Extracted text (via ocr_local)
67787 characters
GENERAL NOTES AND INFORMATION
SPACE_WTH A LONG OMENSIOM OF 24° OR GREATER AMD A OF IF OF
(GREATER A PEANSULAR COUNTERTOP 1 MEASURED FROM THE CONNECTING EDGE.
AED BY RANGE TOPS, ATURS, OR SKS SLL BE
‘AT WAST OME WALL PEDERI OUTLET SHALL BE STALLED BATHROOMS WK
3-0" FEET TO CH BASIN LOCATON. RECEPTACLE OUTLETS SHML BE SUPPLIED *
AT LEAST ONE. RECEPTACLE OUTLET, W ODTION TD AY. PROVED FOR LANDRY
EOUPWENT, SHALL BE W EACH ATTACHED CARAGE AND IN EACH DETACHED GARAGE WT
HALAS OF 10'=0" OR MORE LENGTH SHALL HVE AT LEAST ONE RECEPTACLE OURET
AL 125-VOKT, SOMGLE-PWASE, 15 AD 20 AMPERE RECEPTACLE MISTIRLED 1M THE
LOCATIONS SPECIED BELOW SHALL HAVE GROUME-FALLT-CRCUN TERRUSTER PROTECTION *
FO PERSONNEL:
= BATHROOKS.
GARAGES, GRICELEVEL AND PORTIONS OF UMRESHED ACCESSORY BULDONTS USED
FOR STORAGE O8 WORKS AREAS.
‘ovrooces.
Cn. SPACES ETE TE CUM SICES ATO ELON GCE LI
UNENSHED PORTIONS OF
ROS OF THE BASEMENT NOT INTDIOED AS HWBTABLE ROOMS AND UIWTED 10 *
‘STORAGE AREAS, WORKS AREAS, AND THE LKE.
TOADS ~ WEEE THE REETAGES AE NSTALED TO SVE THE CMTERTP =
WET BAR SAMS — WHERE THE RECEPTACLES ARE, WSTALLOD 70. SOWE TE +
COUNTERTOP. SUREACES AND ARE LOCATED WITHIN 6'—0" THE CUTSOE EDGE PF THE
ALL RECESSED FTURES SLL BE WSTALLED POR THER. USTING AO SHALL HAVE
CLEAREST COMASTARES PER THE MC OK AOD FOR ORECT CONTACT FER
‘6
UGA AURES W CBUNG OXVELOPE ETHER TYPE AC ARTICAT, TYPE C MAX 2. Ch
LEMAGE, OR MONIC WW ARGH BOX. NON-KC REDURES CLENRANCE TO. COMBUSTIUES.
PLUMBING
HOSE BIBS SHALL HAVE ISTEGRATED BACK FLOW PREVENTER TO COMPLY WTA THE .
PUMBING CODE.
AROS FTG FoR OSH AGE SL BE MSALED AT OF HOE OD LL OF
S24, Yous Ac FEAETATENE THROU LOR SLRS TO COUP W/E PUM
a
RF ULRS OF OER SMU AEA NO SAL BEA a 3
‘AL ORAM, WASTE AND VENTING 5 TD BE ABS SCHEDULE 40. f° PER FT. SLOPE MeN.
(AL COPPER TUBING IUKTER PPMG ABOVE SAAB TD BE A MN TIPE WY, MBL TIPE
[V BAOW SU & RSTALED 1/0 JORIS.
PLUMBNG FITURES TO COMPLI WT LOW FLOW FUTURE OROHWNEE AND CLUDE THE
FOULS:
we WNATORY & SRC FAUCET, 2.2 GML AT 6. PI
SHOWER HEAD, 25 GPM Ar P51
WATER CLOSETS, 1.6 GALLONS PER FLUSHING CYOLE :
SHONER & SHOWER TUB COMBINATION SHALL BE PROVDED HT OMOUNL COMTROL,
PRESSURE. BALANCE OR THERMOSTATS MING VALVE TPE.
AL CAS PRONG (F APPLICABLE) SHALL BE WROUGHT ON OR STEEL
SHINERS SHALL HAE A FRUSHED, WTEROR OR NOT LESS THAN 900 50. IN MAL AND BE
COPABLE OF ENCOMPASSING A 30” OA MN. CRCLE. PER P2708.1
‘SUPPLY AND APPROVED SHUT-OFF VALME AT LACM GAS APPLANCE,
‘WU REQUESTED By THE OWNER OR REDURED BY THE JURSDICTON, 26 APPROVED RE
SPRORLER WH TE CURRY MOPED
AN APPROVED DIELECTRIC NSULATOR SHALL BE PROVOED OM AL OSSMEAR METAL WATER +
PPNG COMMECTONS OF MATER HEATERS AND RELATED WATER METAS CQUPMEXT.
ALL GAS PIPING SIMUL BE RETALLED POR 2012 FEC.
REQUIRED PRESSURE TESTS OF TDA (10) POUNDS OF LESS SHALL BE PERFORMED WH
CAUSES OF 1/10 POUND NCRENENTATINS.
ROU GAUGE RATING SHALL MOT EXCEED TCE THE APPLIED TEST PRESSURE.
PLUMBING BOXOUTS SHALL BE BACKTLLED WH MAM 3000 PSI CONCRETE,
MECHANICAL
AR HANDLER WHEN ATIC: MOUNTED SHALL WLUDE:
T Phrwoo PLATFORW FOR UNT w/ CORE CLEARANCES
Le SHWGLE @ UNE 8 10" OFET
= 2
= UNORSTRUCTED 24° WE CATWAL TO UNT NOT TO ICED 20-9" 1 LENGTH
CONDENSATE OF WASTE WATER SL. MOT ORM OVER A PUBLIC WAY.
PAL THE NOTIONAL PAN THE, STAND
‘OVERFLOW SBMLL BE PROVOED WITH A DRAM PIPE. MIMMLM 3/4 HOMIAL PIPE SIZE,
COSCHHRGNG AT A PORT RHICH OW BE READY CESERVED,
FEGSTERD
ATTIC VENTILATION, ADCESS, AND VENTS
ATT ACCESS SILL BE WOT LESS THA 27730" WOH 30” MK CEN HENIROOM ABOVE
THE ACCESS OPDNNG. ATTIC ACCESS OPBIONS WHEN LOCATED IN A GCE. SAL COMPLY
{EH THE BULDING CODE FOR THE MODFIED OME HOUR OCCUPANCY SEPARATION A) THE
.AREOCTON REQUSELENTS.
e700 1 YMA SW BE COKRED WI CIRROSOH- FESTA MEA
inn us ores OF FW OMEN
WATER RESISTANT APPLICATION
coon, ras-coiet GSS CPSIN BEE CPUC HT ASW C
TREC (Re OFC 18 WO ROT WACOM Wt UL
FECOMBOIDONE SAK. Be Ut) Ae BRE TN MAL LE MT 0 HNO
foe ru backs soe we
ERO RAED OO 5 RENN OW AL AMER OKDHS. (a
POOH, FPO EF RAL)
soRESS
15ie_QORG ORS SAL PERMIT MO MAME WOH WO A HE
Bowe
RELEASED FOR PERLATTING
TMS SET OF PLAN HAS BEEN REMENED FOR COUPLE WT CTY REQUIREMENTS PRROR
TO ISSUMNCE OF CONSTRUCTION PERMITS. THE CITY MEIER ACCEPTS OR ASSUMES AY
FOR ERRORS OR OMSSONE. TMS COMPLANCE APPROVAL SHALL NOT PREVEAT THE
(CTY ENGHEER FROM REDURING CORRECTION OF ERRORS OR OMSSONS A PLANS FOUND
TO BE W YOLATIN OF AI LAN OF ORDRANCE,
MODEL ENERGY CODE VALUES
COMPONENT: U-FACTOR:| SHGC:
OPEMBLE DOUBLE PANE ™ i
FED DOUBLE PANE WINDOW: 040 025
PANO _DOUBLE PANE COORS: 40 025
EXTERIOR DOORS: 040 025
R-VALUE:
__CBUNG: R38
[__ EXTERIOR WALLS: Ris
CHTY OF GLEWDALE ADOPTED COUES
YEAR: CODE:
[2018 INTERNATIONAL BUILDING CODE
[2018 INTERNATIONAL RESIDENTIAL CODE
[2018 INTERNATIONAL MECHANICAL COOE
2018 INTERNATIONAL PLUMBING CODE
[2018 INTERNATIONAL ENERGY CODE
INTERNATIONAL FUEL CODE
INTERNATIONAL FIRE_COOE
NATIONAL ELECTRIC. CODE
EXISTING HOME
R-3 ZONING
90.38"
EXISTING HOME
R-3 ZONING
EXISTING 20' ALLEY
rs —
|
o
2
&
20°-0"
BSL.
us,
So
r-
|
eB
eo
-———-
20'-0"
Bs.L
Sewer TE
ro
ExTo_48"_ sipewaur__|_
2a VERTICAL CORB
N. 61ST AVE
—-- — -- ae
180.78"
R-3 ZONING
EXISTING HOME
BUILDING AREA SCHEDULE
MARK DESCRIPTION AREA
UNABLE RESIDENCE | 2,136 f°
2 CAR GARAGE] 515 ft
Covered PoRcH| 60 tt
coverep Panto] 108 ft?
