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C:\Users\josep\OneDrive\ Desktop \ projects\danny_walls_8011_w_krall_st\dwgs\01_8011_s_100.dwg

2025/07/16 10:53 AM By: Joseph castaneda

Received
09/12/2025

wa

a

S T R U C T U R A L N O T E S a Oe a eS TEAR PROVIDE CHEMICAL TERMITICIDE TREATMENT TO GENERAL NOTES PROJECT DATA
3 SOIL AND/OR FIELD APPLIED WOOD TREATMENT
IN ACCORDANCE WITH 2018 IBC SL ae eee aS nS 16 BALL CONSTRUCTION AND FOUNDATION WORK SHALL COMPLY PARCEL: 102—05-179A
0 WITH THE LATEST ADOPTED VERSION OF ALL APPLICABLE
C21 \ BUILDING CODES. ZONING: R1-8
GENERAL : a|S B. VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL ADDRESS: 8011 W KRALL ST
WHERE SPECIFIC INSTRUCTIONS IN THESE SPEC’S REQUIRE THAT A PARTICULAR PRODUCT _ Oe Trees’ @ LN TRE, ARIZONA 85505
AND/OR MATERIAL(S) BE INSTALLED AND/OR APPLIED BY AN APPROVED APPLICATOR OF THE : C. CONTRACTOR TO PLACE CONTROL JOINTS AS INDICATED ON SUBDIVISION. CHAPARRAL COUNTY AMD Ny
MANUFACTURER, IT SHALL BE THE SUBCONTRACTOR’S RESPONSIBILITY TO ENSURE THE WORK CONC. SLAB PER PLAN OVER 4 THE FOUNDATION PLAN WHERE APPLICABLE. : y
BE DONE BY AN APPROVED APPLICATOR. ABC OWNER: DANNY WALLS
OVER RECOMPACTED D. SLAB SHALL BE MONOLITHIC POUR. NO COLD JOINTS SHALL :
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL SUBGRADE OR NATIVE SOIL . BE PERMITTED WITHOUT ENGINEERS APPROVAL. LOT NUMBER: 37
NOTES AND TYPICAL DETAILS UNLESS GENERAL STRUCTURAL NOTES ARE MORE STRINGENT. (VARIES). | ain = CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH :
PRancr DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE \ | < { il “AT 28 DAYS: 3000 PSI STRENGTH AT THE TRANSQ. FT.ER: LOT SIZE: 11,016 SQ. FT.
. RR =e 2500 PSI
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED SEREX NS EXISTING LIVABLE: 1,478 SQ. FT.
DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND - _ FAR oR OE ONPCROINGE BAe ree 5 ars robe eX
CONDITIONS ON THE JOB AND SHALL NOTIFY THIS OFFICE OF ANY VARIATIONS FROM THE we = = BE WELDED USE ASTM A706 — (GR. 60) 60 KSI EXISTING COVERED PATIO: 430 SQ. FT.
DIMENSIONS OR CONDITIONS SHOWN ON THE DRAWINGS. F# DOWEL © 48° OC. .
G. ALL _NEW EXTERIOR DOORS SHALL BE SOLID CORE WOOD, EXISTING GARAGE: 441 SQ. FT.
TYPICAL DETAILS MAY NOT NECESSARILY BE PUT ON THE PLANS, BUT APPLY UNLESS NOTED . FINISY AND COLOR TO BE SELECTED BY OWNER.
OTHERWISE. < — PROPOSED GARAGE: 704 SQ. FT.
MIN, 1’—0" BELOW! H. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. UNUCTUREER co Tee SHOWN. TOTAL UNDER ROOF: 3,053 SQ. FT
LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. Lo ‘ , om
WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES, 344 LONGITUDINAL, _ {44 4 1 . LOT COVERAGE (ACTUAL): 27.71%
SPECIFICATIONS AND ALL APPLICABLE CODES, THE MOST STRINGENT REQUIREMENTS SHALL STAGGER SPLICES| “ “4 PLOT PLAN KEY NOTES «]
GOVERN. THIS OFFICE MUST BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO 14 TRANSVERSE
CONS RUCTION. @ 24” OC. 7. EXISTING LIVABLE TO BUILDING CODES
ANY STRUCTURAL DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR REMAIN.
THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
EXTERIOR WALL AT G ARAGE 2. EXISTING GARAGE TO 2018 INTERNATIONAL BUILDING CODE
ALL PRODUCTS LISTED BY |.C.B.0./N.E.R. NUMBER(S) SHALL BE INSTALLED PER THE REPORT REMAIN.
AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION(S) FOR PRODUCT(S) } SCHE-NO SCALE = — — 4 2018 INTERNATIONAL RESIDENTIAL CODE
