮϲϰϭϬ ϮϭϳϰϬ ϭϭϲϱ ϲϲϱ ϭϮϯϬ ͲϮϲϰϭϬ ϮϭϳϰϬ ϭϭϲϱ ϲϱϱ ϭϮϯϬ ͲϮϲϰϭϬ Ϯϭϴϯϱ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϲϵϱ ϭϮϮϱ ͲϯϬϰϮϱ ϮϱϬϭϱ ϭϭϴϱ ϲϴϱ ϭϮϮϱ ͲϯϬϰϮϱ ϮϱϬϭϱ ϭϭϴϱ ϲϳϬ ϭϮϮϱ ͲϯϬϰϮϱ ϮϲϬϳϱ
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϳϯϬ ϭϮϮϬ Ͳϯϰϳϲϱ ϮϴϱϴϬ ϭϮϭϬ ϳϮϬ ϭϮϮϬ Ͳϯϰϳϲϱ ϮϵϬϲϱ ϭϮϭϬ ϳϭϬ ϭϮϮϬ Ͳϯϰϳϲϱ ϯϮϭϵϱ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϳϰϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϬϰϴϬ ϭϮϮϬ ϳϯϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϭϲϲϬ ϭϮϮϬ ϳϮϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϱϬϲϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϭϴϵϬ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϮϯϳϬ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϮϴϵϱ ϳϵϳϬ
ϴ ϴϬ͘ϱϲ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϭϴϴϬ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϮϮϲϱ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϮϲϵϬ ϱϰϳϬ
ϭϬ ϲϲ͘Ϯϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϮϭϭϬ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϮϯϬϱ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϮϲϰϬ ϰϳϳϱ
ϭϮ ϱϳ͘Ϭϰ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϭϮϬ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϮϬϬ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϰϬϱ ϰϵϮϬ
ϭϰ ϱϬ͘ϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϱϱϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϲϲϱϬ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϳϴϭϱ
ϭϲ ϰϲ͘Ϯϴ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϲϲϬϱ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϳϲϲϱ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϵϬϰϬ
ϭϴ ϰϯ͘Ϭϯ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϳϵϲϱ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϵϱϰϬ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϭϭϮϯϱ
ϮϬ ϰϬ͘ϲϯ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϵϱϲϬ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϭϭϭϳϱ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϭϯϭϵϬ
ϮϮ ϯϴ͘ϴϰ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϭϰϱϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϮϵϲϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϱϯϯϬ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϯϲϭϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϱϳϵϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϭϴϲϴϱ
Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϭϲϲϮϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϭϵϵϴϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϮϯϲϮϱ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϲϮϱ ϭϮϯϱ ͲϮϮϳϭϱ ϮϬϬϱϱ ϭϭϰϱ ϲϬϬ ϭϮϯϱ ͲϮϮϳϭϱ ϮϰϬϴϱ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϮϮϳϭϱ Ϯϴϰϳϱ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϲϰϬ ϭϮϯϬ ͲϮϲϰϭϬ ϮϰϬϲϱ ϭϭϲϱ ϲϭϱ ϭϮϯϬ ͲϮϲϰϭϬ Ϯϴϴϳϱ ϭϭϲϱ ϱϴϱ ϭϮϯϬ ͲϮϲϰϭϬ ϯϰϭϯϱ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϲϱϱ ϭϮϮϱ ͲϯϬϰϮϱ Ϯϴϳϯϱ ϭϭϴϱ ϲϯϬ ϭϮϮϱ ͲϯϬϰϮϱ ϯϰϰϱϬ ϭϭϴϱ ϲϬϬ ϭϮϮϱ ͲϯϬϰϮϱ ϰϬϳϮϬ
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϲϵϱ ϭϮϮϬ Ͳϯϰϳϲϱ ϯϱϰϲϱ ϭϮϭϬ ϲϳϱ ϭϮϮϬ Ͳϯϰϳϲϱ ϰϮϰϭϱ ϭϮϭϬ ϲϰϱ ϭϮϮϬ ͲϯϱϭϵϬ ϰϵϵϮϱ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϳϭϬ ϭϮϮϬ ͲϯϳϬϲϬ ϯϴϲϭϱ ϭϮϮϬ ϲϴϱ ϭϮϮϬ ͲϯϳϬϲϬ ϰϲϭϴϬ ϭϮϮϬ ϲϲϬ ϭϮϮϬ ͲϯϴϭϯϬ ϱϰϯϱϬ
Table E-20 - 70 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϲ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϯϰϲϬ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϰϬϲϱ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϰϳϭϬ ϳϵϳϬ
ϴ ϴϬ͘ϱϲ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϯϭϱϬ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ Ͳϯϲϰϱ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ Ͳϰϭϲϱ ϱϰϳϬ
ϭϬ ϲϲ͘Ϯϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϯϬϰϱ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϯϰϴϬ ϰϳϳϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ Ͳϯϵϰϱ ϰϳϳϱ
ϭϮ ϱϳ͘Ϭϰ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ Ͳϯϲϯϱ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϯϴϴϬ ϰϵϮϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ Ͳϰϭϰϱ ϰϵϮϬ
ϭϰ ϱϬ͘ϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϰϳϱϬ ϵϬϲϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ Ͳϱϰϱϱ ϭϬϰϬϬ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϲϮϰϬ ϭϭϴϮϬ
ϭϲ ϰϲ͘Ϯϴ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϭϬϱϭϱ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϲϱϴϬ ϭϮϬϵϬ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ Ͳϳϭϱϱ ϭϯϳϳϬ
ϭϴ ϰϯ͘Ϭϯ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϭϯϬϱϱ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϴϲϮϬ ϭϱϬϬϱ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϵϯϬϬ ϭϳϬϴϬ
ϮϬ ϰϬ͘ϲϯ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϭϱϯϱϬ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϭϳϲϲϱ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϬϵϬϬ ϮϬϭϮϱ
ϮϮ ϯϴ͘ϴϰ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϭϳϴϲϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϮϬϱϴϬ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϯϰϯϬ ϮϯϰϳϬ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϮϭϳϵϬ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ ϮϱϭϬϱ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϲϮϰϬ Ϯϴϲϯϱ
Page 664 Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ Ϯϳϱϯϱ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϭϵϯϯϬ ϯϭϳϭϬ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϬϯϳϱ ϯϲϭϲϬ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϮϮϳϭϱ ϯϯϭϴϱ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϮϮϳϭϱ ϯϴϮϮϱ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϮϰϲϳϱ ϰϯϱϵϬ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϱϱϬ ϭϮϯϬ ͲϮϲϰϭϬ ϯϵϳϴϱ ϭϭϲϱ ϱϰϱ ϭϮϯϬ ͲϮϲϰϭϬ ϰϱϴϮϬ ϭϭϲϱ ϱϰϱ ϭϮϯϬ ͲϮϵϳϭϱ ϱϮϮϱϬ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϱϲϱ ϭϮϮϱ ͲϯϬϰϮϱ ϰϳϰϱϬ ϭϭϴϱ ϱϯϬ ϭϮϮϱ Ͳϯϭϯϳϱ ϱϰϲϰϱ ϭϭϴϱ ϱϬϱ ϭϮϮϱ ͲϯϱϲϬϱ ϲϮϯϬϱ
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϲϮϬ ϭϮϮϬ Ͳϯϳϭϵϱ ϱϳϵϵϬ ϭϮϭϬ ϱϵϬ ϭϮϮϬ ͲϰϬϭϬϬ ϲϲϲϭϱ ϭϮϭϬ ϱϱϱ ϭϮϮϬ ͲϰϱϰϴϬ ϳϱϳϵϬ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϲϯϬ ϭϮϮϬ ͲϰϬϯϰϱ ϲϯϭϮϱ ϭϮϮϬ ϲϬϬ ϭϮϮϬ Ͳϰϯϳϰϱ ϳϮϱϬϱ ϭϮϮϬ ϱϳϬ ϭϮϮϬ ͲϰϵϲϬϱ ϴϮϰϵϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϲ ϭϬϱ͘Ϭϴ ϵϵϬ ϮϳϲϬ ϮϵϮϱ Ͳϱϯϵϱ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϲϭϯϬ ϳϵϳϬ ϵϵϬ ϮϳϲϬ ϮϵϮϱ ͲϲϵϬϬ ϳϵϳϬ
ϴ ϴϬ͘ϱϲ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϰϳϮϬ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϱϯϬϱ ϱϰϳϬ ϵϵϱ ϮϭϬϱ ϮϯϮϬ ͲϱϵϮϱ ϱϰϳϬ
ϭϬ ϲϲ͘Ϯϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ Ͳϰϰϯϱ ϰϵϭϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϰϵϱϬ ϱϰϴϱ ϭϬϬϱ ϭϲϵϱ ϭϵϲϬ ͲϱϱϬϬ ϲϬϴϱ
ϭϮ ϱϳ͘Ϭϰ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϰϰϯϬ ϱϰϰϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ Ͳϰϴϵϱ ϲϭϬϬ ϭϬϭϱ ϭϰϮϬ ϭϳϯϬ ͲϱϰϬϬ ϲϳϵϱ
ϭϰ ϱϬ͘ϳϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ ͲϳϬϳϬ ϭϯϯϮϱ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ Ͳϳϵϰϱ ϭϰϵϮϬ ϭϬϮϱ ϭϮϮϬ ϭϱϳϱ Ͳϴϴϳϱ ϭϲϲϬϬ
ϭϲ ϰϲ͘Ϯϴ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϴϭϬϱ ϭϱϱϱϬ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϵϭϬϱ ϭϳϰϯϬ ϭϬϰϬ ϭϬϲϱ ϭϰϳϬ ͲϭϬϭϲϱ ϭϵϰϭϱ
ϭϴ ϰϯ͘Ϭϯ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϭϬϱϮϬ ϭϵϮϴϬ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϭϭϴϭϬ Ϯϭϲϭϱ ϭϬϱϱ ϵϱϬ ϭϯϵϬ ͲϭϯϭϳϬ ϮϰϬϵϬ
ϮϬ ϰϬ͘ϲϯ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϮϯϮϱ ϮϮϳϯϱ ϭϬϳϬ ϴϱϬ ϭϯϰϬ Ͳϭϯϴϯϱ Ϯϱϰϵϱ ϭϬϳϬ ϴϱϬ ϭϯϰϬ ͲϭϱϰϯϬ ϮϴϰϬϱ
ϮϮ ϯϴ͘ϴϰ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϰϯϮϱ Ϯϲϱϯϱ ϭϬϴϱ ϳϳϬ ϭϯϬϬ ͲϭϲϬϴϱ ϮϵϳϳϬ ϭϬϴϱ ϳϳϬ ϭϯϬϬ Ͳϭϳϵϯϱ ϯϯϭϴϱ
Ϯϰ ϯϳ͘ϱϮ ϭϭϬϱ ϳϬϱ ϭϮϳϬ Ͳϭϳϰϭϱ ϯϮϯϴϬ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϭϵϱϱϬ ϯϲϯϰϬ ϭϭϬϱ ϳϬϱ ϭϮϳϬ ͲϮϭϳϵϱ ϰϬϱϭϬ
Ϯϲ ϯϲ͘ϱϲ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϯϬϬϱ ϰϬϴϴϬ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϱϴϬϱ ϰϱϴϳϬ ϭϭϮϱ ϲϰϱ ϭϮϱϬ ͲϮϴϳϱϬ ϱϭϭϮϱ
Ϯϴ ϯϱ͘ϴϴ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϮϳϳϵϬ ϰϵϮϴϬ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϯϭϬϵϬ ϱϱϮϵϬ ϭϭϰϱ ϱϵϬ ϭϮϯϱ ͲϯϰϲϯϬ ϲϭϲϯϬ
ϯϬ ϯϱ͘ϰϮ ϭϭϲϱ ϱϰϱ ϭϮϯϬ Ͳϯϯϰϲϱ ϱϵϬϲϱ ϭϭϲϱ ϱϰϱ ϭϮϯϬ ͲϯϳϰϯϬ ϲϲϮϳϱ ϭϭϲϱ ϲϭϱ ϭϮϯϬ ͲϰϭϲϬϱ ϳϯϴϳϬ
ϯϮ ϯϱ͘ϭϰ ϭϭϴϱ ϱϯϱ ϭϮϮϱ ͲϰϬϬϴϱ ϳϬϰϯϬ ϭϭϴϱ ϲϬϱ ϭϮϮϱ ͲϰϰϴϮϱ ϳϵϬϮϬ ϭϭϴϱ ϲϴϱ ϭϮϮϱ ͲϰϵϴϮϱ ϴϴϬϳϬ
ϯϰ ϯϱ͘Ϭϭ ϭϮϭϬ ϱϴϬ ϭϮϮϬ Ͳϱϭϭϴϱ ϴϱϱϯϬ ϭϮϭϬ ϲϲϬ ϭϮϮϬ ͲϱϳϮϭϱ ϵϱϵϯϱ ϭϮϭϬ ϳϰϬ ϭϮϮϬ ͲϲϯϱϳϬ ϭϬϲϵϬϱ
ϯϱ ϯϱ͘ϬϬ ϭϮϮϬ ϲϭϱ ϭϮϮϬ ͲϱϱϴϮϬ ϵϯϬϴϬ ϭϮϮϬ ϲϵϱ ϭϮϮϬ ͲϲϮϯϵϬ ϭϬϰϯϳϱ ϭϮϮϬ ϳϴϱ ϭϮϮϬ Ͳϲϵϯϭϱ ϭϭϲϯϬϬ
Table E-21 - 80 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϳ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ Ͳϭϳϯϱ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϭϵϱϬ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϮϭϴϬ ϲϳϮϱ
ϭϮ ϳϮ͘ϲϳ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϮϵϬϬ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϮϵϴϬ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϯϬϴϱ ϱϰϳϬ
ϭϲ ϱϴ͘ϬϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϲϴϲϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϲϴϲϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϲϴϲϱ
ϮϬ ϱϬ͘ϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϵϲϯϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϵϲϯϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϵϲϯϬ
Ϯϰ ϰϱ͘ϯϯ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϯϰϵϬ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϯϰϵϬ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϯϰϵϬ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϭϴϰϬϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϭϴϰϬϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϭϴϰϬϬ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϳϱϱ ϭϰϭϱ ͲϮϵϳϭϬ Ϯϰϯϴϱ ϭϯϬϱ ϳϰϬ ϭϰϭϱ ͲϮϵϳϭϬ Ϯϰϯϴϱ ϭϯϬϱ ϳϮϱ ϭϰϭϱ ͲϮϵϳϭϬ Ϯϰϱϰϱ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϳϴϱ ϭϰϬϬ ͲϯϴϰϮϬ ϯϭϰϴϬ ϭϯϱϬ ϳϳϬ ϭϰϬϬ ͲϯϴϰϮϬ ϯϭϰϴϬ ϭϯϱϬ ϳϱϱ ϭϰϬϬ ͲϯϴϰϮϬ ϯϯϲϲϬ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϴϰϬ ϭϯϵϱ ͲϰϴϰϯϬ ϯϵϳϰϱ ϭϯϵϱ ϴϯϬ ϭϯϵϱ ͲϰϴϰϯϬ ϰϮϳϭϬ ϭϯϵϱ ϴϭϱ ϭϯϵϱ ͲϰϴϰϯϬ ϰϳϮϴϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
Page 665 ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϮϰϭϱ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϮϵϮϬ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϯϰϴϬ ϲϳϮϱ
ϭϮ ϳϮ͘ϲϳ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϯϮϬϬ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ Ͳϯϰϯϱ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϯϳϮϱ ϱϰϳϬ
ϭϲ ϱϴ͘ϬϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϳϯϵϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϴϴϯϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϭϬϯϴϬ
ϮϬ ϱϬ͘ϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϭϬϯϯϱ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϭϮϯϲϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϭϰϱϱϬ
Ϯϰ ϰϱ͘ϯϯ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϯϰϵϬ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϱϴϬϱ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϭϴϲϳϬ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϭϴϱϵϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϮϮϯϳϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϮϲϰϱϬ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϳϭϬ ϭϰϭϱ ͲϮϵϳϭϬ ϮϳϬϰϱ ϭϯϬϱ ϲϳϱ ϭϰϭϱ ͲϮϵϳϭϬ ϯϮϰϴϱ ϭϯϬϱ ϲϳϱ ϭϰϭϱ ͲϮϵϳϭϬ ϯϴϯϴϱ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϳϰϬ ϭϰϬϬ ͲϯϴϰϮϬ ϯϳϬϵϬ ϭϯϱϬ ϳϭϬ ϭϰϬϬ ͲϯϴϰϮϬ ϰϰϰϴϬ ϭϯϱϬ ϲϳϬ ϭϰϬϬ ͲϯϴϰϮϬ ϱϮϱϰϱ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϴϬϱ ϭϯϵϱ ͲϰϴϰϯϬ ϱϮϬϲϬ ϭϯϵϱ ϳϳϱ ϭϯϵϱ ͲϰϴϰϯϬ ϲϮϮϮϱ ϭϯϵϱ ϳϰϱ ϭϯϵϱ ͲϱϬϯϳϱ ϳϯϮϬϬ
Table E-21 - 80 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϳ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϰϬϴϱ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϰϳϮϱ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϱϰϭϬ ϲϳϮϱ
ϭϮ ϳϮ͘ϲϳ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϰϬϯϱ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ Ͳϰϰϳϱ ϱϰϳϬ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϱϬϮϬ ϱϵϵϬ