TOTAL 2,819 ft
Lot size] 9,034 att
LOT COVERAGE:| 31.20 %
PARCEL INFORMATION
ADDRESS: 8707 W 61ST AVE GLENDME 85301
PARCEL NUNBER: 410-151
an ORCHARD BLK 20-25-22, &
LOCAL JURISDICTION: GENOME
ZONING DISTRICT. Ro
LOT NUMBER: 1%
FRONT SETBACK: 20-0
REAR SETBACK: 20-0
‘SIDE SETBACK S010
MAK, ALLOWED COVERAGE 50%
OWNER: TMG INVESTWENT PROPERTIES LLC
SHEET (WOEX
1 | ¢s [cover SHEET & STE PLN
2 | A |FLOGR PLAN— KEYNOTES
3) A2 |RLooR PLAN DIMENSIONED
4 | a3 |etevanions
5 | At |ELEVANIONS, SECTION A & SECTION &
6 | Et |ELECTRICAL PLAN
7 | MI |MECHANICAL PLAN
8 | Pi
PLUMBING SCHEMATICS
9. | GSN | GENERAL STRUCTURAL NOTES
to} s
FOUNDATION PLAN é& SHEAR WALL PLAN.
11 | 82. | FRAMING PLAN & ROOF PLAN
12 | sp
STRUCTURAL DETALS
43 | S03
STRUCTURAL DETALS
CONTACT INFO.
| CONTACT: JUAN M. GUTIERREZ
ADDRESS: 4316 W. SERRIDGE LN. GLENDALE AZ
PHONE: (480) 395-4305
EMAL: juanblueZ015@yahoo.com
VICWITY MAP...
MAMA 80
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9|__w umence a2] |
¥ 3 sme
2 oo
|
w. ocomuo aD
N. 62ND AVE
N. 61ST 08
N. BIST AVE
N ——
| SITE PLAN
SCALE:
1"'=10"-0
SY
DESIGNER:
3
8
Ps
a
& G 3
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S 228
S Bez
8
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Q FBSe
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PROJECT: 19-205
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DRAWINGS:
COVER SHEET
SITE PLAN
REVISIONS:
oeuta | OME REVIEWER:
FLOOR PLAN KEYNOTES. aie is) ee DOOR SCHEDULE WINDOW SCHEDULE
LAUNDRY TUB CEMENT, FIBER-CEMENT OR GLASS. MAT
[2x6 WAL W/ STUDS © 16° OC. GYPSUM BACKERS FOR WALL TILE IN TUB 3068 SOLD CORE W/ GRID TEMP. 3050 XO W/ GRID
GUSS
SHOWER, AND SHOWER AREAS AND WALL PANELS IN
2x4 WAL W/ STUDS @ 16° 0. SANEH ENCLOSURE TEENGISS SHOWER AREAS. KERD SYSTEM WAY BE aa a aeTaNne 5050 XO W/ GRID
2X8 WALL W/ STUDS @ 24° O-. WASHER AND MANUFACTURE INSTALLATION THick 2650 XO W/ GRID TEMP. GLASS
2X6 WALL W/ STUDS © 24” ELECTRIC DRYER INSTRUCTIONS 2866 HOLLOW CORE 4040 XO W/ GRID
1
2
3
F
5 [ave WAL w/ STUDS @ 24° DRYER VENT CONCRETE S10 2666 HOLLOW CORE 3080 ¥0 W/ GRD
6
7
8
3
BASE CABINETS 50 ELECTRIC WATER HEATER W/ GAL. best) 2466 HOLLOW CORE 2016 x0 W/ GRID TEMP. GLASS
[DRIP PAN (IYP.) & WOOD FRAMED WATER SERVICE MAIN SHUT-OFF VALVE DESIGNER:
UPPER CABINETS PLATFORM RASED 16 MIN, ABV. FINISHED CONCRETE SLAB 72088 POCKET DOOR
FLOOR
SOFAT 4068 DOUBLE HOLLOW CORE DOOR
RECESSED MEDICINE CABINET
ATTIC ACCESS TEMPERATURE AND RELIEF VALVE SHALL
10 | SHELES EXTEND OUTSIDE OF 8LDG. T&P LINE ORNAMENTAL BEAM EXPOSED 6066 XO G.S.0. W/ TEMP, GLASS
TERMINATION SHALL NOT BE LESS THAN 6
a1 SHELF, 1 ROO INCHES AND NOT MORE THAN 12 INCHES PAVERS: 18070 MOTORIZED GARAGE DOOR
THRESHOLD EOE GRE BOLLARD STEEL TYPE
LAVATORY
8
8
&
N
—<
IN uj
REFRIGERATOR WOOD FENCE RAL % z
ToweEn WATER CLOSET (ALLOW MIN. 15° TO EA Qe 9
SIDE & 24" TO FRONT) NG 4 2
HEN Sa / SE ‘NR CONDIMONING UNIT W/ PRE-AS & a 8
ELECTRIC COOK TOP CONSENSER PAD & 2 8
(MICROWAVE W/ EXHAUST FAN WOOD FRAMED COLUMN 1'4"x1"«™ S S28
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BEDROOM 2 NS & 2 z2
Sr CEILING § 8 z Fa a
PROJECT:19-205
M. BEDROOM
9-0" CEILING Ss
Na oe B
= sy
S gS
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COURTYARD S &
ae st
S 8 3
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9:5" CEILING 4 Ky uw &
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FOT7 HAL = eS 55
1S KR #25
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‘6 gee 3
DRAWINGS:
LIVING ROOM - NG) FLOOR PLAN
COVERED vfurred ec PI * KEYNOTES
PorcH @| -_ @ =
‘ic, Que BEDROOM 4
. BEDROOM 3 . om OY a
xO) © © ) KO) “am
—,
—— t FO Morne, Dune CONSTTOCTON AT
S DISCREPANCIES BETWEEN THE PLANS SHALL BE]
[ REPORTED TO THE OWNER AND GENERAL
CONTRACTOR IN WRITING BEFORE PROCEEDING.
IN ORDER TO AVOID MISTAKES READ AND}
CHECK ALL PLANS AND BIDS BEFORE]
consrpucrion
REVISIONS:
DELTA: DATE: REVIEWER:
Hy FLOOR PLAN =
A —-- |} —
A — —
BEDROOM 2
9-0" CEILING
fo
22'-4"
M. BEDROOM
‘0° CEILING
COURTYARD
2 CAR GARAGE
9-0" CEILING
12-4"
t
in
: ‘ GOVERED
PATIO
COVERED
PORCH
LIVING_ROd : i : : 2 : 2
BEDROOM|
9-0" CEILING.
DESIGNER:
TUAW MANUEL GUTIERREZ
ADDRESS: 4316 W. BERRIDGE LN. GLENDALE, AZ 85301
PHONE NUMBER; 480-395-4305
EMAIL: JUANBLUE2015@YAHOO.COM
PLANS DRAWN BY: VLS
PROJECT:19-205
67 ST AVE CUSTOM HOME
OWNER: TMG INVESTMENT PROPERTIES LLC
ADDRESS: 6707 N 61ST AVE GLENDALE, AZ 85301
APN: 144-10-151
cL
3
DRAWINGS:
FLOOR PLAN
DIMENSIONED
FLOOR PLAN- DIMENSIONED.
ICHECK ALL PLANS «AND BIDS
ICONSTRUCTION,
REVISIONS.
=
oct: | _DATE:
A a
A —
A ee
7.0._ RIDGE.
TS
1.0. RIDGE
1s'-3"
1.0, RIDGE
a2
FRONT ELEVATION
oe RIDGE
SHELT KEYNOTES:
SAN-KOTE STUCCO SYSTEM PER ESR
42729 REPORT TYPICALLY REQUIRED
MINIMUM OF 7 LAYER OF 10. 15
ASPHALT FELT CONPLYING WITH. ASTM
D226 TYPE | WITH ON OPEN STUDS
(OR WHERE APPLIED OVER
‘WOOD-BASED SHEATHING, SHALL BE 2
LAYERS PF GRADE D PAPER (FEDERAL
‘SPECICATION UU~B7904) WITH
MINIMUM 2 INCH HORIZONTAL, EDGE
LAP AND 6 INCH VERTICAL EDGE LAPS.
PLYWOOD W/ 1X2 024”
FLAT ROOF TILE ICC E5R=1647
2x1_WOOD TR
2x10 FASCIA
WOOD FRAMED COLUMN
STONE VENEER PER ICC ESR-3151
ATTIC VENT
REAR ELEVATION
RIGHT ELEVATION
To. RDG
7-3"
TOP PLATE
g'-0"
HEADER,
8"
7.0. RIDGE
1s"
Sw /
yy
DESIGNER:
8
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RX 5
CS 38
Ss 28
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PROJECT:19-205
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DRAWINGS:
ELEVATIONS
REVISIONS.
Detté: | DATE: REVIEWER:
A — a
A _— os
A — —
0. RIDGE __
17-5"
jOP_ PLATE,
3-0"
HEADER
6-8"
SHEET KEYNOTES
2x6 WALL W/ STUDS @ 24" OC.
‘SEN-KOTE STUCCO SYSTEM PER ESR
#2723 REPORT TYPICALLY REQUIRED
2x4 WALL W/ STUDS @ 24° OC.