LISTED SHALL ALSO HAVE |.C.B.0. APPROVED EVALUATION REPORT(S) OR BE APPROVED AND = 3. EXISTING 6’ CMU FENCE TO
LISTED BY OTHER NATIONALLY RECOGNIZED TESTING AGENCIES. REMAIN. 2018 INTERNATIONAL MECHANICAL CODE
1/2” EXPANSION JOINT
THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. / 4. EXISTING GATE TO REMAIN. 2018 INTERNATIONAL PLUMBING CODE
THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH 5. EXISTING CONCRETE 2018 INTERNATIONAL ENERGY CONSERVATION CODE
MEASURES WILL INCLUDE, BUT NOT BE LIMITED TO BRACING AND SHORING. THE PROJECT CONC. SLAB PER PLAN OVER 4° ABC OVER ; DRIVEWAY TO REMAIN.
ARCHITECT OR THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE RECOMPACTED SUBGRADE OR NATIVE SOIL CONC. SLAB PER PLAN OVER 4 2018 INTERNATIONAL FUEL GAS CODE
ITEMS OR METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION, OR THE A.B.C. W/ EXP. JOINT «| I ae a = 6. EXISTING 125 SQ. FT
x ¥ . . FT.
SAFETY PRECAUTIONS AND PROGRAMS RELATING THERETO. STRUCTURE TO BE 2018 INTERNATIONAL FIRE CODE
; . 7. REMOVED.
DESIGN LOADS : = 2017 NATIONAL ELECTRIC CODE
BOS (D) 7. EXISTING 135 SQ. FT. [iNT
FLOOR LIVE LOAD = 150 PSF. STRUCTURE TO BE CITY OF GLENDALE AMMENDMENTS
VED. NO OO OO
WIND LOAD = V[3s] 105 MPH V[fm] 81 MPH EXPOSURE C
OT & ¥ EAR ; - 8. EXISTING 173.3. SQ. FT.
SEISMIC DESIGN CATEGORY B (IBC SECTION 1613) i : x fa STRUCTURE TO BE
USE GROUP Il, SITE CLASS D, R=3, Sds=.266 (WIND LOADS GOVERN SEE CALCULATION FROM SOL #4 DOWEL @ 48” 0.C. REMOVED.
PACKET
) ar ~ ‘ 9. EXISTING 200A ELECTRICAL | — L_ = aN City of Glendale
SITE WORK: =O" BELOW ) \ SERVICE (PANEL A), TO &. Development Services Department
UNDISTURBED SOIL PG rewan Planning Division
FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10 FEET TO AN APPROVED WATER
10. PROPOSED 60A ELECTRICAL
DISPOSAL AREA. Ik + (2) #4 BARS CONT. SUB—PANEL.
; 7 A I LJ Failed
FOUNDATIONS : 11. PROPOSED GARAGE oO
ADDITION, FINISH FLOOR = 7—— — — -- — 4 Conditionally Approved
FOUNDATION DESIGN IS BASED ON MINIMUM REQUIREMENTS OF INTERNATIONAL BUILDING SLAB AT GARAGE DOOR ELEVATION TO MATCH y APP
CODES 2018 EDITION y) EXISTING, MA d
} pprove
ALL RECOMMENDATIONS IN THE GEO-TECHNICAL REPORT TAKE PRECEDENCE OVER ANY AND NOT TO SCALE . 12, PROPOSED CONCRETE
ALL GENERAL STRUCTURAL NOTES CONTAINED HEREIN. (2) DRIVEWAY TO MATCH
z : EXISTING.
PRIOR TO ANY BACK FILLING, ALL BASEMENT OR FOUNDATION WALLS ARE TO BE ADEQUATELY 6” TOOLED EDGE — NYP ba (BY a ©)
BRACED SO AS TO PREVENT EXCESSIVE PRESSURES DURING CONSTRUCTION, BACK FILLING (1) #4 HORIZ. REBAR ne ee 13. PROPOSED CONCRETE DOOR
AND COMPACTION. ALL BRACING TO REMAIN IN POSITION UNTIL MASONRY AND/OR CONCRETE 36” EXP. JOINT =|5 STOOP.
REACHES FULL DESIGN STRENGTH. . . (A ~
: 14. SURVEY HAS NOT BEEN
SOIL CLASSIFICATION: 5 \ 7 \ | PROVIDED. STRUCTURES
; uu HAVE BEEN LOCATED
REINFORCED CONCRETE : DOD | UTILIZING THE ASSESSOR
SOS I WEBSITE FOR aschwenner 10/10/2025
(THESE NOTES DO NOT APPLY TO POST-TENSIONED OR PRE-STRESSED CONCRETE) DESIGNS CONC. SLAB PER PLAN OVER 4” ABC OVER y MEASUREMENTS. OWNER TO BY DATE
BASED ON 2500 P.S.l, HOWEVER, MIX DESIGNED AS FOLLOWS: RECOMPACTED SUBGRADE OR NATIVE SOIL CONFIRM LOCATION OF
PROPOSED SHOP PRIOR TO
MINIMUM 28 DAY CONCRETE COMPRESSIVE. STRENGTH: CONSTRUCTION. ;
FOUNDATIONS = 2,500 P.S.l,, TYPE ll CONCRETE
WALKS, DRIVES AND EXTERIOR SLABS = 2,500 PSI. 16 |
ALL PROCEDURES, PLACEMENT, FORM WORK, LAP ETC. TO CONFORM WITH LATEST A.C.L
STANDARDS. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THE SLABS ON SLAB AT M AN DOOR 5' setbacks and