ϭϲ ϱϴ͘ϬϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϲϯϴϱ ϭϮϬϰϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ ͲϳϭϲϬ ϭϯϴϮϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ Ͳϴϭϳϱ ϭϱϳϭϱ
ϮϬ ϱϬ͘ϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϭϲϵϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϬϲϴϬ ϭϵϰϭϱ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϭϵϳϬ ϮϮϬϵϬ
Ϯϰ ϰϱ͘ϯϯ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϮϭϳϱϬ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϮϱϬϰϱ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϭϱϵϮϱ ϮϴϱϱϬ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϯϬϴϯϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϯϱϱϭϱ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϮϮϯϱ ϰϬϱϬϬ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϲϳϱ ϭϰϭϱ ͲϮϵϳϭϬ ϰϰϳϮϬ ϭϯϬϱ ϲϳϱ ϭϰϭϱ ͲϮϵϳϭϬ ϱϭϰϵϱ ϭϯϬϱ ϲϳϱ ϭϰϭϱ Ͳϯϯϭϱϱ ϱϴϳϬϱ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϲϯϱ ϭϰϬϬ ͲϯϴϰϮϬ ϲϭϮϬϱ ϭϯϱϬ ϱϵϱ ϭϰϬϬ ͲϰϬϯϯϬ ϳϬϰϲϱ ϭϯϱϬ ϱϵϬ ϭϰϬϬ ͲϰϱϳϲϬ ϴϬϯϮϬ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϳϭϬ ϭϯϵϱ Ͳϱϯϯϰϱ ϴϰϵϵϬ ϭϯϵϱ ϲϳϱ ϭϯϵϱ ͲϱϴϴϭϬ ϵϳϱϵϱ ϭϯϵϱ ϲϰϬ ϭϯϵϱ ͲϲϲϲϴϬ ϭϭϭϬϭϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
Page 666 ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϬϰ͘ϬϬ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϲϭϰϬ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϲϵϭϬ ϲϳϮϱ ϭϭϯϱ ϮϳϱϬ ϮϵϲϬ ͲϳϳϮϬ ϲϵϮϱ
ϭϮ ϳϮ͘ϲϳ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ Ͳϱϱϵϱ ϲϳϰϱ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ ͲϲϮϭϬ ϳϱϰϱ ϭϭϱϬ ϭϴϱϱ Ϯϭϲϱ Ͳϲϴϳϱ ϴϯϵϬ
ϭϲ ϱϴ͘ϬϬ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ ͲϵϮϱϱ ϭϳϳϮϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ ͲϭϬϯϵϱ ϭϵϴϰϱ ϭϭϳϬ ϭϯϵϱ ϭϴϬϬ ͲϭϭϲϬϬ ϮϮϬϴϬ
ϮϬ ϱϬ͘ϬϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ Ͳϭϯϱϯϱ ϮϰϵϯϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ Ͳϭϱϭϴϱ ϮϳϵϲϬ ϭϮϬϬ ϭϭϭϱ ϭϲϭϬ ͲϭϲϵϮϱ ϯϭϭϱϬ
Ϯϰ ϰϱ͘ϯϯ ϭϮϯϬ ϵϮϱ ϭϱϬϱ Ͳϭϳϯϴϱ ϯϮϮϲϱ ϭϮϯϬ ϵϮϱ ϭϱϬϱ Ͳϭϵϱϭϱ ϯϲϭϵϱ ϭϮϯϬ ϵϮϱ ϭϱϬϱ ͲϮϭϳϲϬ ϰϬϯϰϬ
Ϯϴ ϰϮ͘ϱϳ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϰϱϰϬ ϰϱϳϴϱ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϮϳϱϯϱ ϱϭϯϴϬ ϭϮϲϱ ϳϴϱ ϭϰϰϱ ͲϯϬϲϵϱ ϱϳϮϳϬ
ϯϮ ϰϭ͘ϬϬ ϭϯϬϱ ϲϳϱ ϭϰϭϱ Ͳϯϳϯϯϱ ϲϲϯϱϬ ϭϯϬϱ ϲϳϱ ϭϰϭϱ Ͳϰϭϳϳϱ ϳϰϰϯϬ ϭϯϬϱ ϲϳϱ ϭϰϭϱ ͲϰϲϱϯϬ ϴϮϵϱϱ
ϯϲ ϰϬ͘ϮϮ ϭϯϱϬ ϲϭϬ ϭϰϬϬ Ͳϱϭϱϭϱ ϵϬϳϳϱ ϭϯϱϬ ϲϵϱ ϭϰϬϬ ͲϱϳϲϬϱ ϭϬϭϴϮϱ ϭϯϱϬ ϳϴϱ ϭϰϬϬ ͲϲϰϬϮϬ ϭϭϯϰϳϱ
ϰϬ ϰϬ͘ϬϬ ϭϯϵϱ ϳϮϱ ϭϯϵϱ ͲϳϱϬϮϱ ϭϮϱϮϱϬ ϭϯϵϱ ϴϮϬ ϭϯϵϱ ͲϴϯϴϱϬ ϭϰϬϰϱϱ ϭϯϵϱ ϵϮϱ ϭϯϵϱ ͲϵϯϭϱϬ ϭϱϲϰϴϬ
Table E-22 - 90 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϴ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϮϭϲϬ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϮϰϯϱ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϮϳϮϱ ϴϭϱϬ
ϭϮ ϵϬ͘ϯϴ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϮϵϵϬ ϲϬϵϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϯϭϮϱ ϲϬϵϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϯϮϲϬ ϲϬϵϱ
ϭϲ ϳϭ͘Ϯϴ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϭϴϱ ϳϭϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϭϴϱ ϳϭϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϭϴϱ ϳϭϴϱ
ϮϬ ϲϬ͘ϲϯ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϵϳϲϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϵϳϲϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϵϴϱϬ
Ϯϰ ϱϰ͘ϭϵ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϭϯϰϲϬ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϭϯϰϲϬ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϭϯϰϲϬ
Ϯϴ ϱϬ͘ϭϲ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϭϴϭϴϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϭϴϭϴϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϭϴϭϴϱ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ Ϯϯϵϰϱ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ Ϯϯϵϰϱ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ Ϯϯϵϰϱ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϴϰϱ ϭϱϵϬ Ͳϯϳϲϯϱ ϯϬϳϳϬ ϭϰϳϬ ϴϮϱ ϭϱϵϬ Ͳϯϳϲϯϱ ϯϬϳϳϬ ϭϰϳϬ ϴϭϬ ϭϱϵϬ Ͳϯϳϲϯϱ ϯϭϵϲϬ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϴϳϱ ϭϱϳϱ Ͳϰϳϯϰϱ ϯϴϳϬϬ ϭϱϭϱ ϴϲϬ ϭϱϳϱ Ͳϰϳϯϰϱ ϯϴϳϬϬ ϭϱϭϱ ϴϰϬ ϭϱϳϱ Ͳϰϳϯϰϱ ϰϮϯϱϬ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϵϭϱ ϭϱϳϬ ͲϱϮϲϴϱ ϰϯϬϵϱ ϭϱϯϱ ϵϬϬ ϭϱϳϬ ͲϱϮϲϴϱ ϰϱϱϬϬ ϭϱϯϱ ϴϴϱ ϭϱϳϬ ͲϱϮϲϴϱ ϱϬϯϳϬ
Page 667 ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ ϵϰϱ ϭϱϳϬ Ͳϲϭϯϭϱ ϱϬϮϰϱ ϭϱϳϬ ϵϯϬ ϭϱϳϬ Ͳϲϭϯϭϱ ϱϱϲϮϬ ϭϱϳϬ ϵϭϱ ϭϱϳϬ Ͳϲϭϯϭϱ ϲϭϱϱϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϯϬϯϬ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϯϲϳϬ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϰϯϴϬ ϴϭϱϬ
ϭϮ ϵϬ͘ϯϴ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϯϰϬϱ ϲϬϵϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ Ͳϯϳϯϱ ϲϬϵϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϰϮϰϱ ϲϬϵϱ
ϭϲ ϳϭ͘Ϯϴ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϭϴϱ ϳϭϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϭϴϱ ϳϭϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϲϮϮϱ ϳϭϴϱ
ϮϬ ϲϬ͘ϲϯ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϭϬϴϲϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϭϯϬϭϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϭϱϯϮϱ
Ϯϰ ϱϰ͘ϭϵ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϭϰϳϰϬ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϭϳϲϱϱ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ ϮϬϴϬϱ
Ϯϴ ϱϬ͘ϭϲ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϭϴϱϯϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϮϮϮϳϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ Ϯϲϯϭϱ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ ϮϲϮϳϬ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ ϯϭϱϲϬ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ ϯϳϮϳϬ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϳϵϱ ϭϱϵϬ Ͳϯϳϲϯϱ ϯϱϮϬϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ Ͳϯϳϲϯϱ ϰϮϮϵϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ Ͳϯϳϲϯϱ ϰϵϵϱϬ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϴϮϱ ϭϱϳϱ Ͳϰϳϯϰϱ ϰϲϲϱϬ ϭϱϭϱ ϳϴϱ ϭϱϳϱ Ͳϰϳϯϰϱ ϱϱϵϲϬ ϭϱϭϱ ϳϰϱ ϭϱϳϱ Ͳϰϳϯϰϱ ϲϲϬϳϱ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϴϳϬ ϭϱϳϬ ͲϱϮϲϴϱ ϱϱϰϱϬ ϭϱϯϱ ϴϯϱ ϭϱϳϬ ͲϱϮϲϴϱ ϲϲϮϲϱ ϭϱϯϱ ϴϬϬ ϭϱϳϬ ͲϱϯϮϯϬ ϳϳϵϰϱ
ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ ϵϬϬ ϭϱϳϬ Ͳϲϭϯϭϱ ϲϳϳϱϱ ϭϱϳϬ ϴϲϱ ϭϱϳϬ Ͳϲϭϯϭϱ ϴϬϵϰϬ ϭϱϳϬ ϴϯϬ ϭϱϳϬ ͲϲϰϰϬϱ ϵϱϭϴϱ
Table E-22 - 90 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϴ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ Ͳϱϭϰϱ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ Ͳϱϵϲϱ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ Ͳϲϴϯϱ ϴϭϱϬ
ϭϮ ϵϬ͘ϯϴ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ Ͳϰϴϱϱ ϲϬϵϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϱϱϬϱ ϲϰϱϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϲϮϬϱ ϳϯϭϬ
ϭϲ ϳϭ͘Ϯϴ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϱϴϱ ϳϭϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ Ͳϲϵϲϱ ϳϯϴϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϳϯϳϬ ϴϰϰϬ
ϮϬ ϲϬ͘ϲϯ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϭϳϴϭϱ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϬϰϴϱ ϮϬϰϴϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϭϵϮϱ Ϯϯϯϭϱ
Ϯϰ ϱϰ͘ϭϵ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ Ϯϰϭϴϱ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϱϲϳϬ Ϯϳϳϵϱ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϳϬϮϱ ϯϭϲϰϱ
Ϯϴ ϱϬ͘ϭϲ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϯϬϲϱϬ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϯϱϮϴϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϭϴϳϬ ϰϬϮϮϬ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ ϰϯϰϬϬ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϮϵϭϲϱ ϰϵϵϲϬ ϭϰϯϬ ϴϳϬ ϭϲϮϬ Ͳϯϭϵϱϱ ϱϲϵϯϱ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϳϲϬ ϭϱϵϬ Ͳϯϳϲϯϱ ϱϴϭϳϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ Ͳϯϳϵϭϱ ϲϲϵϲϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ ͲϰϯϬϯϬ ϳϲϯϮϬ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϳϬϬ ϭϱϳϱ Ͳϰϳϯϰϱ ϳϲϵϰϬ ϭϱϭϱ ϲϳϬ ϭϱϳϱ ͲϱϬϱϱϱ ϴϴϱϱϱ ϭϱϭϱ ϲϳϬ ϭϱϳϱ Ͳϱϳϯϱϱ ϭϬϬϵϮϬ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϳϲϬ ϭϱϳϬ ͲϱϲϮϲϱ ϵϬϰϵϬ ϭϱϯϱ ϳϮϬ ϭϱϳϬ ͲϲϮϮϮϱ ϭϬϯϵϬϬ ϭϱϯϱ ϲϳϱ ϭϱϳϬ ͲϳϬϱϲϬ ϭϭϴϭϳϱ
Page 668 ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ ϳϵϱ ϭϱϳϬ ͲϲϴϮϱϱ ϭϭϬϰϴϬ ϭϱϳϬ ϳϱϱ ϭϱϳϬ ͲϳϲϯϲϬ ϭϮϲϴϯϱ ϭϱϳϬ ϳϯϱ ϭϱϳϬ Ͳϴϲϱϲϱ ϭϰϰϮϰϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϴ ϭϯϬ͘ϱϲ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ ͲϳϳϲϬ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ Ͳϴϳϯϱ ϴϭϱϬ ϭϮϳϱ ϯϰϳϱ ϯϲϵϬ Ͳϵϳϲϱ ϴϲϬϬ
ϭϮ ϵϬ͘ϯϴ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϲϵϲϬ ϴϮϭϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϳϳϲϬ ϵϭϳϱ ϭϮϵϬ Ϯϯϰϱ ϮϲϲϬ ͲϴϲϬϱ ϭϬϭϵϬ
ϭϲ ϳϭ͘Ϯϴ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϳϴϬϱ ϵϱϲϬ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϴϮϲϬ ϭϬϳϰϱ ϭϯϬϱ ϭϳϲϱ Ϯϭϳϱ ͲϴϳϲϬ ϭϭϵϵϬ
ϮϬ ϲϬ͘ϲϯ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ Ͳϭϯϰϴϱ ϮϲϯϮϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ Ͳϭϱϭϯϱ ϮϵϱϬϬ ϭϯϯϬ ϭϰϭϱ ϭϵϭϱ ͲϭϲϴϳϬ ϯϮϴϱϬ
Ϯϰ ϱϰ͘ϭϵ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϭϵϮϰϬ ϯϱϳϮϱ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϮϭϱϴϬ ϰϬϬϰϬ ϭϯϲϬ ϭϭϳϱ ϭϳϲϱ ͲϮϰϬϰϱ ϰϰϲϮϱ
Ϯϴ ϱϬ͘ϭϲ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϰϯϴϬ ϰϱϰϱϱ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϮϳϯϱϱ ϱϬϵϵϬ ϭϯϵϬ ϭϬϬϬ ϭϲϳϱ ͲϯϬϰϵϬ ϱϲϴϮϱ
ϯϮ ϰϳ͘ϲϰ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϯϲϬϵϬ ϲϰϯϰϬ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϰϬϰϲϱ ϳϮϭϲϱ ϭϰϯϬ ϴϳϬ ϭϲϮϬ ͲϰϱϬϳϱ ϴϬϰϭϬ
ϯϲ ϰϲ͘ϭϯ ϭϰϳϬ ϳϲϬ ϭϱϵϬ ͲϰϴϰϱϬ ϴϲϮϰϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ ͲϱϰϮϮϱ ϵϲϳϯϱ ϭϰϳϬ ϳϲϬ ϭϱϵϬ ͲϲϬϯϵϱ ϭϬϳϳϵϱ
ϰϬ ϰϱ͘ϯϭ ϭϱϭϱ ϲϵϱ ϭϱϳϱ Ͳϲϰϱϲϱ ϭϭϰϬϯϬ ϭϱϭϱ ϳϵϬ ϭϱϳϱ ͲϳϮϭϴϱ ϭϮϳϴϵϱ ϭϱϭϱ ϴϵϬ ϭϱϳϱ ͲϴϬϮϮϬ ϭϰϮϱϭϬ
ϰϮ ϰϱ͘ϭϭ ϭϱϯϱ ϳϯϱ ϭϱϳϬ Ͳϳϵϯϵϱ ϭϯϯϰϱϱ ϭϱϯϱ ϴϯϬ ϭϱϳϬ ͲϴϴϳϰϬ ϭϰϵϲϱϬ ϭϱϯϱ ϵϯϱ ϭϱϳϬ ͲϵϴϱϵϬ ϭϲϲϳϮϬ
ϰϱ ϰϱ͘ϬϬ ϭϱϳϬ ϴϰϬ ϭϱϳϬ ͲϵϳϯϵϬ ϭϲϮϳϲϱ ϭϱϳϬ ϵϱϬ ϭϱϳϬ ͲϭϬϴϴϯϱ ϭϴϮϰϵϬ ϭϱϳϬ ϭϬϲϱ ϭϱϳϬ ͲϭϮϬϴϵϱ ϮϬϯϮϴϱ
Table E-23 - 100 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϵ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϮϳϱϬ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϯϬϱϱ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϯϯϳϱ ϳϱϭϬ
ϭϰ ϵϲ͘Ϯϵ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϰϮϯϬ ϲϵϭϱ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ Ͳϰϯϴϱ ϲϵϭϱ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ Ͳϰϱϰϱ ϲϵϭϱ
ϭϴ ϳϴ͘ϰϰ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ
ϮϮ ϲϳ͘ϴϮ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϭϱϵϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϭϱϵϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϮϯϯϬ
Ϯϲ ϲϭ͘Ϭϴ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϭϱϲϱϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϭϱϲϱϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϭϲϯϯϱ
ϯϬ ϱϲ͘ϲϳ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϮϬϳϯϬ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϮϬϳϯϬ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϮϬϳϯϬ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ Ϯϲϴϭϱ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ Ϯϲϴϭϱ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ Ϯϲϴϭϱ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϵϮϬ ϭϳϴϬ ͲϰϭϲϭϬ ϯϯϵϰϬ ϭϲϭϬ ϵϬϬ ϭϳϴϬ ͲϰϭϲϭϬ ϯϯϵϰϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϯϱϱϭϬ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϵϱϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϰϮϭϱϬ ϭϲϱϱ ϵϯϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϰϮϭϱϬ ϭϲϱϱ ϵϭϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϰϲϬϬϱ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϵϴϬ ϭϳϰϱ ͲϲϯϬϰϱ ϱϭϰϴϬ ϭϳϬϬ ϵϲϬ ϭϳϰϱ ͲϲϯϬϰϱ ϱϯϯϬϬ ϭϳϬϬ ϵϰϱ ϭϳϰϱ ͲϲϯϬϰϱ ϱϵϬϭϱ
Page 669 ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ ϭϬϰϱ ϭϳϰϱ ͲϳϱϳϮϬ ϲϯϮϳϱ ϭϳϰϱ ϭϬϯϬ ϭϳϰϱ ͲϳϱϳϮϬ ϳϬϰϯϱ ϭϳϰϱ ϭϬϭϬ ϭϳϰϱ ͲϳϱϳϮϬ ϳϳϵϮϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϯϳϭϬ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϰϰϭϱ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϱϭϴϱ ϳϱϭϬ