Ro19 BATT INSULATION
Ro13 BATT INSULATION
PRESSURE TREATED BOTTOM PLATE
CONTINUOUS DOUBLE TOP PLATE
BASED
LAYERS PF GRADE 0 PAPER (FEDERAL
‘SPECIFICATION UU-B7904) WITH
MININUM 2 INCH HORIZONTAL EDGE
LAP AND 6 INCH VERTICAL EDGE LAPS.
CONTINUOUS SINGLE TOP PLATE
R-38 BATT INSULATION
PRE-FAB TRUSSES @ 24° 0.0.
BPLywooo W/ 1x2 @2¢"
2X10 RAFTERS @ 24" OC.
FLAT ROOF TLE ICC ESR~1647
GIRDER TRUSS
241 WOOD TRIM
WOOD BEAM
2X10 FASCIA
CONCRETE SLAB
WOOD FRAMED COLUMN
OVERFRAMED
ATTIC VENT
2X SOLID BLOCKING
STONE VENEER PER ICC ESR—31ST
SOFFIT
246 WALL W/ STUDS @ 16° OC.
2X4 WALL W/ STUDS © 16" O.C.
Se y
A!
DESIGNER:
S
8
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Qe g
RG q z
Nee
Zz .9
NI a9e
aa EEE:
NS Bee g
traf o>
SS 2 f0s
NS eige2
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NN 4a 09
NS Baa
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PROJECT: 19-205
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DRAWINGS:
ELEVATION
SECTION A
SECTION B
REVISIONS:
peta | DATE: REVIEWER:
A — _—
A — os
4
ro TaNsrORWER overies. ) ZOU AMP_NEMA. 38 LOAD CALCULATIONS REE TO MSCHANCAL DRAWNGS FOR EUCT LOCATON OF 43, LUMNARIES INSTALLED WY WET OR DAMP. LOCATIONS. SHALL /
oe MECHANICAL UNTS AND REQUIREMENTS PRIOR TO ROUGH-IN STALLED. “SO. THAT WATER "CANNOT. EMTER. OR. AGEUMULATE KL WIRING
SERMICE 120/240, be SE, STRUCTURAL DRAWINGS FOR EXACT! LOCATION OF ATTIC COMPARTMENTS, LAMPHOLDERS, OR OTHER ELECTRICAL TARTS. ALL NN y
200 AMP MAIN. BREAKER CURES REDUROENTS ACCESS AND AIR HANDLER PLATFORM: LUMINARIES INSTALLED IN WET LOCATION: wi
22,000 NC. RATED, Steines et ALL CIRCUITS IN ELECTRIC PANELS SHALL BE IDENTFIED PER NEC FOR WEI LOCATIONS"ALL LUMNARES INSTALLED IN AMP _LOCATONS SS /
Z MARKED "SUITABLE FOR WET LOCATIONS” OR SUITABLE FOR
| Maerua KLE LABEL PANEL: "CAUTION-SERES RATED SYSTEM RATED 22K/10K ee eee Se)
200 AMP METER SOCKET. CRONE (1 K 1.500 BACH ‘AMPERES, IDENTIFIED REPLACEMENT COMPONENTS REQUIRED * SEE
- ‘GARBAGE DISPOSAL’ / DISHWASHER (1X 1,500 EACH) a ea x) FOR INTERRUPTING RATING MARKING FOR ENO —USE 14, PER £4002.14: IN AREAS SPECIFIED IN SECTION €3901.1,
40 AVAILABLE ma ee ——— 125-VOLT, 15 AND 20 ~ AWPERE RECEPTACLE SHALL BE USTED
BRANCH CIRCUITS Fl aE PROVIDE” CARON MONOMIDE DETECTOR WIM GAS APPLANCES AND TaMBER” RESISTANT DESIGNER:
WOE EAE 15, PER-WIRED FUTURE UGHTING BOXES TO BE FAN RATED PER IRC
PULL CABINET Pace EPTACLE. OUT 3908.5.
RAR DETECTORS INSTALLED IN. DWELLING UNT s
A COMBINATION TYPE 16. PER N1104.1.(R404.1)A MINIMUM OF 75 PERCENT OF THE LAMPS 8
4 GAS BOND. TOTAL ‘CIRCUMT INTERRUPTER(S) INSTALLED TO PROMIDE PROTECTION OF IN PERMANENTLY INSTALLED LIGHTING FDXCTURE SHALL BE_ HIGHEFFICACY
(WHEN AVAILABLE} THE ENTIRE BRANCH CIRCUIT. (IRC SECTION £3802.12) LAMPS OR A MINIMUM OF 75 PERCENT OF THE PERMANENTLY INSTALLED %
SOUL NaS istocormes ren PROVIDE MINIMUM OF (2) 20—AMPERE ~ RATED BRANCH CIRCUTS UGHTING FIXTURE SHALL CONTAIN’ ONLY HIGHAEFFICACY LAMFS. yi
waits gated /ano vairel oe FOR RECEPTACLES LOCATED, IN THE’ KITCHEN, PANTRY, BREAKFAST 7 3
, REMAINDER AT 40% TOTAL ‘xD. DINING AREAS, DO-ANPHERE RATED GRANGH 17. ALL EXTERIOR FIXTURES TO BE WATERPROOF /WEATHERPROOF. uj
{i cone ATER SoH 424 AMPS | coouns, unnts___ incu TO. THE LAUNDRY AND SCPARATE 20° AMPHERE. RATED z
(Rc E38\509.6) USE 100 AMP PAREL BRANCH CIRCUIT FOR BATHROOM. RECEPTACLE(S). 13, No_ ALUMINUM CONDUCTORS OF COPPER CLAD ALUMINUM, (WARES) % 4
Qe 2
3-POLE WITH GROUNDING TYPE, FOUR—WIRE, GROUNDING TYPE Fra
Seon gobs s boxe Rtotele GORD WL. BE REQUIRED FOR CONNECTION, OR RANGES ONLY. (PeR ITY OF PHOENIX. DEVELOPMENT CODE). N a 5
MIN, 6° APART, al Fr D
a TYP. ELECTRICAL PANEL SCHEDULE CONNECTED BETWEEN THE NEUTRAL “AND TME FRAME OF THE ai, RECEPTACLES OUTLETS (GFCI & AFC!) SHALL OE Zz 8
TAMPER-RESISTANT. S
DESCRPTION Yowrl cond | top fae w TESCRPTION . CEILING "FANS OR LIGHTS SHALL HAVE PROPER USTED BOXES. se eeOOR GPC! RECEPTACLES OUTLETS SHALL BE: mee
AUNT faa 7800 | S000 [30 DRYER WEN wires nbew Covers "MUsr Be USTED FOR. Nel NS my 8 =
A a
+ 0 + ; =
|. BATHROOM RECEPTACLES SHALL BE SUPPLIED BY AY LEAST ONE z
new sencuew appuicance_ v2 [20 1800 | 4800 Jo] WATER HEATER, (1) 20 AMP BRANCH CIRCUT é& SHALL HAVE NO OTHER OUTLETS. TAMPER RESISTANT (TR) Q ZZ8,,
NEW_KITCHEN, APPLICANCE 20] 1500 10 a SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM NOTE: RECESSED UGHT FIXTURES SHALL BE IC. S wsges
£3902.16 CRONE 29| 1565 z BER FE HE" BULSNG. WRONG. AND “BE EOU-PED WIM GATT. sacKuP —ISTED OF THERMALY PROTECTED, BSR
- SHALL a SS eS =
ARC-FAULT SE) a — —— AREAS OF THE. DWELLING IN WCHL THEY ARE. LOCATED. SMOKE Sy 55
CIRCUIT-INTERRUPTER onic AREA acl 128 —— DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. Nd emis
+ eu
PROTECTION eae faaa Sane eFC = SS2F
SWORE DETECTORS |v 1200, SWORE DETEGTOR Ges &
EXTERIOR UCHT = R256
BRANCH CIRCUTS THAT SUPPLY 120 VOLT, Nw Ww io
SSNGLE-PHASE, 15- AND 20— ANPERE & res2
OUTLETS INSTALLED IN KITCHENS, FAMILY S BOos5
Roos, ORIG ROOUS, LANG ROOMS, archaea
LUBRARIES, DENS, BEDROOMS,
SAMROONS, RECREATING ROOMS, CLOSETS,
HALLWAYS, LAUNDRY AREAS AND SIMILAR PROJECT:19-205
ROOMS OR AREAS SHALL BE PROTECTED BY
‘ANY OF THE FOLLOWING 210.12(A)
ALECTRICAL KEY ky > &
1 [VAPOR PRROF LiGhT SN a oN
@ S$ g
EXHAUST FAN TO OUTSIDE a ;
E Be 4
© | 510. 220 V. OUTLET Sz
ce: | GROUND FAULT WTERRUPTER S a 9
RECEPTACLE 9 a
| [omnes wowed ue rime a 3
© [CHUNG MOUNTED LIGHT FIXTURE |
$ |3—Way WALL SHITCH a 2
| @ [caRBON MONOXIDE ALARM SS 25
| @ [DUPLEX OUTLET (GROUNDED TYPE) Ww 2 $s
[SINGLE POLE WALL SWITCH RS S 2
@ | swore oerecToR Ny oes
S
| CEILING FAN W/ LIGHT Ke 2 2 Pe
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© [war wouNTeD UGH FAURE 3S e228 §
1 | THeRwostar BES 2
& [we orci
© [Fuse oisconnect swrtci DRAWINGS:
> [oomocver a ELECTRICAL
-,, PENDANT LIGHT XTURE Spee || » PLAN
| TRLEVSION = =
Toy | WTERNET
& [tow vourace
@ |PusH eutt0n
zag] 008 ek CHINES Fro AVOID MSTAKeS DURING CONSTFUCTION. ANT]
© [DUPLEX OUTLET. 4 SWITCHED DISCREPANCIES BETWEEN THE PLANS SHALL BE|
$ | 4-way SwmTCH
(G=|LOW VOLTAGE PANEL
REVISIONS:
—
peuta: | _OATE: REVIEWER:
ELECTRICAL PLAN A
N =< A
THE DWELLING MUST BE PROVIDED WITK HEATING AND
COOLING CAPABLE OF MAINTAINING A ROOM TEMPERATURE
BETWEEN 70 AND 90 DEGREES AT A POINT 3 FEET ABOVE
THE FLOOR, AND 2 FEET FROM EXTERIOR WALLS (IRC
303.9 AS AMENDED)
\GE TEST OR ROUGH—IN DUCT LEAKAGE TEST WiLL
BE FERFORMED, PER SECTION NI1022 2
THE WHOLE HOUSE MECHANICAL VENTILATION IS REQUIRED, PER
SECTION N1103.5 AND TABLE M1507.3.3.(1)
THE FAN MOTOR FOR THE MECHANICAL WHOLE HOUSE FAN
TO COMPLY WITH MINIMUM EFFICACY RATINGS, PER TABLE
1102.5.1
THE BLOWER DOOR TEST 1S REQUIRED, PER SECTION
N10.