GRADE NEED TO BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. 3 \ setbacks ana max
SCALE: NO SCALE 20' height allowed per
ALL CONCRETE SLABS ON GRADE SHALL BE BOUNDED BY CONSTRUCTION JOINTS (KEYED OR | VAR24-20
SAW CUT) SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET. KEYED
CONSTRUCTION JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING. ALL OTHER A
JOINTS MAY BE SAW CUT OR MAY USE °ZIP-STRIPS”. Aix
REINFORCEMENT : FOUNDATION KEY NOTES
ASTM A615 (Fy = 60,000 P.S.l.) DEFORMED BARS FOR ALL BARS NO. 6 AND LARGER. ASTM W GLENDALE AVE FOOTING SCHEDULE
A615 (Fy = 40,000 P.S.|.) DEFORMED BARS FOR ALL BARS NO. 5 AND SMALLER WIRE PER 4” UNREINFORCED CONCRETE SLAB, MINIMUM 28 DAY . ;
, 16” WIDE x 12” THICK WALL
ASTM A82. NO TACK WELDING REINFORCING BARS WITHOUT THE PRIOR REVIEW OF PROCEDURE COMPRESSIVE STRENGTH 2500 PS, ON 4” A.B.C. COMPACTED
TH THE STRUCTURAL ENGINEER OF RECORD. LATEST ACI CODE AND DETAILING MANUAL Tot 00%, STANDARD PROCTOR. DENSITY. (sed) ON 2° CLEAN FOOTING w/ 2#4 CONTINUOUS
= PA = Pe WITH QUICK STRIP OR SAWCUT AS SHOWN.
UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE CLEAR CONCRETE COVER PROVIDED FOR 2 % s £ » ,
REINFORCEMENT SHALL BE : % 8 2 3” CONTROL JOINT, 10’ MAXIMUM TYP.
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3” z z z z CONCRETE DOOR STOOP. COORDINATE LOCATION WITH
PRE-ENGINEERED METAL BUILDING DRAWINGS PRIOR TO
EXPOSED TO EARTH OR WEATHER:
(1) NO. 6 AND LARGER 2 W OCOTILLO RD CONSTRUCTION.
(2) NO. 5 AND SMALLER 6" [ WKRALL ST | CONCRETE DRIVEWAY.
NOT EXPOSED TO WEATHER OR IN CONTACT WITH EN
THE GROUND (SLABS & WALLS) ww =
PEMB SHALL BE PAINTED WITH A
BEANS, GROERS, COLUMNS, PRIMARY REINFORCEMENT - NONCREFLECTIVE PAINT. ROOF SHALL BE
IES STIRRUPS, SPIRALS 1% COCOA AND WALLS SHALL BE TAN FROM
a L 4 MANUFACTURER,
UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE SHALL BE CLASS "B” TENSION LAP
ISPLICES 40 BAR DIAMETER MINIMUM. STAGGER ALTERNATE SPLICES A MINIMUM OF ONE LAP eee ee OO Oa
LENGTH. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL. PROVIDE BENT CORNER BARS 10 W MARYLAND AVE _] 8011 W KRALL ST
MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND —_ .
WALLS, REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON VERTICAL REINFORCING TO L—, N89°56'22"W 128.95
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
MASONRY VENEER SHALL BE ANCHORED WITH A MINIMUM OF ONE 22 GA. GALVANIZED METAL
ANCHOR FOR EACH TWO SQUARE FEET OF WALL AREA VICINITY MAP
J
“CE
ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED
—__ __ OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND
Client/Project Fe OPYRTED. THEY WERE CREATED, EVOLVED AND Title
oy IDEVELOPED FOR USE ON, AND IN CONNECTION WITH THE rf 4
DANNY WALLS Fa ANY PURPOSE WHATSOEVER’ WITHOUT THE WRITTEN NOY A NO SCALE NOTES, PLOT & FOUNDATION PLANS
S| STRUCTURAL ENGINEERS COMPANY PERMISSION OF STRUCTURAL ENGINEERS LLC. WRITTEN [NEU ZA
8011 W KRALL ST fem DIMENSIONS ON THESE DRAWINGS, SHA HAVE, PRECEDENCE 7 1 PLAN REVIEW COMMENTS JC JC 2025.07.16 Seal Drawing N Rovisl
. a 2963 W. ELLIOT ROAD, SUITE 3 RESPONSI ‘ cale rawin oO. evision
A Glendale, Arizona 85303 es CHANDLER, AZ 85224-1633 CONOMIONS ON THE JOS AND STRUCTURAL ENGNEERS 0 _FOR PERMIT ie JC 2025.05.28 g
aaa. iz LLC. OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM fet
LON SETACHED RV GARAGE 3 PH: (480) 968-8600 FAX: (480) 968-8608 TH DENSIONS 'AND CONDITIONS SHOWN BY THESE z Revision ” Mpa mse S ] O00 ]
(a)