ϭϰ ϵϲ͘Ϯϵ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϰϳϮϬ ϲϵϭϱ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϱϭϮϱ ϲϵϭϱ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ Ͳϱϱϲϱ ϲϵϭϱ
ϭϴ ϳϴ͘ϰϰ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϬϰϱ ϴϱϵϬ
ϮϮ ϲϳ͘ϴϮ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϯϱϵϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϲϮϳϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϭϵϭϲϱ
Ϯϲ ϲϭ͘Ϭϴ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϭϳϵϵϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ Ϯϭϱϯϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϮϱϯϲϬ
ϯϬ ϱϲ͘ϲϳ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϮϭϳϬϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϮϲϬϲϬ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϯϬϳϳϬ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ ϮϴϲϵϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ ϯϰϰϳϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ ϰϬϳϮϬ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϯϵϭϲϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϰϳϬϮϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϱϱϱϬϱ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϴϵϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϱϬϲϲϱ ϭϲϱϱ ϴϰϱ ϭϳϱϱ Ͳϱϭϲϵϱ ϲϬϴϮϱ ϭϲϱϱ ϴϬϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϳϭϴϬϬ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϵϮϬ ϭϳϰϱ ͲϲϯϬϰϱ ϲϰϵϴϬ ϭϳϬϬ ϴϴϬ ϭϳϰϱ ͲϲϯϬϰϱ ϳϳϵϭϱ ϭϳϬϬ ϴϯϬ ϭϳϰϱ ͲϲϯϬϰϱ ϵϭϵϱϱ
ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ ϵϵϱ ϭϳϰϱ ͲϳϱϳϮϬ ϴϱϳϱϬ ϭϳϰϱ ϵϱϱ ϭϳϰϱ ͲϳϱϳϮϬ ϭϬϮϰϬϬ ϭϳϰϱ ϵϭϱ ϭϳϰϱ ͲϴϬϮϰϬ ϭϮϬϯϴϬ
Table E-23 - 100 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϵ
ϭϱƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϲϬϯϬ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϲϵϯϬ ϳϱϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϳϴϴϱ ϴϯϰϬ
ϭϰ ϵϲ͘Ϯϵ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϲϬϰϬ ϳϭϲϱ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϲϴϬϱ ϴϮϭϬ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϳϲϮϬ ϵϯϮϬ
ϭϴ ϳϴ͘ϰϰ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϴϰϮϱ ϴϱϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ Ͳϴϴϵϱ ϵϰϵϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ Ͳϵϯϵϱ ϭϬϴϱϬ
ϮϮ ϲϳ͘ϴϮ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϮϳϲϱ ϮϮϮϳϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϯϬϬϱ Ϯϱϱϵϱ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϭϰϴϮϱ Ϯϵϭϯϱ
Ϯϲ ϲϭ͘Ϭϴ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ Ϯϵϰϲϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϭϴϯϵϬ ϯϯϴϱϱ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϮϬϲϴϬ ϯϴϱϮϱ
ϯϬ ϱϲ͘ϲϳ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϯϱϴϮϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϬϮϬ ϰϭϮϯϬ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϱϭϲϬ ϰϲϵϴϱ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ ϰϳϰϯϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϮϳϰϬ ϱϰϲϬϱ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϯϯϮϱϬ ϲϮϮϰϬ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϭϲϭϬ ϲϰϲϮϱ ϭϲϭϬ ϴϵϱ ϭϳϴϬ Ͳϰϭϴϴϱ ϳϰϯϳϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϰϳϱϯϬ ϴϰϳϰϱ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϴϬϬ ϭϳϱϱ Ͳϱϭϲϵϱ ϴϯϱϵϬ ϭϲϱϱ ϴϬϬ ϭϳϱϱ Ͳϱϰϱϵϱ ϵϲϭϵϬ ϭϲϱϱ ϴϬϬ ϭϳϱϱ ͲϲϭϵϰϬ ϭϬϵϲϬϱ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϳϴϬ ϭϳϰϱ ͲϲϯϬϰϱ ϭϬϳϬϯϬ ϭϳϬϬ ϳϯϬ ϭϳϰϱ ͲϳϬϰϭϱ ϭϮϯϭϰϱ ϭϳϬϬ ϳϯϱ ϭϳϰϱ ͲϳϵϴϲϬ ϭϰϬϯϬϬ
Page 670 ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ ϴϳϱ ϭϳϰϱ ͲϴϱϭϬϱ ϭϯϵϲϵϬ ϭϳϰϱ ϴϯϬ ϭϳϰϱ ͲϵϲϰϱϬ ϭϲϬϯϯϱ ϭϳϰϱ ϴϰϬ ϭϳϰϱ ͲϭϬϵϯϯϬ ϭϴϮϯϭϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
Ͳ н Ͳ н Ͳ н
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D ZLJ Zdž &Ă D D
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϯϬ͘ϬϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϴϵϬϬ ϵϮϵϱ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ Ͳϵϵϳϱ ϭϬϯϭϬ ϭϰϮϬ ϯϰϲϬ ϯϳϮϱ ͲϭϭϭϭϬ ϭϭϯϳϱ
ϭϰ ϵϲ͘Ϯϵ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ Ͳϴϰϴϱ ϭϬϱϬϬ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϵϰϬϬ ϭϭϳϱϬ ϭϰϯϱ ϮϰϵϬ Ϯϴϱϱ ͲϭϬϯϵϱ ϭϯϬϲϱ
ϭϴ ϳϴ͘ϰϰ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϵϵϯϬ ϭϮϮϵϱ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϭϬϰϵϬ ϭϯϴϮϬ ϭϰϱϱ ϭϵϰϬ ϮϰϬϬ ͲϭϭϭϮϬ ϭϱϰϯϬ
ϮϮ ϲϳ͘ϴϮ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ Ͳϭϲϳϱϱ ϯϮϴϴϱ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ Ͳϭϴϳϵϱ ϯϲϴϱϬ ϭϰϳϱ ϭϱϴϱ ϮϭϰϬ ͲϮϬϵϰϱ ϰϭϬϯϬ
Ϯϲ ϲϭ͘Ϭϴ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϮϯϯϲϬ ϰϯϰϴϬ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϮϲϭϵϱ ϰϴϳϱϬ ϭϱϬϱ ϭϯϰϬ ϭϵϴϬ ͲϮϵϭϴϬ ϱϰϯϭϱ
ϯϬ ϱϲ͘ϲϳ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϮϴϰϰϬ ϱϯϬϴϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ ͲϯϭϵϬϱ ϱϵϱϯϱ ϭϱϯϱ ϭϭϱϱ ϭϴϴϬ Ͳϯϱϱϱϱ ϲϲϯϯϱ
ϯϰ ϱϯ͘ϳϲ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ Ͳϯϳϱϳϱ ϳϬϯϰϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ ͲϰϮϭϰϱ ϳϴϵϬϬ ϭϱϳϱ ϭϬϭϱ ϭϴϮϬ Ͳϰϲϵϲϱ ϴϳϵϮϱ
ϯϴ ϱϭ͘ϴϵ ϭϲϭϬ ϴϵϱ ϭϳϴϬ Ͳϱϯϲϰϱ ϵϱϳϰϱ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϲϬϭϯϬ ϭϬϳϯϴϬ ϭϲϭϬ ϴϵϱ ϭϳϴϬ ͲϲϲϵϲϬ ϭϭϵϲϰϬ
ϰϮ ϱϬ͘ϳϲ ϭϲϱϱ ϴϬϬ ϭϳϱϱ ͲϲϵϳϯϬ ϭϮϯϴϯϬ ϭϲϱϱ ϴϮϱ ϭϳϱϱ ͲϳϳϵϲϬ ϭϯϴϴϳϱ ϭϲϱϱ ϵϯϬ ϭϳϱϱ Ͳϴϲϲϰϱ ϭϱϰϳϮϱ
ϰϲ ϱϬ͘ϭϳ ϭϳϬϬ ϴϰϬ ϭϳϰϱ Ͳϴϵϴϴϱ ϭϱϴϰϵϱ ϭϳϬϬ ϵϱϱ ϭϳϰϱ ͲϭϬϬϰϴϬ ϭϳϳϳϯϬ ϭϳϬϬ ϭϬϳϱ ϭϳϰϱ Ͳϭϭϭϲϰϱ ϭϵϴϬϬϱ
ϱϬ ϱϬ͘ϬϬ ϭϳϰϱ ϵϲϬ ϭϳϰϱ ͲϭϮϮϵϵϬ ϮϬϱϳϯϱ ϭϳϰϱ ϭϬϴϱ ϭϳϰϱ ͲϭϯϳϰϯϬ ϮϯϬϲϰϬ ϭϳϰϱ ϭϮϭϱ ϭϳϰϱ ͲϭϱϮϲϱϱ ϮϱϲϴϵϬ
Table E-24 - 110 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϬ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϯϭϮϱ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ Ͳϯϰϴϱ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϯϴϳϬ ϵϴϮϬ
ϭϰ ϭϭϱ͘Ϭϰ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϰϳϮϱ ϴϰϰϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ Ͳϰϵϭϱ ϴϰϰϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϱϭϮϬ ϴϰϰϬ
ϭϴ ϵϯ͘Ϭϯ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϴϳϰϱ ϭϬϬϬϬ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϴϳϰϱ ϭϬϬϬϬ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϴϳϰϱ ϭϬϬϬϬ
ϮϮ ϳϵ͘ϳϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϭϯϭϲϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϭϯϭϲϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϭϯϭϲϱ
Ϯϲ ϳϭ͘ϭϳ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϭϳϱϳϱ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϭϳϱϳϱ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϭϳϱϳϱ
ϯϬ ϲϱ͘ϰϮ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϮϯϭϯϬ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϮϯϭϯϬ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϮϯϭϯϬ
ϯϰ ϲϭ͘ϰϵ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϮϵϴϮϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϮϵϴϮϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϮϵϴϮϱ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϯϳϲϴϱ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϯϳϲϴϱ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϯϳϲϴϱ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϮϰϬ ϮϮϳϱ ͲϱϳϳϬϬ ϰϲϳϲϬ ϮϬϳϬ ϭϮϮϬ ϮϮϳϱ ͲϱϳϳϬϬ ϰϲϳϲϬ ϮϬϳϬ ϭϮϬϬ ϮϮϳϱ ͲϱϳϳϬϬ ϰϲϳϲϬ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϮϴϬ ϮϮϲϬ ͲϳϬϰϴϱ ϱϳϬϵϱ ϮϭϯϬ ϭϮϲϬ ϮϮϲϬ ͲϳϬϰϴϱ ϱϳϬϵϱ ϮϭϯϬ ϭϮϯϱ ϮϮϲϬ ͲϳϬϰϴϱ ϱϳϬϵϱ
Page 671 ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ ϭϯϮϱ ϮϮϱϬ Ͳϴϰϳϵϱ ϲϴϳϱϬ Ϯϭϴϱ ϭϯϬϱ ϮϮϱϬ Ͳϴϰϳϵϱ ϲϴϳϱϬ Ϯϭϴϱ ϭϮϴϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϲϴϳϱϬ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϰϭϱ ϮϮϲϬ ͲϭϬϰϵϮϱ ϴϱϮϲϬ ϮϮϲϱ ϭϯϵϱ ϮϮϲϬ ͲϭϬϰϵϮϱ ϴϱϮϲϬ ϮϮϲϱ ϭϯϴϬ ϮϮϲϬ ͲϭϬϰϵϮϱ ϵϮϯϱϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϰϮϴϬ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ Ͳϱϭϰϱ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϲϬϳϱ ϵϴϮϬ
ϭϰ ϭϭϱ͘Ϭϰ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϱϯϯϬ ϴϰϰϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϱϴϭϬ ϴϰϰϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϲϰϮϬ ϴϰϰϬ
ϭϴ ϵϯ͘Ϭϯ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϴϳϰϱ ϭϬϬϬϬ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ Ͳϴϳϰϱ ϭϬϬϬϬ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϵϭϵϬ ϭϬϬϬϬ
ϮϮ ϳϵ͘ϳϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϭϰϰϵϬ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϭϳϰϮϬ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϮϬϱϴϬ
Ϯϲ ϳϭ͘ϭϳ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϭϴϳϴϬ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϮϮϱϳϱ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϮϲϲϳϬ
ϯϬ ϲϱ͘ϰϮ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϮϯϭϯϬ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϮϳϱϮϱ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϯϮϲϮϬ
ϯϰ ϲϭ͘ϰϵ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϮϵϴϮϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϯϮϵϰϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϯϵϭϱϱ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϯϳϲϴϱ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϰϮϯϰϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϱϬϯϱϬ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϭϳϱ ϮϮϳϱ ͲϱϳϳϬϬ ϰϲϵϱϱ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϱϳϳϬϬ ϱϲϱϮϬ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϱϳϳϬϬ ϲϳϬϬϱ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϮϭϱ ϮϮϲϬ ͲϳϬϰϴϱ ϱϵϰϮϬ ϮϭϯϬ ϭϭϲϱ ϮϮϲϬ ͲϳϬϰϴϱ ϳϭϱϭϱ ϮϭϯϬ ϭϭϭϱ ϮϮϲϬ ͲϳϬϰϴϱ ϴϰϲϴϱ
ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ ϭϮϲϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϳϰϱϵϱ Ϯϭϴϱ ϭϮϭϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϴϵϳϱϱ Ϯϭϴϱ ϭϭϲϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϭϬϲϭϲϱ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϯϲϬ ϮϮϲϬ ͲϭϬϰϵϮϱ ϭϬϮϬϭϱ ϮϮϲϱ ϭϯϭϱ ϮϮϲϬ ͲϭϬϰϵϮϱ ϭϮϮϱϳϬ ϮϮϲϱ ϭϮϳϬ ϮϮϲϬ ͲϭϬϳϯϲϱ ϭϰϰϳϳϬ
Table E-24 - 110 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϬ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϳϬϴϬ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϴϭϱϬ ϵϴϮϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϵϯϭϬ ϭϬϭϴϱ
ϭϰ ϭϭϱ͘Ϭϰ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϳϮϱϱ ϴϰϰϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϴϭϵϬ ϵϱϲϱ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϵϭϵϬ ϭϬϴϲϬ
ϭϴ ϵϯ͘Ϭϯ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϵϳϰϬ ϭϬϬϬϬ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϭϬϯϮϱ ϭϬϳϯϱ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϭϬϵϰϱ ϭϮϮϵϬ
ϮϮ ϳϵ͘ϳϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϮϯϵϴϬ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϰϬϲϬ ϮϳϲϭϬ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ Ͳϭϱϵϯϱ ϯϭϰϳϱ
Ϯϲ ϳϭ͘ϭϳ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϯϭϬϳϬ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϬϯϲϱ ϯϱϳϳϱ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϭϴϮϱ ϰϬϳϴϱ
ϯϬ ϲϱ͘ϰϮ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϯϴϬϵϬ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϰϯϵϰϬ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϮϳϳϴϱ ϱϬϭϳϬ
ϯϰ ϲϭ͘ϰϵ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϰϱϴϮϱ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϱϮϵϲϬ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ ͲϯϲϰϯϬ ϲϬϱϱϬ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϱϴϵϱϱ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϲϴϭϱϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ Ͳϰϲϯϳϱ ϳϳϵϰϬ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϱϳϳϬϬ ϳϴϰϬϬ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϱϳϳϬϬ ϵϬϱϴϬ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϱϴϲϱϬ ϭϬϯϱϰϱ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϬϲϬ ϮϮϲϬ ͲϳϬϰϴϱ ϵϵϬϳϱ ϮϭϯϬ ϭϬϮϬ ϮϮϲϬ ͲϳϬϰϴϱ ϭϭϰϰϱϱ ϮϭϯϬ ϭϬϮϬ ϮϮϲϬ ͲϳϰϲϲϬ ϭϯϬϴϯϬ