W41502.1 GENERAL _ORVER EXHAUST SHALL EE INDEPENDENT
OF ALL OTHER SYSTEMS, AND SHALL CONVEY THE MOISTURE
TO THE OUTDOORS
1902.2 DUCT TERMINATION. EXHAUST. DUCTS SHALL TERMINATE
ON 3)
SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS
SHALL NOT BE INSTALLED AT THE DUCT TERMINATION.
1502.3. DUCT SIZE. THE DIAMETER OF THE EXHAUST DUCT
SHALL BE AS REQUIRED BY THE CLOTHES DRYER'S LISTING
AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
M1502.4. TRANSITION DUCTS. TRANSITION DUCTS SHALL NOT BE
iS, NOT TO EXCEED
FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH
5BA
1502.5. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM
O.016-INCHSTHICK (0.4mm) RIGID METAL DUCTS, HAVING
SMOOTH INTERIOR. SURFACES WITH” JOINTS RUNNING IN THE
DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE
CONNECTED ‘WIT, SHEET-METAL SCREWS OF FATTENING. MEANS
WHICH EXTEND INTO THE DUCT.
41502.4.4.1 DUCT LENGTH. THE MAXIMUM LENGTH OF A
CLOTHES DRYER EXHAUST DUCT SHALL NO EXGEED 35 FEET
(7620 mm) FROM THE DRYER LOCATION TO Wal,
SOG TERMRUSTON, THE MARIMUM LENGTH OF THE Duct SHALL
BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 degree (0.8
rad) BEND AND 5 FEET (1524 mm) FOR EACH 90 degree (1.6
rad) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT
DOES NOT INCLUDE THE TRANSITION DUCT.
REFRIGERANT CIRCUM ACCESS PORT CAPS SHALL BE FITTED
WITH LOCKING—TYPE TAMPER RESISTANT CAPS OR OTHERWISE
SECURED TO PREVENT UNAUTHORIZED ACCESS,
WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE
DESIGNED, IN ACCORDANCE WITH SECTIONS M1607.5.1 THROUGH
M50
M1507.3.1. SYSTEM DESIGN. THE WHOLE HOUSE VENTILATION
SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY OR
EXHAUST FANS, OR A COMBINATION GF SUCH, AND ASSOCIATED
DUCTS AND CONTROLS. LOCAL EXHAUST OF SUPPLY FANS ARE
PERMITTED TO SERVE AS SUCH A SYSTEM. OUTDOOR AIR DUCTS
CONNECTED TO THE RETURN SIDE OF AN AIR HANDLER SHALL
BE CONSIDERED TO PROVIDE SUPPLY VENTILATION.
Mi507.3.2 SYSTEM CONTROL. THE WHOLE-HOUSE MECHANICAL
VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROL THAT
ENABLE MANUAL OVERRIDE.
M1507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE-HOUSE
MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR
‘ATA CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED
IN ACCORDANCE WITH TABLE M1507.3.3 (1)
HEGHANICAL LEGEND
‘AR DROP FROM CEILING
Q@yentiLaTion
» OaTnG worse
reans AE Mot Sout
Qerearances cL x
[Boscom
scissor
Bsass0 >
AIR_HANDLER/ _
Gas FURNAG!
30"
cin ‘6F"930" Lone)
}CONDENSATE,
Rains
3/88 “Mu
NOTE:
LUMINAIRE AT OR NEAR THE APPLIANCE SHALL BE
PROTECTED FROM DAMAGE BY LOCATION OR LAMP
GUARDS
1. CLEARANCES FROM COMBUSTABLE MATERIALS FOR GAS FIRED FURNACES
MUST GE AS SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND APPLICABLE LOCAL BUILDING CODES. (A)
2 VENTILATION — THE NET Free VENTILATION AREA SHALL NOT OC LESS THAN
1/150 of tha ars
EXCEPTIONS: AREA way Bt 1/300 oF Swe AREA
VENTLATED. PROVED) SO: PERCENT Of THE REQUIRED VENTILATING AREA. IS
PROVIDED BY VENTILATORS OEATED IN THE UPPER
YENTLATED ike LEAST.
THE NCE OF THE “heQuineD
D BY EAE OR CORNICE VENTS.
REQUIRED "ATNC VENTLATION ‘“ENCEEDS REQUIREMENTS, FOR FURNACE
COMBUSTION AIR. (A)
3. WORKING SPACE — A WORKING PLATFORM must NOT be LESS
THAN 30 Inches in depth FOR THE ENTIRE SERVICE SIDE OF THE
FURNACE WITH A minimum height of 30 inches heod clearance.
4, access platform — the access platform must be © minimum
of 24 inches wide continuous
floor not mare than 20 feet in length unless the entire AIR
TABLE M1507,3.3(1)
REQUIREMENTS.
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE
HANDLER /furnace can be serviced from the attic access
‘opening.
s,cmake, provisions fer proper insulation to be installed under
the platforms when required
5, access opening — attic openings and passageways to the
AIR HANDLER /furnace must be 30 INCHES X 30 INCHES.
execption: the access opening into the space may be 22
NUMBER OF BEDROOMS:
inches by 30 inChes provided the largest piece of equipment
can be removed through this opening.
OWELUNG UNIT 23 4-5
6. attic light ~ permanent 120—volt receptical outlet and
lighting. finture controlled ‘by a. switch located’ ot. the required
in
(fue eA rT
passage woy opening shalt be provide at or neor the All
HANDLER /furnace.
«1500 45 60
7. te drains — 9 secondary drain pan must be
installed under the coll section to pravent damage to. the
i501 3000 0 @
ceiling below. the secondary drain must be installed with a
3001=4500 75 30
minimum grade of 1/8 inch per 12 inches of herizontol run and
he must
be located at or near the AIR HANDLER /furnace.
4501-6000 90 105
6001-7500 0 120
9. vents— type b vent, size per furnace manufactures
specifications, vents must termincte in accordance to um-c.
>7500 135
requirements provided they ore at least & feet from any vertical
wall of 45 DEGREES or more and terminate not less that 2 feet
higher than the highest point they pass through. (A)
10. if fumace is located below scissor truss the recommend
LQUIMENT SCHEDULE
insulating proceedure is along celling LINE below the furnace not
along scissor above to provide proper combustion AIR with out
COMPROMISING the integrity of the thermal envelope by
Penetrating it with combustion ducts. (A)
MODELE Tons: | MANUFACTURE:
ASPTBIDIA GOODMAN
oSx140801 GOODMAN
20 GA. EXHAUST CAP
18, SA, GALVANIZED.
4° DIA. GALVANIZED
STEEL DRYER VENT
UPTO ROOF.
FLEX CONNECTOR
TO ORYEI
ed
¢~CLEANOUT
y H & CAF FINISHED
£7 tUOOR
CLOTHES DRYER VENT DETAIL
KEYNOTES QO
DUCT INSTALLATION TYPICAL
3. SCEND HaNbut Above
INSULATION
4, DRAW BANI
& Regusnea, FLEXIBLE DUCT
TO DIFUSSER MAX 4” STRAIGH
OPTIONAL DUCT
onecion ee
(CEUNG HAST FAN
BACKDRAET DAMOER
NOTE: \ FINISHED CEILING
REFER TO £1.0 FOR FAN LOCATIONS.