(Sted Building Hab Design

GIRT FLANGE
BRACING SCHEDULE
BAY #l
Endwall 'A'| M/S
Endwall 'B' M/S

M/S = MIDSPAN

i”

6in x 2.125/2.375in |4G
ZEE ENDWALL GIRTS
SPACED AT 6'-lolWe" O.C.

aa
> YV

_ FB ERVE “a

\_ T.0. CONCRETE

GIRT FLANGE BRACING
PER SCHEDULE AND
DETAIL N/4

(2\ ENDWALL 'A' INTERIOR ELEVATION

Q

5 SCALE: 1/8" = |'-0"

FRAME #1

GIRT FLANGE BRACING
PER SCHEDULE AND
DETAIL N/4

48 ROE

5"

20'-0"

ye

CONCRETE

Gin x 2.125/2.3715in |4G
ZEE ENDWALL GIRTS
SPACED AT 6'-lOlie" O.C.

(1\ ENDWALL 'B' INTERIOR ELEVATION

e

5 SCALE: 1/8" = |'-O"

FRAME #5

Received
09/12/2025

Fountain Inn, SC 29644

Structural Engineering by:
Metal Building Engineering, LLC
engsupport@actbuildingsystems.com

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ACTBUILDING
SYSTEMS

G City of Glendale
on Development Services Department
jendale ana
Planning Division
O Failed
1 Conditionally Approved
[7] Approved
aschwenner 10/10/2025
BY DATE

FIE-A0Z5

Mueller Inc. West Phoenix
Danny Walls
8011 W Arall St
Glendale, AZ 85303

DISTRIBUTOR:
JOB NAME:

JOB ADDRESS:

o
2
B
3
2

fe]

™

CHECKED
KM.

DATE
4/14/2025

JOB NO.
TWPH98905787

SHEET

3)

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