Page 672 ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ ϭϭϬϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϭϮϰϭϳϱ Ϯϭϴϱ ϭϬϰϬ ϮϮϱϬ Ͳϴϰϳϵϱ ϭϰϯϰϯϬ Ϯϭϴϱ ϵϴϬ ϮϮϱϬ ͲϵϰϮϬϱ ϭϲϯϵϮϱ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϮϮϱ ϮϮϲϬ Ͳϭϭϯϯϲϱ ϭϲϴϲϭϬ ϮϮϲϱ ϭϭϳϱ ϮϮϲϬ ͲϭϭϵϳϴϬ ϭϵϰϭϬϬ ϮϮϲϱ ϭϭϮϬ ϮϮϲϬ ͲϭϯϯϲϰϬ ϮϮϭϮϯϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϬ ϭϱϲ͘Ϯϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϭϬϱϰϱ ϭϭϯϭϬ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ Ͳϭϭϴϱϱ ϭϮϱϬϱ ϭϳϴϬ ϰϳϴϱ ϱϬϵϬ ͲϭϯϮϯϬ ϭϯϳϲϬ
ϭϰ ϭϭϱ͘Ϭϰ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϭϬϮϰϱ ϭϮϮϯϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ Ͳϭϭϯϲϱ ϭϯϲϴϬ ϭϴϬϬ ϯϰϰϱ ϯϴϲϱ ͲϭϮϱϰϬ ϭϱϮϭϬ
ϭϴ ϵϯ͘Ϭϯ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϭϭϲϬϱ ϭϯϵϰϱ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϭϮϯϬϱ ϭϱϲϵϱ ϭϴϮϱ ϮϲϵϬ ϯϮϮϱ ͲϭϯϰϯϬ ϭϳϱϯϱ
ϮϮ ϳϵ͘ϳϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϭϴϬϱϬ ϯϱϱϳϬ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϮϬϮϴϱ ϯϵϵϬϱ ϭϴϱϱ ϮϮϬϱ ϮϴϱϬ ͲϮϮϲϰϬ ϰϰϰϳϱ
Ϯϲ ϳϭ͘ϭϳ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϰϳϬϱ ϰϲϬϵϱ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϮϳϳϱϬ ϱϭϳϭϬ ϭϴϵϬ ϭϴϲϱ Ϯϲϭϱ ͲϯϬϵϲϬ ϱϳϲϱϬ
ϯϬ ϲϱ͘ϰϮ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϯϬϯϰϱ ϱϲϳϳϱ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϯϰϬϵϱ ϲϯϳϱϱ ϭϵϯϬ ϭϲϭϱ Ϯϰϲϱ ͲϯϴϬϱϬ ϳϭϭϭϱ
ϯϰ ϲϭ͘ϰϵ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ Ͳϯϲϲϰϱ ϲϴϲϬϬ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ Ͳϰϭϭϵϱ ϳϳϭϭϬ ϭϵϳϬ ϭϰϮϬ ϮϯϳϬ Ͳϰϱϵϵϱ ϴϲϬϴϬ
ϯϴ ϱϴ͘ϴϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϰϳϮϰϬ ϴϴϯϮϬ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϱϮϵϵϬ ϵϵϮϵϱ ϮϬϮϬ ϭϮϲϱ ϮϯϭϬ ͲϱϵϭϱϬ ϭϭϬϴϲϱ
ϰϮ ϱϳ͘Ϭϭ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϲϲϭϮϱ ϭϭϳϮϵϱ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϳϰϬϯϱ ϭϯϭϴϯϬ ϮϬϳϬ ϭϭϯϬ ϮϮϳϱ ͲϴϮϰϮϱ ϭϰϳϭϱϬ
ϰϲ ϱϱ͘ϴϴ ϮϭϯϬ ϭϬϮϬ ϮϮϲϬ ͲϴϰϭϲϬ ϭϰϴϭϵϱ ϮϭϯϬ ϭϬϮϬ ϮϮϲϬ ͲϵϰϮϬϬ ϭϲϲϱϱϱ ϮϭϯϬ ϭϬϮϬ ϮϮϲϬ ͲϭϬϰϳϴϱ ϭϴϱϵϭϬ
ϱϬ ϱϱ͘Ϯϱ Ϯϭϴϱ ϵϮϱ ϮϮϱϬ ͲϭϬϲϭϲϱ ϭϴϱϲϲϬ Ϯϭϴϱ ϵϵϱ ϮϮϱϬ ͲϭϭϴϴϬϱ ϮϬϴϲϰϬ Ϯϭϴϱ ϭϭϮϱ ϮϮϱϬ ͲϭϯϮϭϯϬ ϮϯϮϴϲϬ
ϱϱ ϱϱ͘ϬϬ ϮϮϲϱ ϭϬϲϬ ϮϮϲϬ ͲϭϱϬϱϬϱ ϮϱϬϬϬϱ ϮϮϲϱ ϭϭϲϱ ϮϮϲϬ ͲϭϲϴϯϯϬ ϮϴϬϰϮϱ ϮϮϲϱ ϭϯϭϱ ϮϮϲϬ ͲϭϴϳϭϮϬ ϯϭϮϰϵϬ
Table E-25 - 120 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϭ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϯϵϮϬ ϵϱϳϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϰϯϮϱ ϵϱϳϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ Ͳϰϳϱϱ ϵϱϳϬ
ϭϲ ϭϮϬ͘ϱϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϲϯϱϬ ϵϱϭϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ Ͳϲϱϳϱ ϵϱϭϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϲϴϭϬ ϵϱϭϬ
ϮϬ ϭϬϬ͘ϬϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϬϴϬ ϭϭϳϭϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϬϴϬ ϭϭϳϭϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϬϴϬ ϭϭϳϭϱ
Ϯϰ ϴϳ͘ϬϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϭϱϯϲϱ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϭϱϯϲϱ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϭϱϵϰϬ
Ϯϴ ϳϴ͘Ϯϵ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϮϬϮϬϬ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϮϬϮϬϬ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϮϬϮϬϬ
ϯϮ ϳϮ͘Ϯϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϮϲϭϲϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϮϲϭϲϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϮϲϭϲϬ
ϯϲ ϲϴ͘ϬϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϯϯϮϯϱ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϯϯϮϯϱ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϯϯϮϯϱ
ϰϬ ϲϱ͘ϬϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϰϭϰϲϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϰϭϰϲϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϰϭϰϲϱ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϯϯϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϱϬϴϳϱ ϮϮϯϱ ϭϯϭϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϱϬϴϳϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϱϬϴϳϱ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϯϳϬ ϮϰϳϬ ͲϳϲϬϴϱ ϲϭϱϯϬ ϮϮϵϬ ϭϯϰϱ ϮϰϳϬ ͲϳϲϬϴϱ ϲϭϱϯϬ ϮϮϵϬ ϭϯϮϬ ϮϰϳϬ ͲϳϲϬϴϱ ϲϭϱϯϬ
Page 673 ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ ϭϰϭϬ ϮϰϲϬ ͲϵϬϳϳϱ ϳϯϰϳϬ Ϯϯϰϱ ϭϯϵϬ ϮϰϲϬ ͲϵϬϳϳϱ ϳϯϰϳϬ Ϯϯϰϱ ϭϯϲϱ ϮϰϲϬ ͲϵϬϳϳϱ ϳϯϰϳϬ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϰϴϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϴϲϳϱϬ ϮϰϬϱ ϭϰϲϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϴϲϳϱϬ ϮϰϬϱ ϭϰϰϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϵϭϴϯϬ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϱϰϬ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϬϭϰϭϱ ϮϰϳϬ ϭϱϮϬ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϬϭϰϭϱ ϮϰϳϬ ϭϱϬϬ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϭϮϯϬϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϱϮϬϱ ϵϱϳϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ Ͳϲϭϲϱ ϵϱϳϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϳϮϬϬ ϵϱϳϬ
ϭϲ ϭϮϬ͘ϱϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϳϬϲϱ ϵϱϭϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϳϲϱϬ ϵϱϭϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϴϮϴϬ ϵϱϭϬ
ϮϬ ϭϬϬ͘ϬϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϬϴϬ ϭϭϳϭϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϬϴϬ ϭϭϳϭϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϭϰϮϱ ϭϭϳϭϱ
Ϯϰ ϴϳ͘ϬϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϭϳϲϭϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ Ϯϭϭϲϱ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϮϱϬϬϱ
Ϯϴ ϳϴ͘Ϯϵ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϮϬϵϰϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϮϱϯϬϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϯϬϬϭϱ
ϯϮ ϳϮ͘Ϯϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϮϲϴϱϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϯϮϯϳϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϯϴϯϯϱ
ϯϲ ϲϴ͘ϬϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϯϯϮϯϱ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϯϳϱϲϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϰϰϲϭϱ
ϰϬ ϲϱ͘ϬϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϰϭϰϲϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϰϳϰϮϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϱϲϯϱϱ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϱϭϲϮϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϲϮϭϭϬ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϳϯϲϴϬ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϮϵϱ ϮϰϳϬ ͲϳϲϬϴϱ ϲϰϮϵϬ ϮϮϵϬ ϭϮϰϱ ϮϰϳϬ ͲϳϲϬϴϱ ϳϳϯϰϱ ϮϮϵϬ ϭϭϴϱ ϮϰϳϬ ͲϳϲϬϴϱ ϵϭϲϱϬ
ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ ϭϯϰϬ ϮϰϲϬ ͲϵϬϳϳϱ ϳϵϱϬϬ Ϯϯϰϱ ϭϮϴϱ ϮϰϲϬ ͲϵϬϳϳϱ ϵϱϲϯϬ Ϯϯϰϱ ϭϮϮϱ ϮϰϲϬ ͲϵϬϳϳϱ ϭϭϯϭϵϱ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϰϮϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϭϬϭϰϯϱ ϮϰϬϱ ϭϯϳϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϭϮϭϴϲϱ ϮϰϬϱ ϭϯϮϱ Ϯϰϱϱ ͲϭϬϳϬϮϱ ϭϰϯϵϯϱ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϰϳϱ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϮϰϬϭϬ ϮϰϳϬ ϭϰϯϬ Ϯϰϲϱ ͲϭϮϰϴϵϬ ϭϰϴϵϮϱ ϮϰϳϬ ϭϯϴϬ Ϯϰϲϱ ͲϭϮϴϲϳϱ ϭϳϱϴϯϱ
Table E-25 - 120 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϭ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ Ͳϴϯϭϱ ϵϲϮϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϵϱϬϬ ϭϬϴϳϱ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϭϬϳϳϱ ϭϮϮϱϬ
ϭϲ ϭϮϬ͘ϱϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ Ͳϴϵϱϱ ϭϬϮϯϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϭϬϬϬϱ ϭϭϳϱϱ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ Ͳϭϭϭϲϱ ϭϯϯϳϱ
ϮϬ ϭϬϬ͘ϬϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϮϬϴϬ ϭϭϳϭϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϮϳϳϱ ϭϯϮϮϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϯϱϮϬ ϭϱϭϱϱ
Ϯϰ ϴϳ͘ϬϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϲϬ ϮϵϭϯϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϲϴϵϬ ϯϯϱϰϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϭϵϮϵϱ ϯϴϮϯϬ
Ϯϴ ϳϴ͘Ϯϵ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϯϱϬϳϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϰϬϰϴϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϯϲϱϱ ϰϲϮϰϬ
ϯϮ ϳϮ͘Ϯϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϰϰϳϰϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϱϭϱϴϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϭϱϳϬ ϱϴϴϳϬ
ϯϲ ϲϴ͘ϬϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϱϮϭϵϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϲϬϮϴϱ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϬϲϵϱ ϲϴϵϬϱ
ϰϬ ϲϱ͘ϬϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϲϱϵϱϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϳϲϮϭϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϭϭϭϬ ϴϳϭϯϬ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϴϲϭϳϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϲϮϴϴϱ ϵϵϱϯϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ Ͳϲϰϭϰϱ ϭϭϯϳϱϬ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϳϲϬϴϱ ϭϬϳϭϵϬ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϳϲϬϴϱ ϭϮϯϴϬϱ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϴϬϯϱϱ ϭϰϭϰϵϬ
Page 674 ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ ϭϭϲϱ ϮϰϲϬ ͲϵϬϳϳϱ ϭϯϮϯϳϬ Ϯϯϰϱ ϭϭϬϬ ϮϰϲϬ ͲϵϬϳϳϱ ϭϱϮϴϲϱ Ϯϯϰϱ ϭϬϲϱ ϮϰϲϬ ͲϵϵϴϴϬ ϭϳϰϲϴϱ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϮϳϬ Ϯϰϱϱ ͲϭϭϮϭϭϬ ϭϲϳϲϯϱ ϮϰϬϱ ϭϮϭϬ Ϯϰϱϱ ͲϭϭϴϮϯϱ ϭϵϮϵϳϬ ϮϰϬϱ ϭϭϱϬ Ϯϰϱϱ ͲϭϯϮϬϱϬ Ϯϭϵϵϰϱ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϯϯϬ Ϯϰϲϱ Ͳϭϯϱϵϰϱ ϮϬϰϳϯϱ ϮϰϳϬ ϭϮϳϬ Ϯϰϲϱ ͲϭϰϯϳϮϬ ϮϯϱϲϯϬ ϮϰϳϬ ϭϮϭϬ Ϯϰϲϱ ͲϭϲϮϬϵϱ Ϯϲϴϱϭϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϱϲ͘ϬϬ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϭϮϭϰϬ ϭϯϳϬϱ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ Ͳϭϯϱϴϱ ϭϱϮϰϱ ϭϵϱϬ ϰϳϲϱ ϱϭϯϬ ͲϭϱϭϭϬ ϭϲϴϳϬ
ϭϲ ϭϮϬ͘ϱϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϭϮϰϬϬ ϭϱϬϵϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϭϯϳϬϱ ϭϲϵϭϬ ϭϵϲϱ ϯϱϵϱ ϰϬϳϱ ͲϭϱϬϴϬ ϭϴϴϮϱ
ϮϬ ϭϬϬ͘ϬϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϰϯϬϱ ϭϳϮϬϱ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϱϭϰϬ ϭϵϯϳϬ ϭϵϵϬ Ϯϴϴϱ ϯϰϳϱ ͲϭϲϮϴϱ Ϯϭϲϱϱ
Ϯϰ ϴϳ͘ϬϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϮϭϴϰϱ ϰϯϮϭϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϮϰϱϰϬ ϰϴϰϳϬ ϮϬϮϬ ϮϰϬϱ ϯϭϬϱ ͲϮϳϯϴϬ ϱϰϬϭϱ
Ϯϴ ϳϴ͘Ϯϵ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϲϯϲϱ ϱϮϯϰϱ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϮϵϲϯϬ ϱϴϴϬϬ ϮϬϱϱ ϮϬϲϬ ϮϴϳϬ ͲϯϯϬϳϬ ϲϱϲϬϱ
ϯϮ ϳϮ͘Ϯϱ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ Ͳϯϱϱϱϱ ϲϲϲϬϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ ͲϯϵϵϰϬ ϳϰϳϳϬ ϮϬϵϱ ϭϴϬϬ Ϯϳϭϱ Ͳϰϰϱϱϱ ϴϯϯϴϱ
ϯϲ ϲϴ͘ϬϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϭϲϲϬ ϳϴϬϰϱ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϰϲϴϮϱ ϴϳϳϭϬ ϮϭϰϬ ϭϲϬϬ ϮϲϭϬ ͲϱϮϮϳϬ ϵϳϵϬϬ
ϰϬ ϲϱ͘ϬϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϱϮϲϰϱ ϵϴϳϭϱ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ Ͳϱϵϭϲϱ ϭϭϬϵϲϬ Ϯϭϴϱ ϭϰϯϬ ϮϱϰϬ ͲϲϲϬϰϬ ϭϮϯϴϲϱ
ϰϰ ϲϮ͘ϵϭ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϳϮϯϮϬ ϭϮϴϴϯϬ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϴϭϬϳϬ ϭϰϰϳϳϱ ϮϮϯϱ ϭϮϵϬ Ϯϰϵϱ ͲϵϬϰϮϱ ϭϲϭϱϳϱ
ϰϴ ϲϭ͘ϱϬ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϵϬϱϴϬ ϭϲϬϮϰϱ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϭϬϭϯϵϬ ϭϴϬϬϳϬ ϮϮϵϬ ϭϭϳϬ ϮϰϳϬ ͲϭϭϮϳϴϬ ϮϬϬϵϳϬ
ϱϮ ϲϬ͘ϲϮ Ϯϯϰϱ ϭϬϲϱ ϮϰϲϬ ͲϭϭϮϱϲϬ ϭϵϳϴϮϱ Ϯϯϰϱ ϭϬϲϱ ϮϰϲϬ ͲϭϮϱϵϲϱ ϮϮϮϮϴϱ Ϯϯϰϱ ϭϭϲϬ ϮϰϲϬ ͲϭϰϬϬϵϱ ϮϰϴϬϳϬ
ϱϲ ϲϬ͘ϭϰ ϮϰϬϱ ϭϬϴϱ Ϯϰϱϱ ͲϭϰϴϳϯϬ ϮϰϴϱϱϬ ϮϰϬϱ ϭϭϯϬ Ϯϰϱϱ ͲϭϲϲϯϳϬ ϮϳϴϳϵϬ ϮϰϬϱ ϭϮϳϱ Ϯϰϱϱ Ͳϭϴϰϵϱϱ ϯϭϬϵϯϬ
ϲϬ ϲϬ͘ϬϬ ϮϰϳϬ ϭϭϰϱ Ϯϰϲϱ ͲϭϴϮϱϯϬ ϯϬϯϯϵϱ ϮϰϳϬ ϭϯϬϬ Ϯϰϲϱ ͲϮϬϰϭϯϱ ϯϰϬϮϳϬ ϮϰϳϬ ϭϰϲϱ Ϯϰϲϱ ͲϮϮϲϵϬϱ ϯϳϵϭϵϱ
Table E-26 - 130 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϮ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϰϱϮϬ ϭϬϲϰϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϱϬϬϱ ϭϬϲϰϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ Ͳϱϱϭϱ ϭϬϲϰϬ
ϭϲ ϭϰϬ͘Ϭϯ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϲϲϬϬ ϭϬϭϬϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϲϴϳϬ ϭϬϭϬϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϳϭϱϬ ϭϬϭϬϬ
ϮϬ ϭϭϱ͘ϲϯ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϬϴϲϱ ϭϮϬϲϱ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϬϴϲϱ ϭϮϬϲϱ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϬϴϲϱ ϭϮϬϲϱ