INSTALL EQUIPMENT PER MANUFACTURER'S
RECOMMENDATIONS
CEILING MOUNTED EXHAUST FAN DETAIL
mage
tT
ANGLE CUP #83060,
wm 1/4" DA LAG BOUTS
FLEX. CONNECTION
(vr)
SUPPLY
uct
oe HANGER, 3/8
REFRGERANT UNES Fiiedo Sova wr
CONDENSATE ORAN Inert
CONDENSATE OF ORAL P1000
RAN PAN
MOUNT INDOOR UNIT AS TIGHT AS POSSIBLE
70 BOTTOM OF STRUCTURE
12x12
bay at 8
AIR HANDLER UNIT DETAIL - ATTIC MOUNT
ang
PRI
"SECONDAF
1
23 EC NS
\
Sy
DESIGNER:
S
8
z
IN w
RY 7 3
& 2 8
SS = 08
S BSE
S Bees
= Sates
Oe a
SS Suge
e258
> GBZ2536
S re
S gta
PROUECT:19.205
Ss
3
a
Qa =
= uw
So:
yS z 8
& e 3
& wD
QS 82
LQ 5 2
2
S 2-<
. ge2s
ESE
«3
~ Boe 8
DRAWINGS:
MECHANICAL
PLAN
TO AVOID MISTAKES DURING CONSTRUCTION ANY
REVISIONS:
DELTA | DATE: REVIEWER:
Turn Down
Into’ Vent
Flangeed Flashing Sleeve Extend VIR Thry Roof at
Min. of 1'=0" above
Finished Roof and a Min.
Sheet MIL. Pitch Dam, of 1'-0" fram any vertical
surface.
Roofing Plies
KITCHEN SINK
ean Lae om
LcHROME CAP
See Arch. Drawings
For Roof Construction
Vent Size as
Noted on Plans
VENT THRU ROOF DIAGRAM
May extend as o
woste or vent
Chrome Wallcover
en Plugged Tee With
‘Cleanout
Belance of Piping
1/8 Cl. Bend Sorae,gg Cleanout
()
DISHWASHER
DRAIN, HOSE
HOSE To
SINK” TRAP
DISHWASHER HOSE BIB
AN AIR GAP FOR THE DISHWASHER IS VERY
IMPORTANT TO PREVENT BACKFLOW.
HWR LINE IN ~ SEE
PLAN FOR SIZE AND
ROUTING.
HW LINE OUT— si
PLAN FOR SIZE AND
ROUTING
‘CW LINE IN — SEE
PLAN FOR SIZE
AND_ROUTING
-AQUASTAT ~
i SET AT 105"
WALL CLEANOUT DIAGRAM (WCO)
HIGH WATER
sam vet ue uve, ey oF
G SINK OR THE
FTING Nf rossatz ‘COUNTERTOP
Lent
x VENT UP WALL
‘CLEANOUT CLEANOUT
r a ISHED FLOOR
Tt
WASTE BELOW FLOOR
TWO-WAY CLEANOUT DETAIL
WATER HAMMER:
ARRESTOR
@ cuck =—|
CLOSING
VALVES, K DISHWASHER
a WASHING MACHINE
ROUGH-IN. UNIT
HOSE 3188
SUPPLY
FITINGS — 2° STAND PIPE
12" x 12" ACCESS
APPROX, 36” AFR
FINISHED
“CP RECIRC, PUMP.
SEE PLUMB.
a —— |
CONT. MIN. 6" W/
MAX HEIGHT OF
12” ABOVE GRADE
GALVANIZED STEEL.
DRAIN PAN, DRAIN
TO EXTERIOR
ELECTRIC WATER HEATER DETAIL
FOOT VENT BELOW FLOOR,
SLOPE AT 1/4” PER FOOT
SUPLY FIXTURE COUNT
FIXTURE FIXTURE,
UNIT
EXIST. VALUE
TYPE OF FIXTURE OR
GROUP OF FIXTURE
[BATH TUBCWITH/ WITHOUT
OVERHEAD SHOWER
CLOTHES WASHER
FULL BATH GROUP WITH
BATHTUB (WITH_OR
WITHOUT SHOWER HEAD
OR SHOWER STALL
HALF BATH GROUP
PANEL |(WATER CLOSET &
|LAVATORY)
Rose ete (NCLUDE ONLY
B
ITGHEN GROUP
(DISHWASHER AND SINK
WITH OR WITHOUT
GARBAGE DISPOSAL)
KITCHEN SINK.
BAR SINK
“AUNDRY GROUP
(CLOTHES WASHER
‘STANDPIPE AND LAUNDRY
WASHING MACHINE HOOK-UP DETAIL
lug W/Counter [orHeR
Finish Grade, Howel Siocth@ taser Pras w counter Lee
\ \ | Sunk Head
Long Radius, é . Long
Creede <P cl
Cl. Waste-tine”
Ben
Waste Line 1” WATER METER
= DEVELOPED LENGTH FROM METER
(TUB) LAUNDRY TUB
VATORY
[SHOWER STALL
KITCHEN SINK
P2708 3 SHOWER CONTROL VALES.
INOMOUAL "SHOWER NO TUB/SHOWER COMBDATIN VALVES, SHALL
SE FQUPPED WTH CONTROL VALVES OF THE PRESSURE-BWLANCE,
‘THeRUOSTATC LNG oR COMBRNA TO
[WATER CLOSET (TANK
Radius 1 1/4" BUILDING SUPPLY
FARTHEST FIXTURE = 205'—0
Two-Way Cleanout
10 Grade Biagram (COTG)
GREATER THAN 40-49 PSI
PRESSURE
PRESSURE-BAANCE/ S-MNG VANE TYPES WHA HGH
LMT STOP M ACCORDANCE WTH ASE 1016 OR CSA BI25. THE HGH
Wut stop “SUL” GE SET TO. LMIT_WATER TOUPERATURE TO A
WOW OF T2UF (7c). N-UNE THERMOSTATIC VALVES SHALL WOT
BE SED FOR COMPUANCE WT THIS SECTION
2903.5 ¥ATER HAMMER
THE FLOW VELOCITY OF THE WATER DISTRBUTON SYSTEM SHALL BE
CONTROLLED TO REDUCE THE POSSIILTY OF WATER HAUMER, A
WATER-HAUMER ARRESTOR SHALL BE STALLED WERE
QUEK-CLOSNG WAVES ARE USED, WATER-HAUER ARRESTERS,
SHALL BE INSTALLED WW ACCORDANCE WITH MANUFACTURERS
SPEDIACATONS
WATER-HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010
P29024.3 HOSE_ CONNECTION.
CONNECT SHALL BE PROTECTED Br av ATUOSPH
(OR PRESSURE-TYPE VACUUM BREAKER OR A PERMARENTLY ATTACHED
‘HOSE CONNECTION VACUUM BRENCER,
OTE: WATER HEATER DISCHARGE PPE THES PPE SHAM. TERMINATE
OTE WORE THAN 12" OR LESS THAN 6° ABV, FRVSH FLOOR
KITCHEN SINK
WATER SCHEMATIC
HOSE BIE
SS /
™~
SY,
DESIGNER:
8
3
Pd
\ 4
*& 8
& a =
~ 28
°
SS wee
No oys
RY EBBa
S BSa>
SS 2*Bs
eas
= eg
Seee
~ 3553
> G238
S Bez?
§ ares
ztowa
PROJECT:19-205
Ly 2
SJ 3 3
S g =
% ey
ja =
wi a
S g 8
S e 4
a oO
eo
S g 2
S 2.2
= S85
225
GY wo
n~ Zz g
S aeo 3
DRAWINGS:
PLUMBING
SCHEMATIC
| PLA |
sctePanles BEIMEEN THE Pans Sout Be
PORT To Tie OWNER AD GEER
eoMTAcTOR TN WET efor Prost One|
IM OROER TD. MID” MSTA" REAB. A
ies AL pons 0" os srt
Re
REVISIONS:
DELTA: DATE: REMEWER:
A a a
A —
A _ a
SHEET:
V2" ROOF SHEATHING ———— ceed SBLOCKING ie
os ros worssex . : = =
sivPson A356 AT eEereumaran noes = =aaom ated y
rT ‘245 DOUBLE L 1 if Leo 4 a J
2SHEETS OF F TYPE“ , See ran Ah AND TOU c , SS
TRUSSES AND NAILED 7 t if Ss
wami2 LONG we i i ; | = : NX
SOREWS 6°O.. i Ania = : ws
BOARD AND FOAM CONTROL ESR #1006.
‘TYP. AT GABLE ENDS,
DOUBLE TOP PLATE,
SIMPSON A35 AT EACH SIDE OF BRACE
{2 GYPSUM BOARD SAG RESISTANT
{r GrPSi saa SAG RESTANT
DESIGNER:
BME RS FASCIA
‘SIMPSON H2 SA Ei
stucco 2SHEETS OF TYPE -
on vine Mes
overs roa axsruns@ 16 0¢
25° LONG W! SCREWS 6 OC
(OVER 158 FELT
eR Ass 2 STUDS @ 160.
icc #2729 STUCCO SYSTEM ICG 2728
22 |'HR RATED GABLE END (TYP) 21| 1HR FIRED RATED EAVE
A — —
A ae a
FRAMING PLAN
8
B
N
<=
& uj
Qe z
Qe Fd
NS jos
4
& e 8
lo]
3
fomacroee ROOF PLAN NS age
EDGE NAILING oy
POST SCHEDULE LEGEND ay 225
~ 2a FULL DEPTH SOLD ELK Wa) TD me : SS GBL2eg
4637 EA BLK TOPLATE jae JL Hus /HHUS/HGUS agege
SIMP.H2. 5A EA JOIST TOD. (2) 2x4 SS zYwe
Pune = = & 36
aio RArTERS @2¢ 0F.#2 enrect Witiianelsnio = HOO NS Sage
FLASHING (3) 2x4 $ PS = 2
BEAM SCHEOWLE ATTIC VENT CALCULATION = 8 z° a
(2) 2x6 1,590 SQ. FT, /300 = 8.3 SQ. FT. REQUIRED NS BSz8
(2) x6 [eR BLOCK 37 X 0.086 = 244 (LOWER) S Gita
paeesorhnre 3H x 12 GLB. OHAG VENTS 1X 0.49 = 0.49 (LOWER)
TRUSSES AND NARED WITH 5 FxI2" GLE 18x20" RECT. VENT 2X15 = 3 (UPPER) PROJECT:19-205
2E"LONG W SCREWS 6° OC @ fu03 F GLa (exPOseD) TOTAL = 6.55 SQ. FT, PROVIDED
| Seonueean serene B46 (POSED)
2X4 snus @ 1606.
{ we 5
S 8
RS a 8
(2) (a) (2 S é@
(ey S02
: “peel a S 83
uw
— = = a 8
; | © 2 z 3
i| © S 26
: S 5 B
' = 256
(1 SS gee
! Cy, zee
KS a B
2X10 RAFTERS @ I 20
~ Le 38
- Zo q&
I ‘© 5&2 8
= DRAWINGS;
A FRAMING PLAN
ROOF PLAN
rail {TO AVOID MISTAKES DURING CONSTRUCTION ANY]
fo} DISCREPANCIES BETWEEN THE PLANS SHALL SE]
z= REPORTED TO THE OWNER
= ICONTRACTOR IN WRITING BEFORE PROCEEDING.
o IN ORDER TO AVOID Moe ioe pared
5
9)
_ REVISIONS:
: DELTA: | DATE: REVIEWER:
3 @
Wa" WDE X 1" DEEP Q4AX) SAWCUT.
(GUT SHALL BE MADE SOON ENOUGH
TO PREVENT SHRINKAGE CRACKING
ry one age
GALV. Weep CONTROL JOINT ~~
EXTENT. OF HEADER ‘SCREED- TYP.
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) FINISH GRADE
FINISH FLOOR
EXTENT OF HEADER i CONCRETE SLAB PER PLAN
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
i . (#4 CONT IN STEM
MIN, 3° X 1-1/4" NET HEADER P
12 SLOFE
ier sore
ars DESIGNER.
6 To 18° P ~——— reinronciic ren PLANS:
FASTEN TOP PLATE. TO HEADER WH pelea ey
‘TWO ROWS OF 16D SINKER. NALS 1900 18“ TYPICAL PORTAL FRAME r Cry _
AT 3 IN. OC. TYP. STRAP. ConsTrucriON ROTTEN GF FOOTING SHALL oe HOLODOWNS,, ALT: BENDS. 5
.\\, 1208 LB STRAP OPPOSTE SHEATANG ‘TOPOF UNDISTURBED SOL —— 8B
> usTas Wh 5-0'OF FOUNDATION y
= <
"\\ FASTEN SHEATHING TO HEADER WH 8D coMMOK Hl
& OR GALWANZED GO NALS IN 31M. GRID FoR A PANEL SPLICE (F g [TYPICAL FOOTING AT DOOR OPEN'G 5 | CONTROL JOINT 1 | TYP. LAPS AT CORNERS \ bs]
gs ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. i SCALE: NTS SCALE._NTS AND INTERSECTIONS SCALE _NTS & zx
2 | NALED x Qe 9
ou #-00NG SLABON ABE 5 a
se L— su, uaiort = 16 01, FOR ONE STORY, Ls BLOCKING A en acon entsoun ys
2 LENGTH = 24 IW. FOR. USE IN THE FIRST OF ron \ & oa 8g
SrmticTuRes. 1 O.C. NALING TS op sr . > 8
REQUIRED IN EACH PANEL 4 j 2x WOOD STUDS @ 16°06 Zz 8
Duin. 2x4 reac Ebee oo a 32d
=
NK s/e in, mckness wooo WIN, DOUBLE a N SS QBe
STRUCTURAL PANEL SHEATHING ‘2K4 POST———- MAX FROM EA END. iS 9 Pred a
MIN, 4200 L8_TIE-DOWN DEVICE (EMBEDDED INTO | iat. 1000. U8 = ~ Ray 532,
WiGRETE_AND'NAILED INTO FRAMING). TE-0WN DEMCE es EXPANSION BOLT toe Ma SS Geese
SIMPSON STHDI4 sot #4 CONT. TOF & 80TTOM esas
SUB PERPLAN SS anes
HF" © ANCHOR BOLT W/ 2°x2"%q)" PLATE WASHER ema RE IASE 3] cw of Zz 7
oo
we S 22 zZ z
— > Z@zZz35
SEE SECTION R602.10.6.2 AN reuig
PROJECT: 19-205
NATURAL GRADE VERTICAL BARS @ 48" 0.6
——— CORNERS, ENOWALLS.& @)
ee mcuDGN LOCATIONS
: S
10 | ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING METHOD PFH 6 | CONCRETE SLAB 2 [BEARING WALL MONO FOOTING QQ o 8
SCALE: _NTS S 3
a
. 7 — Ss a
2xSTUDS @ 106 MAK AS wou
& 4
‘2K CONC. PRESSURE or =<
TREATED PLATE ATTACHED Ww a
SHEATH ALL EXT. WALLS W - ziwcoostuss @1roc-uNO | smpsoNKa 6A @ coRNER inane BATE a go
Iason de" aba SHEATHING 2 Ton ao 50" feM oF S
Wesge Oc. see srecs supsonnsps@at'oc onsvery | BOSTLOCATE AT BOTTOM AL WEEP SCREED SETMIN + © a
SfaRo brUD Tor Avo BorToM Oren i werooennerrs “ oO
280 caLy weer 2x CONT. PRESSURE TREATED PLATE We | UNDISTURBED SOIL S 5 wu
ear aD x 10 LONG AB'S @ MAK3Z-OC. S i <
‘VERTICAL LEG 5° ‘WEMIN 7” EMBED INSTALL W#TH NUT CONC. SLAB, PAVERS OR. = bE
FROM GRSOE AND WASHER: MN, @) BOLTE PER PECE Z NS 2 5
SNe wax Frou EA ENO a 2
FMngH GRADE wy a &
SS z=
2
FINISH FLOOR = o8S5
ee
(CONCRETE SLABPER PLAN Sas
ELS
en #econr es
sacioseo nes GFW w
arse ~ ae 8
S 228 3
#.VERT @ CORNER 622 2
saveRt @ 480.6, CORNER, e
Somuenogg oa DRAWINGS:
BOTTOM OF FOOTING SHALL _ ~ “
CewN FeMIN. BELOW {y24 CoN FOOMNG NOTE: VERTICAL 8 HORIZONTAL REBAR SHOWN FOR
to ot UncimunaeD oo omen Facteur cunsdces vty Use Ou new SoECIED On STRUCTURAL
‘Win 60° OF FOUNDATION FOOTING STEM SCHEDULE IN PLANS
OSE DETAILS
7 | TYPICAL EXTERIOR MONOLITHIC FOOTING j TYPICAL COLUMN FOOTING ne
‘SHEATH ALLEXT. WALLS Wr 2 WOOD STUDS @ 1 OC. -UNO
12" OR3IB" APA SHEATHING
Wi8d @ 6°00, SEE SPECS SIMPSONRSP4 @ 48° OC OR EVERY HALT xufesR2269) CONCRETE ax woop sTu0s @24°
THIRD STUD TOP AND BOTTOM NAL 25LONG 46" OC MIN. 1” Oc -UNO.
24 CONT. PRESSURE TREATED PLATE We eeaanihlbdiieelaiatd
AIZDIA.x 10° LONG AB's @ MAK 27" OC. CONG SLAB PER PLAN
ay weer \WIMIN 7" EMBED INSTALL WITH NUT
AND WASHER. MIN, @) BOUTS PER PIECE
‘AF MAX FROM EA END
VARIES CURS
peta: | DATE: REVIEWER,
FINISH FLOOR,
concntre so FER PLAN A =
AVERT. @ 4" OC, CORNER,
END WALLS AND 2) @ i SHEET:
BOTTOM OF FOOTING SHALL ‘HOLDOOWNS,, ALT. BENOS |
BE MIN. 1:8" MIN. BELOW ()4CONT im FOOTING
‘TOP OF UNDISTURBED SOIL
WIN §-0' OF FOUNDATION i
EDGE
g [TYPICAL MONOLITHIC FOOTING @ GARAGE
SCALE: _NTS
4 |[NON-BEARING, INTERIOR WALL
ROOF SHEATHING
PER SPEC
2 SOLID BLOCKING
@2roc wSmP
NOTCH soxsTs:
FOROURLOOK,
NOTCH TOBE SHUG
101 @s OC
FASCIA PER ARCH
TTTTTT TTT
16470 A
| oF
SEE ARCH
BL JOIST
ATNOTCH
WOOD BEAM PER
FRAMING PLAN
ONT BLOCKING
DOUBLE TOP PLATE,
La,
a STUDS @ OC
"SIMPSON" H2 5A HURRICANE TE ros 6 nooroEox
‘SEEFRMUNG PAN FO DECK
ating So-EO0LE
SaNAILS @O'CC INTO
BLK'G wiSCREENED VENT
HOLES 8S 160 TOENAILS
ito FoR PLATE |
LeRerae ROOF
TRUSS. SEE
FRAMING PLAN AND.