Ϯϰ ϭϬϬ͘ϬϮ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ
Ϯϴ ϴϵ͘ϰϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϮϬϮϱϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϮϬϮϱϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϮϬϲϰϱ
ϯϮ ϴϮ͘ϬϮ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϮϲϬϲϬ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϮϲϬϲϬ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϮϲϬϲϬ
ϯϲ ϳϲ͘ϲϴ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϯϮϵϳϬ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϯϮϵϳϬ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϯϮϵϳϬ
ϰϬ ϳϮ͘ϴϭ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϰϬϵϵϱ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϰϬϵϵϱ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϰϬϵϵϱ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϱϬϭϳϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϱϬϭϳϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϱϬϭϳϬ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϰϰϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϲϬϱϰϬ ϮϰϮϱ ϭϰϭϱ ϮϳϬϬ Ͳϳϰϵϲϱ ϲϬϱϰϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϲϬϱϰϬ
Page 675 ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ ϭϰϴϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϳϮϭϰϱ ϮϰϴϬ ϭϰϱϱ Ϯϲϳϱ ͲϴϵϯϮϬ ϳϮϭϰϱ ϮϰϴϬ ϭϰϮϱ Ϯϲϳϱ ͲϴϵϯϮϬ ϳϮϭϰϱ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϱϮϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϴϱϬϯϱ ϮϱϰϬ ϭϰϵϱ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϴϱϬϯϱ ϮϱϰϬ ϭϰϳϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϴϱϬϯϱ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϲϬϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϵϵϮϱϱ ϮϲϬϬ ϭϱϳϱ ϮϲϲϬ ͲϭϮϮϱϳϬ ϵϵϮϱϱ ϮϲϬϬ ϭϱϱϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϬϲϱϮϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϲϬϰϱ ϭϬϲϰϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϳϭϴϬ ϭϬϲϰϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϴϰϬϱ ϭϬϲϰϬ
ϭϲ ϭϰϬ͘Ϭϯ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϳϰϴϬ ϭϬϭϬϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϴϭϳϬ ϭϬϭϬϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϵϬϯϬ ϭϬϮϮϬ
ϮϬ ϭϭϱ͘ϲϯ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϬϴϲϱ ϭϮϬϲϱ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϭϯϵϬ ϭϮϬϲϱ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϮϭϮϬ ϭϮϬϲϱ
Ϯϰ ϭϬϬ͘ϬϮ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ
Ϯϴ ϴϵ͘ϰϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϮϮϴϰϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϮϳϱϭϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϯϮϱϱϱ
ϯϮ ϴϮ͘ϬϮ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϮϴϳϵϬ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϯϰϲϮϱ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϰϬϵϮϱ
ϯϲ ϳϲ͘ϲϴ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϯϯϵϲϬ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϰϬϵϲϱ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϰϴϱϯϱ
ϰϬ ϳϮ͘ϴϭ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϰϬϵϵϱ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϰϳϰϵϱ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϱϲϯϵϱ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϱϬϭϳϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϱϴϳϵϱ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϲϵϴϰϱ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϲϮϴϲϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϳϱϱϵϱ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϴϵϲϴϬ
ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ ϭϰϬϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϳϲϵϱϬ ϮϰϴϬ ϭϯϰϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϵϮϱϯϱ ϮϰϴϬ ϭϮϴϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϭϬϵϲϲϬ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϰϰϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϵϯϲϯϱ ϮϱϰϬ ϭϯϴϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϭϭϮϱϴϱ ϮϱϰϬ ϭϯϮϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϭϯϯϮϴϱ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϱϯϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϭϳϲϯϬ ϮϲϬϬ ϭϰϳϱ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϰϭϮϳϱ ϮϲϬϬ ϭϰϮϬ ϮϲϲϬ ͲϭϮϮϱϳϬ ϭϲϲϴϬϱ
Table E-26 - 130 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϮ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϵϳϮϬ ϭϭϮϰϱ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϭϭϭϮϱ ϭϮϳϬϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϭϮϲϮϬ ϭϰϮϳϱ
ϭϲ ϭϰϬ͘Ϭϯ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϬϮϬϱ ϭϭϴϯϱ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϭϱϬϬ ϭϯϱϳϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϮϴϴϬ ϭϱϰϭϬ
ϮϬ ϭϭϱ͘ϲϯ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϮϵϬϬ ϭϯϭϯϬ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ Ͳϭϯϳϯϱ ϭϱϭϳϬ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϰϲϮϱ ϭϳϯϰϱ
Ϯϰ ϭϬϬ͘ϬϮ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ Ͳϭϲϲϱϱ ϭϱϱϱϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϭϳϯϳϬ ϭϲϴϱϱ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϭϴϮϯϱ ϭϵϯϵϬ
Ϯϴ ϴϵ͘ϰϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϯϳϵϳϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϯϰϭϬ ϰϯϳϳϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϱϭϭϬ ϰϵϵϰϬ
ϯϮ ϴϮ͘ϬϮ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϰϳϲϵϬ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϭϮϰϱ ϱϰϵϮϱ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϯϯϰϬϬ ϲϮϲϮϱ
ϯϲ ϳϲ͘ϲϴ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϱϲϲϲϬ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϲϱϯϰϱ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϬϮϱϬ ϳϰϱϵϬ
ϰϬ ϳϮ͘ϴϭ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϲϱϵϲϬ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϳϲϭϴϬ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϬϰϵϱ ϴϳϬϲϬ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϴϭϳϭϱ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϵϰϰϬϱ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϲϮϬϰϱ ϭϬϳϵϭϱ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϭϬϰϴϱϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϳϰϵϲϱ ϭϮϭϬϳϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ ͲϳϳϵϳϬ ϭϯϴϯϯϱ
Page 676 ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϭϮϴϮϭϬ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ ͲϴϵϯϮϬ ϭϰϴϬϰϱ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ Ͳϵϱϵϳϱ ϭϲϵϭϱϬ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϮϱϬ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϭϱϱϴϭϬ ϮϱϰϬ ϭϭϳϱ Ϯϲϲϱ ͲϭϬϱϭϳϬ ϭϳϵϴϵϬ ϮϱϰϬ ϭϭϲϱ Ϯϲϲϱ ͲϭϭϳϯϰϬ ϮϬϱϱϮϱ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϯϲϬ ϮϲϲϬ ͲϭϮϴϰϴϱ ϭϵϰϮϯϬ ϮϲϬϬ ϭϮϵϱ ϮϲϲϬ ͲϭϯϱϱϮϱ ϮϮϯϱϰϱ ϮϲϬϬ ϭϮϮϱ ϮϲϲϬ ͲϭϱϮϳϮϱ Ϯϱϰϳϱϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϭϴϮ͘Ϭϰ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϭϰϮϯϬ ϭϱϵϱϬ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ ͲϭϱϵϰϬ ϭϳϳϭϱ ϮϭϬϱ ϱϱϵϱ ϱϵϲϬ Ͳϭϳϳϯϱ ϭϵϱϴϬ
ϭϲ ϭϰϬ͘Ϭϯ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϰϯϰϬ ϭϳϯϲϱ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϱϴϴϬ ϭϵϰϯϬ ϮϭϮϱ ϰϮϭϱ ϰϲϵϱ ͲϭϳϱϭϬ ϮϭϲϭϬ
ϮϬ ϭϭϱ͘ϲϯ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϱϲϭϬ ϭϵϲϱϬ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ ͲϭϳϭϯϬ ϮϮϬϵϬ Ϯϭϰϱ ϯϯϴϬ ϯϵϳϱ Ͳϭϴϳϯϱ ϮϰϲϲϬ
Ϯϰ ϭϬϬ͘ϬϮ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϭϵϭϱϬ ϮϮϬϳϱ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϮϬϭϮϬ ϮϰϵϭϬ Ϯϭϳϱ ϮϴϮϱ ϯϱϯϬ ͲϮϭϭϰϬ ϮϳϵϬϱ
Ϯϴ ϴϵ͘ϰϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϮϴϰϮϱ ϱϲϰϴϬ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ ͲϯϭϵϮϱ ϲϯϯϵϱ ϮϮϬϱ ϮϰϮϬ ϯϮϯϱ Ͳϯϱϲϭϱ ϳϬϲϴϬ
ϯϮ ϴϮ͘ϬϮ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ Ͳϯϳϳϴϱ ϳϬϳϵϱ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϰϮϰϮϬ ϳϵϰϮϱ ϮϮϰϱ ϮϭϮϬ ϯϬϯϱ ͲϰϳϯϭϬ ϴϴϱϯϬ
ϯϲ ϳϲ͘ϲϴ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϰϰϵϵϬ ϴϰϰϬϬ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϱϬϱϯϬ ϵϰϳϲϱ ϮϮϴϱ ϭϴϴϬ ϮϵϬϬ ͲϱϲϯϳϬ ϭϬϱϲϵϱ
ϰϬ ϳϮ͘ϴϭ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϮϱϳϬ ϵϴϲϬϬ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϱϵϬϳϱ ϭϭϬϴϬϬ ϮϯϯϬ ϭϲϴϱ ϮϴϬϱ ͲϲϱϵϯϬ ϭϮϯϲϲϬ
ϰϰ ϳϬ͘Ϭϭ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ Ͳϲϱϭϰϱ ϭϮϮϮϰϬ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ ͲϳϯϮϬϬ ϭϯϳϯϴϱ Ϯϯϳϱ ϭϱϮϱ Ϯϳϰϱ Ͳϴϭϲϵϱ ϭϱϯϯϱϬ
ϰϴ ϲϴ͘Ϭϭ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϴϳϴϵϱ ϭϱϲϲϱϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ Ͳϵϴϱϭϱ ϭϳϲϬϭϬ ϮϰϮϱ ϭϯϵϬ ϮϳϬϬ ͲϭϬϵϴϲϱ ϭϵϲϰϭϱ
ϱϮ ϲϲ͘ϲϯ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ ͲϭϬϴϭϳϱ ϭϵϭϱϰϬ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ ͲϭϮϭϬϳϬ ϮϭϱϮϭϬ ϮϰϴϬ ϭϮϳϬ Ϯϲϳϱ ͲϭϯϰϲϲϬ ϮϰϬϭϲϬ
ϱϲ ϲϱ͘ϳϮ ϮϱϰϬ ϭϭϲϱ Ϯϲϲϱ ͲϭϯϮϮϯϬ ϮϯϮϳϭϬ ϮϱϰϬ ϭϭϲϱ Ϯϲϲϱ ͲϭϰϳϵϳϬ ϮϲϭϰϱϬ ϮϱϰϬ ϭϮϳϬ Ϯϲϲϱ ͲϭϲϰϱϲϬ Ϯϵϭϳϰϱ
ϲϬ ϲϱ͘Ϯϭ ϮϲϬϬ ϭϭϱϱ ϮϲϲϬ ͲϭϳϮϬϭϬ Ϯϴϳϴϱϱ ϮϲϬϬ ϭϮϮϬ ϮϲϲϬ ͲϭϵϮϯϵϱ ϯϮϮϴϰϱ ϮϲϬϬ ϭϯϴϬ ϮϲϲϬ ͲϮϭϯϴϴϱ ϯϲϬϭϰϱ
Table E-27 - 140 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϯ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ Ͳϱϭϳϱ ϭϭϴϬϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ Ͳϱϳϰϱ ϭϭϴϬϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϲϯϰϬ ϭϭϴϬϬ
ϭϲ ϭϲϭ͘ϭϯ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϲϴϴϬ ϭϬϳϰϱ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϳϭϵϱ ϭϬϳϰϱ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϳϱϱϬ ϭϬϳϰϱ
ϮϬ ϭϯϮ͘ϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϬϲϰϱ ϭϮϰϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϬϲϰϱ ϭϮϰϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϬϴϲϬ ϭϮϰϱϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϲϰϱϱ ϭϱϳϳϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϲϰϱϱ ϭϱϳϳϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϲϰϱϱ ϭϱϳϳϱ
Ϯϴ ϭϬϭ͘ϱϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϮϬϯϰϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϮϬϯϰϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϮϮϱϮϱ
ϯϮ ϵϮ͘ϱϲ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϮϲϬϮϬ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϮϲϬϮϬ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϮϲϭϬϬ
ϯϲ ϴϲ͘Ϭϲ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϯϮϳϴϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϯϮϳϴϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϯϮϳϴϱ
ϰϬ ϴϭ͘Ϯϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϰϬϲϰϬ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϰϬϲϰϬ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϰϬϲϰϬ
ϰϰ ϳϳ͘ϲϴ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϰϵϲϭϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϰϵϲϭϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϰϵϲϭϬ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϱϵϳϯϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϱϵϳϯϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϱϵϳϯϬ
Page 677 ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ ϭϱϱϬ ϮϵϬϱ ͲϴϴϭϬϱ ϳϭϬϱϬ Ϯϲϭϱ ϭϱϮϬ ϮϵϬϱ ͲϴϴϭϬϱ ϳϭϬϱϬ Ϯϲϭϱ ϭϰϵϱ ϮϵϬϱ ͲϴϴϭϬϱ ϳϭϬϱϬ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϱϵϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϴϯϲϬϱ ϮϲϳϬ ϭϱϲϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϴϯϲϬϱ ϮϲϳϬ ϭϱϯϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϴϯϲϬϱ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϲϯϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϵϳϰϰϱ ϮϳϯϬ ϭϲϬϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϵϳϰϰϱ ϮϳϯϬ ϭϱϳϱ ϮϴϳϬ ͲϭϮϬϲϮϬ ϵϴϳϮϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϲϵϲϬ ϭϭϴϬϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϴϮϴϱ ϭϭϴϬϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ Ͳϵϳϭϱ ϭϭϴϬϬ
ϭϲ ϭϲϭ͘ϭϯ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϳϵϯϱ ϭϬϳϰϱ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϴϵϱϱ ϭϬϳϰϱ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϭϬϮϭϱ ϭϭϳϯϱ
ϮϬ ϭϯϮ͘ϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϭϮϯϱ ϭϮϰϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϮϬϯϬ ϭϮϰϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϮϴϴϱ ϭϮϴϰϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϲϰϱϱ ϭϱϳϳϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϲϰϱϱ ϭϱϳϳϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϭϲϱϴϬ ϭϱϳϳϱ
Ϯϴ ϭϬϭ͘ϱϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϮϰϴϴϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϮϵϴϵϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϯϱϯϬϱ
ϯϮ ϵϮ͘ϱϲ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϮϴϵϬϱ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϯϰϴϳϱ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϰϭϯϮϬ
ϯϲ ϴϲ͘Ϭϲ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϯϲϬϳϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϰϯϰϭϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϱϭϯϱϬ
ϰϬ ϴϭ͘Ϯϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϰϮϬϲϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϱϬϳϱϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϲϬϭϰϱ
ϰϰ ϳϳ͘ϲϴ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϰϵϲϭϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϱϴϳϲϱ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϲϵϳϲϱ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϱϵϳϯϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϳϭϱϱϱ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϴϰϵϳϱ
ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϴϴϭϬϱ ϳϱϯϰϬ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϴϴϭϬϱ ϵϬϱϲϬ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϴϴϭϬϱ ϭϬϳϰϯϱ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϱϬϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϵϬϴϴϱ ϮϲϳϬ ϭϰϰϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϭϬϵϮϰϱ ϮϲϳϬ ϭϯϳϬ ϮϴϴϬ ͲϭϬϯϲϭϱ ϭϮϵϰϳϬ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϱϰϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϭϬϵϬϳϬ ϮϳϯϬ ϭϰϴϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϭϯϭϬϴϱ ϮϳϯϬ ϭϰϭϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϭϱϱϮϭϬ
Table E-27 - 140 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϯ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϭϭϮϰϱ ϭϯϬϬϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϭϮϴϵϬ ϭϰϲϲϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ Ͳϭϰϲϯϱ ϭϲϰϱϱ
ϭϲ ϭϲϭ͘ϭϯ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϭϭϲϮϬ ϭϯϱϲϬ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϭϯϭϯϱ ϭϱϱϮϬ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ Ͳϭϰϳϰϱ ϭϳϲϬϬ
ϮϬ ϭϯϮ͘ϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϯϴϬϱ ϭϰϵϳϱ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϰϳϵϬ ϭϳϮϲϱ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϭϲϬϳϬ ϭϵϳϬϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϭϳϰϴϬ ϭϲϰϯϬ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϭϴϰϰϬ ϭϵϬϳϬ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ Ͳϭϵϰϲϱ ϮϭϴϴϬ
Ϯϴ ϭϬϭ͘ϱϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϭϵϬ ϰϭϭϭϱ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϯϳϱϬ ϰϳϯϯϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϮϳϭϬϬ ϱϯϵϰϱ
ϯϮ ϵϮ͘ϱϲ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϰϴϮϰϬ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϬϵϳϬ ϱϱϲϰϬ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϭϴϳϬ ϲϯϱϮϬ
ϯϲ ϴϲ͘Ϭϲ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϱϵϴϲϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϯϵϴϳϱ ϲϴϵϳϬ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϰϭϴϵϱ ϳϴϲϲϱ
ϰϬ ϴϭ͘Ϯϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϳϬϮϮϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϴϭϬϬϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ Ͳϰϵϵϳϱ ϵϮϰϴϬ
ϰϰ ϳϳ͘ϲϴ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϴϭϱϳϱ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϵϰϮϬϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϲϭϯϰϬ ϭϬϳϲϰϱ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϵϵϯϵϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϭϭϰϴϬϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϰϬϯϬ ϭϯϭϮϬϬ
Page 678 ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϴϴϭϬϱ ϭϮϱϱϳϱ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϴϴϭϬϱ ϭϰϰϵϲϱ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϵϯϯϬϬ ϭϲϱϲϬϱ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϬϯϲϭϱ ϭϱϭϯϮϱ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϬϯϲϭϱ ϭϳϰϲϵϬ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϭϯϭϯϬ ϭϵϵϱϲϬ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϯϯϱ ϮϴϳϬ ͲϭϮϬϲϮϬ ϭϴϭϯϵϬ ϮϳϯϬ ϭϮϲϬ ϮϴϳϬ ͲϭϮϬϲϮϬ ϮϬϵϯϳϬ ϮϳϯϬ ϭϮϲϬ ϮϴϳϬ Ͳϭϯϲϯϳϱ ϮϯϵϭϲϬ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϮ ϮϭϬ͘ϭϳ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϭϲϱϬϱ ϭϴϯϲϬ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϭϴϰϵϬ ϮϬϯϳϱ ϮϮϲϱ ϲϰϴϱ ϲϴϱϬ ͲϮϬϱϴϱ ϮϮϰϵϱ
ϭϲ ϭϲϭ͘ϭϯ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϭϲϰϱϬ ϭϵϴϭϬ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϭϴϮϱϱ ϮϮϭϰϬ ϮϮϴϬ ϰϴϵϬ ϱϯϳϬ ͲϮϬϭϲϬ ϮϰϲϬϬ
ϮϬ ϭϯϮ͘ϱϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ Ͳϭϳϳϱϱ ϮϮϮϴϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ Ͳϭϵϱϯϱ ϮϱϬϭϬ ϮϯϬϬ ϯϵϮϬ ϰϱϭϱ ͲϮϭϰϭϬ ϮϳϴϵϬ
Ϯϰ ϭϭϰ͘Ϭϴ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϮϬϱϱϬ Ϯϰϴϱϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϮϭϲϵϱ ϮϴϬϬϱ ϮϯϯϬ ϯϮϳϱ ϯϵϴϬ ͲϮϮϵϳϱ ϯϭϯϮϱ
Ϯϴ ϭϬϭ͘ϱϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϯϬϲϲϬ ϲϬϵϲϬ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϯϰϰϮϬ ϲϴϯϳϱ ϮϯϲϬ ϮϴϭϬ ϯϲϮϱ ͲϯϴϯϴϬ ϳϲϭϵϬ
ϯϮ ϵϮ͘ϱϲ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϯϲϬϳϬ ϳϭϴϳϱ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ ͲϰϬϱϭϬ ϴϬϳϬϱ ϮϯϵϬ Ϯϰϱϱ ϯϯϴϬ Ͳϰϱϭϵϱ ϵϬϬϭϱ
ϯϲ ϴϲ͘Ϭϲ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϰϳϯϵϱ ϴϴϵϰϱ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ ͲϱϯϮϭϬ ϵϵϴϭϬ ϮϰϯϬ ϮϭϴϬ ϯϮϭϬ Ͳϱϵϯϯϱ ϭϭϭϮϳϬ
ϰϬ ϴϭ͘Ϯϱ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ ͲϱϱϳϯϬ ϭϬϰϲϱϬ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ ͲϲϮϱϵϬ ϭϭϳϱϭϬ ϮϰϳϬ ϭϵϲϬ ϯϬϵϬ ͲϲϵϴϮϬ ϭϯϭϬϳϬ
ϰϰ ϳϳ͘ϲϴ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ Ͳϲϰϵϯϱ ϭϮϭϵϬϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϳϮϵϱϱ ϭϯϲϵϳϬ Ϯϱϭϱ ϭϳϳϱ ϯϬϬϱ ͲϴϭϰϭϬ ϭϱϮϴϱϱ
ϰϴ ϳϱ͘Ϭϰ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϳϵϭϲϬ ϭϰϴϲϬϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϴϴϵϮϱ ϭϲϲϵϵϬ Ϯϱϲϱ ϭϲϮϬ Ϯϵϰϱ ͲϵϵϮϮϱ ϭϴϲϯϳϱ
ϱϮ ϳϯ͘ϭϮ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϭϬϱϭϲϱ ϭϴϳϰϵϱ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ Ͳϭϭϳϴϱϱ ϮϭϬϲϰϬ Ϯϲϭϱ ϭϰϴϱ ϮϵϬϱ ͲϭϯϭϰϮϬ ϮϯϱϬϯϱ
ϱϲ ϳϭ͘ϳϱ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϮϳϰϵϱ ϮϮϱϵϯϱ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϰϮϲϴϬ ϮϱϯϴϮϬ ϮϲϳϬ ϭϯϲϱ ϮϴϴϬ ͲϭϱϴϲϵϬ ϮϴϯϮϭϬ
ϲϬ ϳϬ͘ϴϯ ϮϳϯϬ ϭϮϲϬ ϮϴϳϬ Ͳϭϱϯϲϲϱ ϮϳϬϳϱϱ ϮϳϯϬ ϭϮϲϬ ϮϴϳϬ ͲϭϳϭϵϰϬ ϯϬϰϭϱϱ ϮϳϯϬ ϭϯϴϬ ϮϴϳϬ ͲϭϵϭϮϭϬ ϯϯϵϯϱϱ
Table E-28 - 150 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϰ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϬϱŵƉŚ ϭϭϬŵƉŚ ϭϭϱŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϲϭϱϬ ϭϭϳϬϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ Ͳϲϳϳϱ ϭϭϳϬϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϳϰϯϬ ϭϭϳϬϬ
ϭϴ ϭϲϱ͘Ϯϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϴϴϰϬ ϭϭϴϵϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϵϮϮϱ ϭϭϴϵϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϵϲϱϬ ϭϭϴϵϱ
ϮϮ ϭϯϴ͘ϴϰ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϯϮϰϬ ϭϰϮϳϱ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϯϮϰϬ ϭϰϮϳϱ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϯϮϰϬ ϭϰϮϳϱ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ
ϯϬ ϭϬϴ͘ϳϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ Ϯϯϭϭϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϮϯϲϳϬ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϮϲϯϬϬ
ϯϰ ϵϵ͘ϳϮ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϮϵϮϭϱ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϮϵϮϭϱ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϯϬϭϵϬ
ϯϴ ϵϯ͘Ϭϭ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϯϲϯϴϬ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϯϲϯϴϬ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϯϳϯϯϬ
ϰϮ ϴϳ͘ϵϲ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϰϰϲϮϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϰϰϲϮϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϰϰϲϮϱ
ϰϲ ϴϰ͘ϭϰ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϱϯϵϳϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϱϯϵϳϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϱϯϵϳϱ
ϱϬ ϴϭ͘Ϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϲϰϰϲϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϲϰϰϲϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϲϰϰϲϬ
Page 679 ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϳϲϭϮϱ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϳϲϭϮϱ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϳϲϭϮϱ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϲϳϱ ϯϭϬϬ ͲϭϭϬϰϱϬ ϴϵϬϬϱ Ϯϴϯϱ ϭϲϰϱ ϯϭϬϬ ͲϭϭϬϰϱϬ ϴϵϬϬϱ Ϯϴϯϱ ϭϲϭϱ ϯϭϬϬ ͲϭϭϬϰϱϬ ϴϵϬϬϱ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϲϵϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϵϱϵϭϱ ϮϴϲϬ ϭϲϲϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϵϱϵϭϱ ϮϴϲϬ ϭϲϯϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϵϲϬϱϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϮϬŵƉŚ ϭϯϬŵƉŚ ϭϰϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϴϭϭϬ ϭϭϳϬϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϵϱϲϬ ϭϭϳϬϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϭϭϭϮϱ ϭϯϬϬϬ
ϭϴ ϭϲϱ͘Ϯϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϭϬϬϴϱ ϭϭϴϵϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϭϭϬϮϬ ϭϭϴϵϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϭϮϮϯϱ ϭϯϵϲϬ
ϮϮ ϭϯϴ͘ϴϰ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϯϲϮϬ ϭϰϮϳϱ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ Ͳϭϰϱϯϱ ϭϰϮϳϱ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϱϱϮϱ ϭϱϭϳϱ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϭϵϱϬϱ ϭϴϭϬϱ
ϯϬ ϭϬϴ͘ϳϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϮϵϬϰϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϯϰϴϴϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϰϭϭϵϱ
ϯϰ ϵϵ͘ϳϮ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϯϯϰϮϬ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϰϬϯϬϬ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϰϳϳϮϱ
ϯϴ ϵϯ͘Ϭϭ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϰϭϮϲϱ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϰϵϲϯϬ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϱϴϲϲϬ
ϰϮ ϴϳ͘ϵϲ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϰϳϲϰϬ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϱϳϰϯϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϲϴϬϭϬ
ϰϲ ϴϰ͘ϭϰ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϱϯϵϳϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϲϱϬϯϬ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϳϳϭϲϱ
ϱϬ ϴϭ͘Ϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϲϰϳϱϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϳϴϯϬϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϵϮϵϱϬ
ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϴϭϰϳϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϵϳϵϳϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϭϭϲϭϵϱ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϱϴϱ ϯϭϬϬ ͲϭϭϬϰϱϬ ϵϳϮϴϬ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϭϬϰϱϬ ϭϭϲϴϵϬ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϭϬϰϱϬ ϭϯϴϲϭϬ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϲϬϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϭϬϲϭϬϱ ϮϴϲϬ ϭϱϯϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϭϮϳϰϵϱ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϭϱϭϭϭϬ
Table E-28 - 150 ft Span, Variable Wind Load.