MANUFACTURER'S
SHOP DRAWINGS
2X6 DOUBLE TOP PLATE
BARS FASCIA
R98 BATT INSULATION
wegypsangon0,
SAG RESISTANT
BUILT-UP PR SOLD
ALT. BEAM LOCATION POST SEE
SEE FRAMING PLAN FOR
SiE-UNO.
FRAMING PLANUNO
4 STUCCO ON WIRE
MESH ON TE P'S. FOAM
CQVER 168 FELT ICC #2720
GIRDER TRUSS SEE.
‘SIMPSON HUS25 OR LUS2¢ MANGER &
EACH TRUSS TO GIRDER UNO
"SEE ROOF FRM PLAN
2X BLOCKING BETWEEN TRUSSES.
B-TYPE AT RATED CEILING AND
SCREWED TO PLYWOOD
ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL 2
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4 | WINDOWAND OR DOOR HEADER, KS. SCHEDUEL
FTO AVOID MISTAKES DURING CONSTRUCTION ANY]
DISCREPANCIES BETWEEN THE PLANS SHALL BE
REPORTED TO THE OWNER AND GENERAL!
ICONTRACTOR IN WRITING
IN ORDER TO AVOID MISTAKES READ AND]
CHECK ALL PLANS AND BIDS BEFORE
ICONSTRUCTION.
REVISIONS:
ata] DATE: REVIEWER:
NAILING SCHEDULE. TABLE 23049.1 FASTENING SCHEDULE
SHEATHING
‘BQQE SHEATHING
ROOF SHEATHING SHALL BE 15/32" CDX STD. GRADE SHEATHING (5—PLY) W/ EXTERIOR GLUE. SPAN INDEX RATIO
32/16 W/ STAMP OF APPROVED TESTING AGENCY ALL ROOF SHEATHING SHALL HAVE: Bd COMMON AT 6” 0.C. AT
EDGES, BOUNDARY, BLOCKING. LEDGERS, SHEAR WALLS AND PLATES, 8d AT 12° 0.C. AT INTERMEDIATE FRAMING
MEMBERS. USE FSCA OR PSCL CLIPS AT 24° 0.C. AT EDGES NOT DIRECTLY OVER TRUSSES/JOISIS. CLIPS TO MATCH
SHEATHING THICKNESS
STRUCTURAL NOTES
‘CODE: 2018 18C/IRC
DEAD LOAD: 24 PSF
ROOF LIVE LOAD: 20 PSF DEFLECTION: L/240, L/360 LIVE
FASTENING
SBE COMMON
. A927 OAX A LONG 16d SINKER
23 x0.191 NAILS: TOENALL 162" DIA X 3112" LONG 148" DIA. ALL NAIL TYPES
2:63 COMMON $40: DIAXT LONG | xasuer LONG NOT SPECIFIED
2.7 10131" NALS TOENAL TS OIAR2 Ve"LONG tog sinKER. SHALL BE
3:84 COMMON 12 DIA x COMM
3:86 COMMON FACE WAL
2-184 COMMON ‘BUND AND FACE NATL
76a AT 16° OC 300051 | «000 Psi | sooo PSI | _s00eG | soo Psi | 4000 PSI | SOOO PSI
SF XOAMNALS ATE OS TYPICAL FACE NAIL 7
SOLE PLATE TO JOIST OR BLOCKING AT BRACED 318d AT 15°C.
WALL PANEL 45" 4 0.131" NAILS AT 16" BRACEO WALL PANELS 2
7 TOP PLATE TOSTUD 7-164 COMMON Ea
EJ
6
‘CONNECTION
TJOBTTO SIL OR GIRDER
TOCATIOW NALOZES
2778" LONG
@ BRIDGING TO JOST
3x6 SUBFLOOR OR LESS TO EACH JOT
FLOOR SHEATHING “4 WDER THAN 1" x6" SUBFLOOR TO EACH JOT
FLOOR SHEATHING TO BE 3/4” TONGUE AND GROOVE UNDER-LAYMENT. (48/24) GROUP 1 W/ EXTERIOR GLUE WH _ [52 SUSFLOOR TO JOIST OR GIRDER
‘STAMP OF AN APPROVED TESTING AGENCY. ALL FLOOR SHEATHING SHALL HAVE: 2 1/2” LONG SIMPSON WSNILZ125. 67 c
0.¢. AT EDGES, BOUNDARY, BLOCKING, SHEAR WALLS, GEAMS, AND PLATES, 12° 0.C. AT INTERMEDIATE FRAMING eS
MEMBERS
FACE WAIL
HOOK EMBEOMENT EXTENSION STRAIGHT BAR
DEAD LOAD: 25 PSF (WOOD OR CARPET) (15 PSF_T.C. DL, 10 PSF B.C, DL)
FLOOR LIVE LOAD: 40 PSF: DEFLECTION L/300 TOTAL, L/480 LIVE
WIND DESIGN DATA:
1 BASIC, WIND, SPEED (S-SECOND GUST) ~ 115 MPH, EXP B
2, BUILDING CATEGORY —
WALL/SHEAR SHEATHING
EXTERIOR WALL AND SHEAR WALL SHEATHING TO BE 3/8” OR 1/2” APA RATED SHEATHING W/ SPAN INDEX RATIO
24/0 W/ STAMP OF APPROVED TESTING AGENCY. BLOCK ALL PANEL EDGES ALL WALL SHEATHING SHALL HAVE: &d
COMMON NAILS AT 6" 0.C. AT EDGES, BOUNDARY, BLOCKING, LEDGERS, SHEAR WALLS AND PLATES, Bd AT 12° 0.0,
AT INTERMEDIATE FRAMING MEMBERS,
33" 40.131" NAILS, END NAIL
“4-84 COMMON
43 0.131" NAILS. TOENAIL cy
218d COMMON 2 55
33°x0131 NAILS. END NAIL
3 DOUBLE STUDS 164 AT:
3x 0.131" NAILAT BOS
184 AT 16° OC.
3x0 1ST NAILS AT 12700
18d COMNOI
42.9 0.191" NALS
‘3-164 SINKER
STUD TO SOLE PLATE
GENERAL CONSTRUCTION NOTES:
GENERAL REQUIREMENTS METHOD OF CONSTRUCTION:
THE CONTRACTOR SHALL. BE, SOLELY RESPONSIBLE, FOR, CONSTRUCTION MEANS, METHODS,
TECHNIQUES, “SEQUENCES AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE
MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
TYPICAL DETAILS
ULES NOTED OTHERWISE, DETALS ON STRUCTURAL DRAWINGS ARE TYPICAL AS INDICATED
GY CUTS, REFERENCES, OR TILES, ALL DETAILS SHOWN SI IMPORTED INT‘
PROJECT AT ALL APPROPRIATE LOCATIONS, ETE | Seeemcnuty INDICATED. OF NOT.
TYPICAL DETAILS MAY OR MAY NOT DOCUMENTS, BUT SHALL APPLY
Ay ALL LOCATIONS, UNLESS. NOTED OTHERWISE. WIIERE. NO DETAL, CUTS ARE. SHOWN,
‘STRUCTION CONFORM TO SIMILAR WORK SHOWN ELSEWHERE ON THE PROJECT,
oe S00, "punroses WHERE ANY SHOWN MEMBER OR STRUCTURAL ELEMENT IS NOT.
DOCUMENTS, THE LARGEST SIMILAR MEMBER USED IN THE PROVECT SHALL
eS
EMBEDMENT LENGTH IS BASED ON 2 172" MINIMUM SIDE COVER AND 2" MINIMUM END
FACE MAIL Cover
TRUSSES
ALL TRUSSES MUST BE DESIGNED FOR THE LOADS SPECIFIED UNDER DESIGN CRITERIA
|. ALL TRUSSES TO BE FABRICATED BY AN ARIZONA APPROVED FABRICATOR.
AUL GIRDER TRUSSES, SHALL BE 2—PLY MINIMUM WITH A BOTTOM CHORD COMPOSED OF DOUGLAS FIR LARCH
DESIGNER:
70 DOUBLE TOP PLATES CONTACT STRUCTURAL ENGINEER IF CENTER TO CENTER SPACING OF REINFORCING IS
LESS THAN OR EQUAL TO3 BAR DIAMETERS <3 Db OR 2 Db CLEAR SPACING BETWEEN
BAR
TYPICAL FACE NAIL
DOUBLE TOP PLATES
LAP SPLICE
S
WHERE CLEAR COVER <db, MULTIPLY EMBEDMENT AND STRAIGHT BAR DEVELOPMENT BY
15
TOENAIL
T1_BLOGKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
12 RIM JOIST TO TOP PLATE BAATE OG,
30.191" NAILAT EOC.