EŽƚĞƐ͗ tŝŶĚ>ŽĂĚ ϭϰ
ϮϬƉƐĨĞĂĚ>ŽĂĚ
ůůǀĂůƵĞƐŶŽƌŵĂůŝnjĞĚƚŽ сϭ͘Ϭ͘ <njƚ сϭ͘Ϭ
ϮϬƉƐĨŽŶƐƚƌƵĐƚŝŽŶ>ŽĂĚ hƐĞ^ ĚĞƐŝŐŶƉƌŽĐĞĚƵƌĞŽŶůLJ͘ <Ě сϬ͘ϴϱ
EŽ'ƌŽƵŶĚ^ŶŽǁ>ŽĂĚ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϱϬŵƉŚ ϭϲϬŵƉŚ ϭϳϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϭϮϴϬϱ ϭϰϴϲϱ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϭϰϲϬϬ ϭϲϴϴϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ Ͳϭϲϱϭϱ ϭϵϬϱϱ
ϭϴ ϭϲϱ͘Ϯϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϭϯϴϱϬ ϭϲϭϴϬ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ Ͳϭϱϱϴϱ ϭϴϱϱϬ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ Ͳϭϳϰϯϱ ϮϭϬϳϱ
ϮϮ ϭϯϴ͘ϴϰ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ Ͳϭϲϱϴϱ ϭϳϳϯϬ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϳϳϮϬ ϮϬϰϲϬ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϭϴϵϯϬ Ϯϯϯϲϱ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϬϱϰϱ ϭϵϯϯϬ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϭϲϲϬ ϮϮϰϰϬ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϮϴϰϬ ϮϱϳϱϬ
ϯϬ ϭϬϴ͘ϳϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϲϳϮϬ ϰϳϵϳϬ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϮϳϲϲϱ ϱϱϮϭϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϯϭϱϲϬ ϲϮϵϮϱ
ϯϰ ϵϵ͘ϳϮ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϱϱϳϬϬ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϰϵϵϬ ϲϰϮϮϱ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϯϲϳϯϬ ϳϯϯϬϬ
ϯϴ ϵϯ͘Ϭϭ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϲϴϯϲϱ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϰϯϵϱ ϳϴϳϯϱ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ Ͳϰϳϳϴϱ ϴϵϳϴϬ
ϰϮ ϴϳ͘ϵϲ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϳϵϯϳϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϰϵϴϱ ϵϭϱϭϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ Ͳϱϱϱϳϱ ϭϬϰϰϰϱ
ϰϲ ϴϰ͘ϭϰ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϵϬϭϵϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϭϬϰϭϮϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ Ͳϲϲϴϯϱ ϭϭϴϵϱϱ
ϱϬ ϴϭ͘Ϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϭϬϴϲϴϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϭϮϱϰϵϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϳϵϵϵϬ ϭϰϯϯϴϱ
Page 680 ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϭϯϱϳϳϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ Ͳϵϰϱϭϱ ϭϱϲϳϬϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϬϬϰϵϬ ϭϳϴϵϳϱ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϭϬϰϱϬ ϭϲϭϵϲϱ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϭϬϰϱϬ ϭϴϲϵϯϬ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϮϬϱϵϱ ϮϭϯϱϬϱ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϭϳϲϱϳϬ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ ͲϭϭϴϵϳϬ ϮϬϯϳϴϱ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ Ͳϭϯϭϴϰϱ ϮϯϮϳϱϱ
ĂƐŝĐtŝŶĚ^ƉĞĞĚs
ZŝƐĞd ZĂĚŝƵƐZ ϭϴϬŵƉŚ ϭϵϬŵƉŚ ϮϬϬŵƉŚ
;ĨƚͿ ;ĨƚͿ ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн ZLJ Zdž &Ă DͲ Dн
ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď ůďƐ ůďƐ ůďƐ ŝŶͲůď ŝŶͲůď
ϭϰ ϮϬϳ͘ϴϵ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ Ͳϭϴϱϰϱ ϮϭϯϲϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϮϬϳϮϬ ϮϯϴϬϬ ϮϰϯϬ ϲϰϬϬ ϲϴϮϬ ͲϮϯϬϭϬ ϮϲϯϳϬ
ϭϴ ϭϲϱ͘Ϯϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϭϵϯϵϬ Ϯϯϳϱϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϮϭϰϲϱ Ϯϲϱϴϱ ϮϰϱϬ ϰϵϵϱ ϱϱϯϱ ͲϮϯϲϱϬ ϮϵϱϳϬ
ϮϮ ϭϯϴ͘ϴϰ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϮϬϴϮϬ Ϯϲϰϰϱ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϮϮϴϳϱ ϮϵϳϬϬ ϮϰϳϬ ϰϬϵϱ ϰϳϱϬ ͲϮϱϬϰϬ ϯϯϭϯϱ
Ϯϲ ϭϮϭ͘ϭϳ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϰϬϵϱ ϮϵϮϲϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϱϰϮϬ ϯϮϵϳϱ Ϯϰϵϱ ϯϰϳϬ ϰϮϯϱ ͲϮϲϵϭϬ ϯϲϴϵϬ
ϯϬ ϭϬϴ͘ϳϱ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϯϱϲϵϬ ϳϭϭϬϬ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϰϬϬϲϬ ϳϵϳϱϬ ϮϱϮϱ ϯϬϭϬ ϯϴϴϱ ͲϰϰϲϲϬ ϴϴϴϲϬ
ϯϰ ϵϵ͘ϳϮ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϰϭϱϲϬ ϴϮϵϮϱ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ Ͳϰϲϲϲϱ ϵϯϭϬϱ ϮϱϲϬ Ϯϲϱϱ ϯϲϰϬ ͲϱϮϬϱϬ ϭϬϯϴϯϬ
ϯϴ ϵϯ͘Ϭϭ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ ͲϱϰϬϰϬ ϭϬϭϰϵϬ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ ͲϲϬϲϱϱ ϭϭϯϴϲϱ ϮϲϬϬ Ϯϯϳϱ ϯϰϲϬ ͲϲϳϲϮϱ ϭϮϲϵϭϱ
ϰϮ ϴϳ͘ϵϲ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ ͲϲϮϴϴϱ ϭϭϴϭϱϱ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ ͲϳϬϲϬϱ ϭϯϮϲϱϬ ϮϲϰϬ Ϯϭϰϱ ϯϯϯϱ ͲϳϴϳϱϬ ϭϰϳϵϯϬ
ϰϲ ϴϰ͘ϭϰ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϳϭϳϭϬ ϭϯϰϲϴϬ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϴϬϱϱϱ ϭϱϭϯϬϱ Ϯϲϴϱ ϭϵϱϬ ϯϮϰϬ ͲϴϵϴϴϬ ϭϲϴϴϯϬ
ϱϬ ϴϭ͘Ϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϴϲϰϰϬ ϭϲϮϯϳϬ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϵϳϭϬϬ ϭϴϮϰϯϱ ϮϳϯϬ ϭϳϵϬ ϯϭϳϱ ͲϭϬϴϯϯϱ ϮϬϯϱϴϱ
ϱϰ ϳϵ͘Ϭϴ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϭϯϯϳϬ ϮϬϮϲϬϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϮϳϮϱϬ ϮϮϳϱϴϬ ϮϳϴϬ ϭϲϰϱ ϯϭϯϬ ͲϭϰϭϴϴϬ ϮϱϯϵϬϱ
ϱϴ ϳϳ͘ϰϵ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϯϱϵϭϬ Ϯϰϭϲϵϱ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ ͲϭϱϮϬϵϱ ϮϳϭϰϵϬ Ϯϴϯϱ ϭϱϮϬ ϯϭϬϬ Ͳϭϲϵϯϴϱ ϯϬϮϵϬϬ
ϲϬ ϳϲ͘ϴϴ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ Ͳϭϰϴϱϳϱ Ϯϲϯϰϳϱ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ ͲϭϲϲϮϲϬ ϮϵϱϵϲϬ ϮϴϲϬ ϭϰϲϱ ϯϬϵϬ ͲϭϴϰϵϬϬ ϯϯϬϭϵϱ
Appendix F: Connection Tables
Appendix F displays tables showing design connection strength values of bolts for
varying connection skew angles. Linear interpolation is allowed to find values for skews
between those shown.
Page 681
Table F-1 - 19° Skew Angle
Lamella Shear Connection Strength [Z] (lbs/bolt)
tŽŽĚ ŽůƚŝĂŵĞƚĞƌ
^ƉĞĐŝĨŝĐ
ϭͬϰΗ ϱͬϭϲΗ ϯͬϴΗ ϭͬϮΗ ϱͬϴΗ ϯͬϰΗ ϳͬϴΗ ϭΗ
'ƌĂǀŝƚLJ'
0.31 ϭϯϱ ϭϲϱ ϮϭϬ ϯϬϬ ϯϯϱ ϯϲϱ ϯϵϱ ϰϮϱ
Ϭ͘ϯϱ ϭϱϬ ϭϴϬ ϮϯϬ ϯϱϱ ϰϬϬ ϰϯϱ ϰϳϬ ϱϬϱ
Ϭ͘ϯϲ ϭϱϱ ϭϴϱ Ϯϯϱ ϯϳϬ ϰϭϱ ϰϱϱ ϰϵϬ ϱϮϱ
Ϭ͘ϯϳ ϭϱϱ ϭϵϬ ϮϰϬ ϯϴϱ ϰϯϬ ϰϳϱ ϱϭϬ ϱϰϱ
Ϭ͘ϯϴ ϭϲϬ ϭϵϬ Ϯϰϱ ϰϬϬ ϰϱϬ ϰϵϬ ϱϯϬ ϱϳϬ
Ϭ͘ϯϵ ϭϲϱ ϭϵϱ ϮϱϬ ϰϭϬ ϰϲϱ ϱϭϬ ϱϱϬ ϱϵϬ
Ϭ͘ϰϬ ϭϲϱ ϮϬϬ Ϯϱϱ ϰϮϬ ϰϴϱ ϱϯϬ ϱϳϱ ϲϭϱ
Ϭ͘ϰϭ ϭϳϬ ϮϬϬ Ϯϱϱ ϰϯϬ ϱϬϬ ϱϱϬ ϱϵϱ ϲϯϱ
Ϭ͘ϰϮ ϭϳϬ ϮϬϱ ϮϲϬ ϰϯϱ ϱϮϬ ϱϳϬ ϲϭϱ ϲϲϬ
Ϭ͘ϰϯ ϭϳϱ ϮϭϬ Ϯϲϱ ϰϰϱ ϱϯϱ ϱϵϬ ϲϯϱ ϲϴϬ
Ϭ͘ϰϰ ϭϴϬ Ϯϭϱ ϮϳϬ ϰϱϬ ϱϱϱ ϲϭϬ ϲϲϬ ϳϬϱ
Ϭ͘ϰϱ ϭϴϬ Ϯϭϱ Ϯϳϱ ϰϲϬ ϱϳϱ ϲϯϬ ϲϴϬ ϳϮϱ
Ϭ͘ϰϲ ϭϴϱ ϮϮϬ ϮϴϬ ϰϲϱ ϱϵϱ ϲϱϬ ϳϬϬ ϳϱϬ
Ϭ͘ϰϳ ϭϴϱ ϮϮϱ Ϯϴϱ ϰϳϬ ϲϭϬ ϲϳϬ ϳϮϱ ϳϳϱ
Ϭ͘ϰϴ ϭϵϬ ϮϮϱ ϮϵϬ ϰϴϬ ϲϯϬ ϲϵϬ ϳϰϱ ϴϬϬ
Ϭ͘ϰϵ ϭϵϬ ϮϯϬ Ϯϵϱ ϰϴϱ ϲϱϬ ϳϭϬ ϳϳϬ ϴϮϱ
Ϭ͘ϱϬ ϭϵϱ Ϯϯϱ ϯϬϬ ϰϵϱ ϲϳϬ ϳϯϱ ϳϵϱ ϴϱϬ
Ϭ͘ϱϭ ϮϬϬ ϮϰϬ ϯϬϬ ϱϬϬ ϲϵϬ ϳϱϱ ϴϭϱ ϴϳϬ
Ϭ͘ϱϮ ϮϬϬ ϮϰϬ ϯϬϱ ϱϭϬ ϳϭϬ ϳϳϱ ϴϰϬ ϴϵϱ
Ϭ͘ϱϯ ϮϬϱ Ϯϰϱ ϯϭϬ ϱϭϱ ϳϯϬ ϴϬϬ ϴϲϱ ϵϮϬ
Ϭ͘ϱϰ ϮϬϱ ϮϱϬ ϯϭϱ ϱϮϱ ϳϱϬ ϴϮϬ ϴϴϱ ϵϱϬ
Ϭ͘ϱϱ ϮϭϬ ϮϱϬ ϯϮϬ ϱϯϬ ϳϳϬ ϴϰϱ ϵϭϬ ϵϳϱ
Ϭ͘ϱϲ ϮϭϬ Ϯϱϱ ϯϮϱ ϱϯϱ ϳϵϬ ϴϲϱ ϵϯϱ ϭϬϬϬ
Ϭ͘ϱϳ Ϯϭϱ ϮϲϬ ϯϯϬ ϱϰϱ ϴϬϱ ϴϵϬ ϵϲϬ ϭϬϮϱ
Ϭ͘ϱϴ ϮϮϬ ϮϲϬ ϯϯϬ ϱϱϬ ϴϭϱ ϵϭϬ ϵϴϱ ϭϬϱϬ
Ϭ͘ϲϳ ϮϰϬ ϮϵϬ ϯϳϬ ϲϭϬ ϵϬϱ ϭϭϮϱ ϭϮϭϱ ϭϮϵϱ
Ϭ͘ϲϴ Ϯϰϱ Ϯϵϱ ϯϳϱ ϲϮϬ ϵϭϱ ϭϭϰϱ ϭϮϰϬ ϭϯϮϱ
Ϭ͘ϳϭ ϮϱϬ ϯϬϱ ϯϴϱ ϲϰϬ ϵϰϱ ϭϮϮϬ ϭϯϮϬ ϭϰϭϬ
Ϭ͘ϳϯ ϮϲϬ ϯϭϬ ϯϵϬ ϲϱϬ ϵϲϱ ϭϮϳϬ ϭϯϳϱ ϭϰϳϬ
Page 682
Table F-2 - 20° Skew Angle
Lamella Shear Connection Strength [Z] (lbs/bolt)
tŽŽĚ ŽůƚŝĂŵĞƚĞƌ
^ƉĞĐŝĨŝĐ
ϭͬϰΗ ϱͬϭϲΗ ϯͬϴΗ ϭͬϮΗ ϱͬϴΗ ϯͬϰΗ ϳͬϴΗ ϭΗ
'ƌĂǀŝƚLJ'
0.31 ϭϯϱ ϭϲϱ ϮϭϬ ϯϬϱ ϯϰϱ ϯϳϱ ϰϬϱ ϰϯϱ
Ϭ͘ϯϱ ϭϱϬ ϭϴϬ ϮϯϬ ϯϲϱ ϰϭϬ ϰϱϬ ϰϴϱ ϱϮϬ
Ϭ͘ϯϲ ϭϱϱ ϭϴϱ Ϯϯϱ ϯϴϬ ϰϮϱ ϰϳϬ ϱϬϱ ϱϰϬ
Ϭ͘ϯϳ ϭϱϱ ϭϵϬ ϮϰϬ ϯϵϱ ϰϰϱ ϰϴϱ ϱϮϱ ϱϲϱ
Ϭ͘ϯϴ ϭϲϬ ϭϵϬ Ϯϰϱ ϰϬϱ ϰϲϬ ϱϬϱ ϱϰϱ ϱϴϱ
Ϭ͘ϯϵ ϭϲϱ ϭϵϱ ϮϱϬ ϰϭϬ ϰϴϬ ϱϮϱ ϱϳϬ ϲϬϱ
Ϭ͘ϰϬ ϭϲϱ ϮϬϬ Ϯϱϱ ϰϮϬ ϱϬϬ ϱϰϱ ϱϵϬ ϲϯϬ
Ϭ͘ϰϭ ϭϳϬ ϮϬϬ Ϯϱϱ ϰϯϬ ϱϭϱ ϱϲϱ ϲϭϬ ϲϱϱ
Ϭ͘ϰϮ ϭϳϬ ϮϬϱ ϮϲϬ ϰϯϱ ϱϯϱ ϱϴϱ ϲϯϱ ϲϳϱ
Ϭ͘ϰϯ ϭϳϱ ϮϭϬ Ϯϲϱ ϰϰϱ ϱϱϱ ϲϬϱ ϲϱϱ ϳϬϬ
Ϭ͘ϰϰ ϭϴϬ Ϯϭϱ ϮϳϬ ϰϱϬ ϱϳϬ ϲϮϱ ϲϳϱ ϳϮϱ
Ϭ͘ϰϱ ϭϴϬ Ϯϭϱ Ϯϳϱ ϰϲϬ ϱϵϬ ϲϰϱ ϳϬϬ ϳϱϬ
Ϭ͘ϰϲ ϭϴϱ ϮϮϬ ϮϴϬ ϰϲϱ ϲϭϬ ϲϳϬ ϳϮϬ ϳϳϬ
Ϭ͘ϰϳ ϭϴϱ ϮϮϱ Ϯϴϱ ϰϳϬ ϲϯϬ ϲϵϬ ϳϰϱ ϳϵϱ
Ϭ͘ϰϴ ϭϵϬ ϮϮϱ ϮϵϬ ϰϴϬ ϲϱϬ ϳϭϬ ϳϳϬ ϴϮϬ
Ϭ͘ϰϵ ϭϵϬ ϮϯϬ Ϯϵϱ ϰϴϱ ϲϳϬ ϳϯϱ ϳϵϬ ϴϰϱ
Ϭ͘ϱϬ ϭϵϱ Ϯϯϱ ϯϬϬ ϰϵϱ ϲϵϬ ϳϱϱ ϴϭϱ ϴϳϬ
Ϭ͘ϱϭ ϮϬϬ ϮϰϬ ϯϬϬ ϱϬϬ ϳϭϬ ϳϳϱ ϴϰϬ ϴϵϱ
Ϭ͘ϱϮ ϮϬϬ ϮϰϬ ϯϬϱ ϱϭϬ ϳϯϬ ϴϬϬ ϴϲϱ ϵϮϱ
Ϭ͘ϱϯ ϮϬϱ Ϯϰϱ ϯϭϬ ϱϭϱ ϳϱϬ ϴϮϬ ϴϵϬ ϵϱϬ
Ϭ͘ϱϰ ϮϬϱ ϮϱϬ ϯϭϱ ϱϮϱ ϳϳϬ ϴϰϱ ϵϭϬ ϵϳϱ
Ϭ͘ϱϱ ϮϭϬ ϮϱϬ ϯϮϬ ϱϯϬ ϳϴϱ ϴϲϱ ϵϯϱ ϭϬϬϬ
Ϭ͘ϱϲ ϮϭϬ Ϯϱϱ ϯϮϱ ϱϯϱ ϳϵϱ ϴϵϬ ϵϲϬ ϭϬϯϬ
Ϭ͘ϱϳ Ϯϭϱ ϮϲϬ ϯϯϬ ϱϰϱ ϴϬϱ ϵϭϱ ϵϴϱ ϭϬϱϱ
Ϭ͘ϱϴ ϮϮϬ ϮϲϬ ϯϯϬ ϱϱϬ ϴϭϱ ϵϯϱ ϭϬϭϬ ϭϬϴϬ
Ϭ͘ϲϳ ϮϰϬ ϮϵϬ ϯϳϬ ϲϭϬ ϵϬϱ ϭϭϱϱ ϭϮϱϬ ϭϯϯϱ
Ϭ͘ϲϴ Ϯϰϱ Ϯϵϱ ϯϳϱ ϲϮϬ ϵϭϱ ϭϭϴϬ ϭϮϳϱ ϭϯϲϱ
Ϭ͘ϳϭ ϮϱϬ ϯϬϱ ϯϴϱ ϲϰϬ ϵϰϱ ϭϮϱϱ ϭϯϱϱ ϭϰϱϬ
Ϭ͘ϳϯ ϮϲϬ ϯϭϬ ϯϵϬ ϲϱϬ ϵϲϱ ϭϯϭϬ ϭϰϭϱ ϭϱϭϬ
Page 683
Table F-3 - 21° Skew Angle
Lamella Shear Connection Strength [Z] (lbs/bolt)
tŽŽĚ ŽůƚŝĂŵĞƚĞƌ
^ƉĞĐŝĨŝĐ
ϭͬϰΗ ϱͬϭϲΗ ϯͬϴΗ ϭͬϮΗ ϱͬϴΗ ϯͬϰΗ ϳͬϴΗ ϭΗ
'ƌĂǀŝƚLJ'
0.31 ϭϯϱ ϭϲϱ ϮϭϬ ϯϭϱ ϯϱϱ ϯϵϬ ϰϮϬ ϰϱϬ
Ϭ͘ϯϱ ϭϱϬ ϭϴϬ ϮϯϬ ϯϳϱ ϰϮϬ ϰϲϱ ϱϬϬ ϱϯϱ
Ϭ͘ϯϲ ϭϱϱ ϭϴϱ Ϯϯϱ ϯϵϬ ϰϰϬ ϰϴϬ ϱϮϬ ϱϱϱ
Ϭ͘ϯϳ ϭϱϱ ϭϵϬ ϮϰϬ ϯϵϱ ϰϲϬ ϱϬϬ ϱϰϬ ϱϴϬ
Ϭ͘ϯϴ ϭϲϬ ϭϵϬ Ϯϰϱ ϰϬϱ ϰϳϱ ϱϮϬ ϱϲϱ ϲϬϱ
Ϭ͘ϯϵ ϭϲϱ ϭϵϱ ϮϱϬ ϰϭϬ ϰϵϱ ϱϰϬ ϱϴϱ ϲϮϱ
Ϭ͘ϰϬ ϭϲϱ ϮϬϬ Ϯϱϱ ϰϮϬ ϱϭϱ ϱϲϬ ϲϭϬ ϲϱϬ
Ϭ͘ϰϭ ϭϳϬ ϮϬϬ Ϯϱϱ ϰϯϬ ϱϯϬ ϱϴϱ ϲϯϬ ϲϳϱ
Ϭ͘ϰϮ ϭϳϬ ϮϬϱ ϮϲϬ ϰϯϱ ϱϱϬ ϲϬϱ ϲϱϬ ϲϵϱ
Ϭ͘ϰϯ ϭϳϱ ϮϭϬ Ϯϲϱ ϰϰϱ ϱϳϬ ϲϮϱ ϲϳϱ ϳϮϬ
Ϭ͘ϰϰ ϭϴϬ Ϯϭϱ ϮϳϬ ϰϱϬ ϱϵϬ ϲϰϱ ϳϬϬ ϳϰϱ
Ϭ͘ϰϱ ϭϴϬ Ϯϭϱ Ϯϳϱ ϰϲϬ ϲϭϬ ϲϲϱ ϳϮϬ ϳϳϬ
Ϭ͘ϰϲ ϭϴϱ ϮϮϬ ϮϴϬ ϰϲϱ ϲϯϬ ϲϵϬ ϳϰϱ ϳϵϱ
Ϭ͘ϰϳ ϭϴϱ ϮϮϱ Ϯϴϱ ϰϳϬ ϲϱϬ ϳϭϬ ϳϳϬ ϴϮϬ
Ϭ͘ϰϴ ϭϵϬ ϮϮϱ ϮϵϬ ϰϴϬ ϲϳϬ ϳϯϱ ϳϵϬ ϴϰϱ
Ϭ͘ϰϵ ϭϵϬ ϮϯϬ Ϯϵϱ ϰϴϱ ϲϵϬ ϳϱϱ ϴϭϱ ϴϳϱ
Ϭ͘ϱϬ ϭϵϱ Ϯϯϱ ϯϬϬ ϰϵϱ ϳϭϬ ϳϴϬ ϴϰϬ ϵϬϬ
Ϭ͘ϱϭ ϮϬϬ ϮϰϬ ϯϬϬ ϱϬϬ ϳϯϬ ϴϬϬ ϴϲϱ ϵϮϱ
Ϭ͘ϱϮ ϮϬϬ ϮϰϬ ϯϬϱ ϱϭϬ ϳϱϬ ϴϮϱ ϴϵϬ ϵϱϬ
Ϭ͘ϱϯ ϮϬϱ Ϯϰϱ ϯϭϬ ϱϭϱ ϳϲϱ ϴϰϱ ϵϭϱ ϵϴϬ
Ϭ͘ϱϰ ϮϬϱ ϮϱϬ ϯϭϱ ϱϮϱ ϳϳϱ ϴϳϬ ϵϰϬ ϭϬϬϱ
Ϭ͘ϱϱ ϮϭϬ ϮϱϬ ϯϮϬ ϱϯϬ ϳϴϱ ϴϵϱ ϵϲϱ ϭϬϯϬ
Ϭ͘ϱϲ ϮϭϬ Ϯϱϱ ϯϮϱ ϱϯϱ ϳϵϱ ϵϭϱ ϵϵϬ ϭϬϲϬ
Ϭ͘ϱϳ Ϯϭϱ ϮϲϬ ϯϯϬ ϱϰϱ ϴϬϱ ϵϰϬ ϭϬϭϱ ϭϬϴϱ
Ϭ͘ϱϴ ϮϮϬ ϮϲϬ ϯϯϬ ϱϱϬ ϴϭϱ ϵϲϱ ϭϬϰϱ ϭϭϭϱ
Ϭ͘ϲϳ ϮϰϬ ϮϵϬ ϯϳϬ ϲϭϬ ϵϬϱ ϭϭϵϬ ϭϮϴϱ ϭϯϳϱ
Ϭ͘ϲϴ Ϯϰϱ Ϯϵϱ ϯϳϱ ϲϮϬ ϵϭϱ ϭϮϭϱ ϭϯϭϱ ϭϰϬϱ
Ϭ͘ϳϭ ϮϱϬ ϯϬϱ ϯϴϱ ϲϰϬ ϵϰϱ ϭϮϵϱ ϭϰϬϬ ϭϰϵϱ
Ϭ͘ϳϯ ϮϲϬ ϯϭϬ ϯϵϬ ϲϱϬ ϵϲϱ ϭϯϮϱ ϭϰϱϱ ϭϱϲϬ
Page 684
Table F-4 - 22° Skew Angle
Lamella Shear Connection Strength [Z] (lbs/bolt)
tŽŽĚ ŽůƚŝĂŵĞƚĞƌ
^ƉĞĐŝĨŝĐ
ϭͬϰΗ ϱͬϭϲΗ ϯͬϴΗ ϭͬϮΗ ϱͬϴΗ ϯͬϰΗ ϳͬϴΗ ϭΗ
'ƌĂǀŝƚLJ'
0.31 ϭϯϱ ϭϲϱ ϮϭϬ ϯϮϱ ϯϲϱ ϰϬϬ ϰϯϱ ϰϲϱ
Ϭ͘ϯϱ ϭϱϬ ϭϴϬ ϮϯϬ ϯϴϬ ϰϯϱ ϰϴϬ ϱϭϱ ϱϱϱ
Ϭ͘ϯϲ ϭϱϱ ϭϴϱ Ϯϯϱ ϯϵϬ ϰϱϱ ϱϬϬ ϱϰϬ ϱϳϱ
Ϭ͘ϯϳ ϭϱϱ ϭϵϬ ϮϰϬ ϯϵϱ ϰϳϱ ϱϮϬ ϱϲϬ ϲϬϬ
Ϭ͘ϯϴ ϭϲϬ ϭϵϬ Ϯϰϱ ϰϬϱ ϰϵϬ ϱϰϬ ϱϴϱ ϲϮϱ
Ϭ͘ϯϵ ϭϲϱ ϭϵϱ ϮϱϬ ϰϭϬ ϱϭϬ ϱϲϬ ϲϬϱ ϲϰϱ
Ϭ͘ϰϬ ϭϲϱ ϮϬϬ Ϯϱϱ ϰϮϬ ϱϯϬ ϱϴϬ ϲϯϬ ϲϳϬ
Ϭ͘ϰϭ ϭϳϬ ϮϬϬ Ϯϱϱ ϰϯϬ ϱϱϬ ϲϬϬ ϲϱϬ ϲϵϱ
Ϭ͘ϰϮ ϭϳϬ ϮϬϱ ϮϲϬ ϰϯϱ ϱϳϬ ϲϮϱ ϲϳϱ ϳϮϬ
Ϭ͘ϰϯ ϭϳϱ ϮϭϬ Ϯϲϱ ϰϰϱ ϱϵϬ ϲϰϱ ϲϵϱ ϳϰϱ
Ϭ͘ϰϰ ϭϴϬ Ϯϭϱ ϮϳϬ ϰϱϬ ϲϭϬ ϲϲϱ ϳϮϬ ϳϳϬ
Ϭ͘ϰϱ ϭϴϬ Ϯϭϱ Ϯϳϱ ϰϲϬ ϲϯϬ ϲϵϬ ϳϰϱ ϳϵϱ
Ϭ͘ϰϲ ϭϴϱ ϮϮϬ ϮϴϬ ϰϲϱ ϲϱϬ ϳϭϬ ϳϳϬ ϴϮϱ
Ϭ͘ϰϳ ϭϴϱ ϮϮϱ Ϯϴϱ ϰϳϬ ϲϳϬ ϳϯϱ ϳϵϱ ϴϱϬ
Ϭ͘ϰϴ ϭϵϬ ϮϮϱ ϮϵϬ ϰϴϬ ϲϵϬ ϳϲϬ ϴϮϬ ϴϳϱ
Ϭ͘ϰϵ ϭϵϬ ϮϯϬ Ϯϵϱ ϰϴϱ ϳϭϬ ϳϴϬ ϴϰϱ ϵϬϬ
Ϭ͘ϱϬ ϭϵϱ Ϯϯϱ ϯϬϬ ϰϵϱ ϳϯϬ ϴϬϱ ϴϳϬ ϵϯϬ
Ϭ͘ϱϭ ϮϬϬ ϮϰϬ ϯϬϬ ϱϬϬ ϳϰϬ ϴϮϱ ϴϵϱ ϵϱϱ
Ϭ͘ϱϮ ϮϬϬ ϮϰϬ ϯϬϱ ϱϭϬ ϳϱϱ ϴϱϬ ϵϮϬ ϵϴϱ
Ϭ͘ϱϯ ϮϬϱ Ϯϰϱ ϯϭϬ ϱϭϱ ϳϲϱ ϴϳϱ ϵϰϱ ϭϬϭϬ
Ϭ͘ϱϰ ϮϬϱ ϮϱϬ ϯϭϱ ϱϮϱ ϳϳϱ ϵϬϬ ϵϳϬ ϭϬϰϬ
Ϭ͘ϱϱ ϮϭϬ ϮϱϬ ϯϮϬ ϱϯϬ ϳϴϱ ϵϮϱ ϭϬϬϬ ϭϬϲϱ
Ϭ͘ϱϲ ϮϭϬ Ϯϱϱ ϯϮϱ ϱϯϱ ϳϵϱ ϵϱϬ ϭϬϮϱ ϭϬϵϱ
Ϭ͘ϱϳ Ϯϭϱ ϮϲϬ ϯϯϬ ϱϰϱ ϴϬϱ ϵϳϱ ϭϬϱϬ ϭϭϮϱ
Ϭ͘ϱϴ ϮϮϬ ϮϲϬ ϯϯϬ ϱϱϬ ϴϭϱ ϭϬϬϬ ϭϬϴϬ ϭϭϱϬ
Ϭ͘ϲϳ ϮϰϬ ϮϵϬ ϯϳϬ ϲϭϬ ϵϬϱ ϭϮϯϬ ϭϯϯϬ ϭϰϮϬ
Ϭ͘ϲϴ Ϯϰϱ Ϯϵϱ ϯϳϱ ϲϮϬ ϵϭϱ ϭϮϱϱ ϭϯϲϬ ϭϰϱϬ
Ϭ͘ϳϭ ϮϱϬ ϯϬϱ ϯϴϱ ϲϰϬ ϵϰϱ ϭϯϬϬ ϭϰϰϱ ϭϱϰϱ
Ϭ͘ϳϯ ϮϲϬ ϯϭϬ ϯϵϬ ϲϱϬ ϵϲϱ ϭϯϮϱ ϭϱϬϱ ϭϲϭϬ
Page 685
Table F-5 - 22.5° Skew Angle
Lamella Shear Connection Strength [Z] (lbs/bolt)
tŽŽĚ ŽůƚŝĂŵĞƚĞƌ
^ƉĞĐŝĨŝĐ
ϭͬϰΗ ϱͬϭϲΗ ϯͬϴΗ ϭͬϮΗ ϱͬϴΗ ϯͬϰΗ ϳͬϴΗ ϭΗ
'ƌĂǀŝƚLJ'
0.31 ϭϯϱ ϭϲϱ ϮϭϬ ϯϯϬ ϯϳϬ ϰϭϬ ϰϰϬ ϰϳϬ
Ϭ͘ϯϱ ϭϱϬ ϭϴϬ ϮϯϬ ϯϴϬ ϰϰϱ ϰϴϱ ϱϮϱ ϱϲϬ
Ϭ͘ϯϲ ϭϱϱ ϭϴϱ Ϯϯϱ ϯϵϬ ϰϲϱ ϱϬϱ ϱϱϬ ϱϴϱ
Ϭ͘ϯϳ ϭϱϱ ϭϵϬ ϮϰϬ ϯϵϱ ϰϴϬ ϱϯϬ ϱϳϬ ϲϭϬ
Ϭ͘ϯϴ ϭϲϬ ϭϵϬ Ϯϰϱ ϰϬϱ ϱϬϬ ϱϱϬ ϱϵϱ ϲϯϱ
Ϭ͘ϯϵ ϭϲϱ ϭϵϱ ϮϱϬ ϰϭϬ ϱϮϬ ϱϳϬ ϲϭϱ ϲϲϬ
Ϭ͘ϰϬ ϭϲϱ ϮϬϬ Ϯϱϱ ϰϮϬ ϱϰϬ ϱϵϬ ϲϰϬ ϲϴϱ
Ϭ͘ϰϭ ϭϳϬ ϮϬϬ Ϯϱϱ ϰϯϬ ϱϲϬ ϲϭϱ ϲϲϬ ϳϭϬ
Ϭ͘ϰϮ ϭϳϬ ϮϬϱ ϮϲϬ ϰϯϱ ϱϴϬ ϲϯϱ ϲϴϱ ϳϯϱ
Ϭ͘ϰϯ ϭϳϱ ϮϭϬ Ϯϲϱ ϰϰϱ ϲϬϬ ϲϱϱ ϳϭϬ ϳϲϬ
Ϭ͘ϰϰ ϭϴϬ Ϯϭϱ ϮϳϬ ϰϱϬ ϲϮϬ ϲϴϬ ϳϯϱ ϳϴϱ
Ϭ͘ϰϱ ϭϴϬ Ϯϭϱ Ϯϳϱ ϰϲϬ ϲϰϬ ϳϬϬ ϳϲϬ ϴϭϬ
Ϭ͘ϰϲ ϭϴϱ ϮϮϬ ϮϴϬ ϰϲϱ ϲϲϬ ϳϮϱ ϳϴϱ ϴϯϱ
Ϭ͘ϰϳ ϭϴϱ ϮϮϱ Ϯϴϱ ϰϳϬ ϲϴϬ ϳϰϱ ϴϭϬ ϴϲϱ
Ϭ͘ϰϴ ϭϵϬ ϮϮϱ ϮϵϬ ϰϴϬ ϳϬϱ ϳϳϬ ϴϯϱ ϴϵϬ
Ϭ͘ϰϵ ϭϵϬ ϮϯϬ Ϯϵϱ ϰϴϱ ϳϮϬ ϳϵϱ ϴϲϬ ϵϭϱ
Ϭ͘ϱϬ ϭϵϱ Ϯϯϱ ϯϬϬ ϰϵϱ ϳϯϬ ϴϮϬ ϴϴϱ ϵϰϱ
Ϭ͘ϱϭ ϮϬϬ ϮϰϬ ϯϬϬ ϱϬϬ ϳϰϬ ϴϰϬ ϵϭϬ ϵϳϬ
Ϭ͘ϱϮ ϮϬϬ ϮϰϬ ϯϬϱ ϱϭϬ ϳϱϱ ϴϲϱ ϵϯϱ ϭϬϬϬ
Ϭ͘ϱϯ ϮϬϱ Ϯϰϱ ϯϭϬ ϱϭϱ ϳϲϱ ϴϵϬ ϵϲϬ ϭϬϯϬ
Ϭ͘ϱϰ ϮϬϱ ϮϱϬ ϯϭϱ ϱϮϱ ϳϳϱ ϵϭϱ ϵϵϬ ϭϬϱϱ
Ϭ͘ϱϱ ϮϭϬ ϮϱϬ ϯϮϬ ϱϯϬ ϳϴϱ ϵϰϬ ϭϬϭϱ ϭϬϴϱ
Ϭ͘ϱϲ ϮϭϬ Ϯϱϱ ϯϮϱ ϱϯϱ ϳϵϱ ϵϲϱ ϭϬϰϬ ϭϭϭϱ
Ϭ͘ϱϳ Ϯϭϱ ϮϲϬ ϯϯϬ ϱϰϱ ϴϬϱ ϵϵϬ ϭϬϳϬ ϭϭϰϱ
Ϭ͘ϱϴ ϮϮϬ ϮϲϬ ϯϯϬ ϱϱϬ ϴϭϱ ϭϬϭϱ ϭϬϵϱ ϭϭϳϬ
Ϭ͘ϲϳ ϮϰϬ ϮϵϬ ϯϳϬ ϲϭϬ ϵϬϱ ϭϮϰϱ ϭϯϱϬ ϭϰϰϱ
Ϭ͘ϲϴ Ϯϰϱ Ϯϵϱ ϯϳϱ ϲϮϬ ϵϭϱ ϭϮϲϬ ϭϯϴϬ ϭϰϳϱ
Ϭ͘ϳϭ ϮϱϬ ϯϬϱ ϯϴϱ ϲϰϬ ϵϰϱ ϭϯϬϬ ϭϰϳϬ ϭϱϳϱ
Ϭ͘ϳϯ ϮϲϬ ϯϭϬ ϯϵϬ ϲϱϬ ϵϲϱ ϭϯϮϱ ϭϱϯϬ ϭϲϯϱ
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