2G 148
16d COMMON
EMBEDMENT IS THE LENGTH FROM EDGE OF CONCRETE TO THE BAR HOOK, EXTENSION
IS THE LENGTH OF THE BAR FROM THE END OF THE BEND.
SUaMITED AND SEALED EY AW ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE 1s
CUTTING OF TMUSSES 1S NOT PERMITTED. ALL TRUSS REPAIRS MUST BE APPROVED BY THE ENGINEER OF RECORD,
DRAG TRUSSES MUST BE DESIGNED FOR THE REQUIRED DRAG LOAD AS SPECIFIED ON THE FRAM
TOENAIL
ALL GABLE END' WALL TRUSSES SHALL. BC FULLY SHEATHED ON ONE SIDE W/ 5/8. APE. RATED SHEATHING NALED [= On PLATES.LAPS AND INTERGEGTIONS
rn ‘SHALL NON iS NAILED i
WaT (130° DA 2° LONG) AT EDGES ANO BOUNDARY AND 12° FELD. MANIMUM SPACING OF VERTICALS WN “2 CONTINUOUS HEADER, To PIECES
GABLED END WALL TRUSS SHALL BE
TRUSSES. SHALL BE DESIorizg TO SUPPORT SOLAR PANELS FOR BOTH UPLFT AND OOWNWARD FORCES AT A
SINGLE POINT. MINIMUM 2-350# (WIND) MOVING POINT LOAD
FACE WAIL
16 OG ALONG EGE
GR 6OSTL
‘CONG FSI
BAR LOS.
(CLASS B TENSIONS SPLICE LENGTHS
fe = 5000 PS)
Tor [REGULAR] TOP
18 24 7 Ey
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REGULAR
38d COMMON
Sx 0.191" NARS
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TOENAN.
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OISCREPANCIES: TE CONTRUCUS HEADER TOSTUD “84 COMMON TOENAIL c 7 ® o 6
SONOTIONS, Wm ARCHITECTURAL RAWINES PRIOR 70) START CONSTRUCTION. THE FRAMING I, CEILING Scns LARS OVER PARTIIONS| eeccuen al = = 2 8
CONTRACTOR, SHALL INFORM THE ARCHITECT _OR ENGINEER OF Ar QISCREFANGES, OR ey sinErST an SOE Soe RUG RORESTSTL. be Sx Otay nal eee Ea Ea ca S 248
OMISSIONS. NOTED ON THE ORAVINGS, ANY, SUCH DISCREPANCIES, OMISSIONS, OR VARIANON “ NISCELLANEOUS FRAMING WALL BE AS MANUFACTURED BY SIMPSON rr « 7
NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOI COMPANY OR APPROVED EQUAL. 18 RAFTER OR TRUSS TO PLATE earring TOENAL = = = S 8 BE
elope MENT. BEARING WALLS TO GE 2x6 O.F. #2 STUDS © 16° 0. AT PLATES UF TO 14'-1" an 12° 0. 75 BOLTUP CORNER STUGS TG COGN IOS Pon y 8 3S a
IN casi 5, MORE cosiLy ENTS, GOVERN FOR BIDDING gre0 191" NALS. woe 3
CURFRATONS Ree Pras, COSTLY, REQURENENTS Gove BIDDING. SUBMIT ‘ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES So BIT ROE SRO EES PASSAIC ATTOPANG BOTTOM TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH 3H
ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING MEMBERS AND BUTT ALONG Bod ATaZOC. CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT S wasg
SHORING: THEIR CENTER LINES WITH PANEL EDGES STAGGERED AND FACE GRAIN PERPENDICULAR 0 SUPPORT. SRGASRNALRATORDD. | STAGGERED ON GrRCNTE Bite UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS, COLUMNS AND aS8
i ‘OR HEADERS OVER ALL OPENINGS IN JOR WALLS — D : WALLS SHALL BE CLASS *S" TENSION SPLICES rw
oe eS ee Se Seren us = as em sone I At ty PME ro cnren anccornemrenonee = en
UVE LOAD FOR THE STRUCTURE. WIDTH OF BEAM/GIRDER — U.N.O. ON PLANS. 722. COLLAR TIE TORAPTER ‘310d COMMON < 2
a 7. ALL FRAMING EMBERS SHALL BE BLOCKED AND GRIDGED PER CURRENT CODE, 492091 NALS FACE NAIL Asnuces must BE FuLLeONTAGT ON MP SPLCE BAS B33
ESTABLISH ANO VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL MECHANICAL 23. JACK RAFTER TOHP 3-108 COMMON TOENAIL = G=A76
PLUMBING AND ELECTRICAL WITH APPROPRINTE TRADES. DRAWINGS AND SUBCONTRACTOR LUMBER 4520/27 NALS AN WW i @
PRIOR TO CONSTRUCTION, 24164 COMMON FACE NAIL aziz
35°20;31" NALS MASONRY: aoa%
DESIGN LOAD ALL SAWN LUMBER SHALL BEAR STAMP OF WPA OR APPR'D. TESTING AGENCY, AND CONSIST OF MAXIMUM _[Sy-ROOFRANTERTOT SY RIDGE SEA 216d COMMON ay 1. CONC, BLOCK UNITS - GRADE N: F'm = 1500 P.S. §$ Siae
I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO VERIFY THE WEIGHTS MOISTURE CONTENT OF 18% AT TIME OF FABRICATION, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE 2703 NAS BRICK UNTS — GRADE A: F'm = 2500 PSI.
OF BULDING MATERIALS. BEING USED INCLUDNG FIUSHES,(E ROOF TiLe/ -LOORNG) CO PRESSURE TREATED 2-104 CoM GROUT ~ 3000 PSH. (DESIGNED FOR 2000 Si), SLUNP MANTANED
Nov EXCEED THE LOADS STATED ABOVE ON THIS SHEET AND THAT DEFLE ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS, AND PLATES TO BE DOUGLAS~FiR. #2 OR BETTER. U.N.O Sorsorarnmns PAeNAL BETWEEN 10 AND 11 INCHES . PROJECT: 19-205
REOUREMENTS. DO NOT EXCEED 1/560, UNE. LOAD DEFLECTION AND, 7240. TOTAL, tow 1 ALL INT. & EXT. BRG. STUDS TO BE OOUGLAS—FIR #2 OR BETTER SPACED PER FRAMING PLAN. UN.O 35. JOIST TO BAND JORT 3-164 COMMON MORTAR — TYPE S 1800 PSL 5
PEELS Eee Rrae Cotrneoe Sn CORRE Te RRR ocean ence a AT NON~BRG, STUDS TO BE DOUGLAS-FIR #2 OR BETTER AT 24” O.C. . 5:9" 0131" NAILS FACE NAIL ALL CMU SHALL BE LAID IN RUNNING BOND WITH CLEAN TOOLED EDcES
SUARTING CONSTRUCTION AND SHALL NOT PROCEED UNTIL RECENING WRITTEN ‘ALL BUILT UP POSTS TO BE SAME GRADE AS WALL STUDS: NAILED WITH (2) 184 @ 12° 0.C. FOR FULL 25, LEDGER STA 3-164 COMMON PROVIDE VERTICAL CONTROL JOINTS MAX 24'-0" 0.C. PROVIDE BOND
DOCUMENTATION OF NEW DESIGN AND’ ALLOWABLE LOADS HEIGHT. 45°50.148" NALS FACE NAIL TAP ACROSS 4°-0" LONG REBAR CENTERED ON BOND. BEAM.
ALL SOLID POSTS TO BE OF #1 OR BETTER.
MISCELLANEOUS TRIMERS SHOULD BE NAILED TO KING STUDS W/ (2) 164 @ 12” OC. FOR FULL HEIGHT.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING THE DESIGN OF MEMBERS AND S
SoANECTONS FOR atv PORTIONS OF THE STRUCTURE NOT INDICATED ON GESIGN ORAWIGS TO WEIRILINDERTHIGe' ELGG CT eed Me beeen ee? UP 19 FOUNDATION WITH BLOGKGNG \y 3
INCLUDED aur NoT SHORING, Fi
MEMBERS . WES, SHORING, FORM WORK, STEEL AND wocD 4x AND 6 SOLID SAWN BEAMS MAY BE USED IN LIEU OF (2) PLY AND (3) PLY BEAMS RESPECTIVELY AS 7 1G MASONRY HORIZONTAL REINFORCEMENT: S 8
$ GLUE LAMINATED BEAMS/COLUMNS (GLB) 5 ao nh
(ONG AS THE BEAM DEPTHS ARE THE SAME AND GRADE DF. #1 IS USED 1. MINIMUM 8” DEEP GROUTED BOND GCAMS WITH 2-#5 REBAR CONTINUOUS
10, ALL LAG BOLTS/SCREWS SHALL HAVE 33% OF THEIR HOLES FILLED WTH EPOXY PRIOR TO ORMING LAG INTO NEST COAT Dous FR/OOUG FR, SECIS 247-48 Fon2t00 FOL 1.26. Se/SP SPEDES It THE. FOLLOWING. LOCATIONS. S g@ <
a V5, Pom: 1 1.56. ES 26F-E2 Fb = w
CONCRETE. SPECIES 30F-E2 3000 PSI’ 2.1, FOR ALL BEAMS EXCEPT SIMPLE SPANS OVER NO ae SE 5 Wy
DESGNED FOR 2860 PSI. UNO, — HOWEVER, MIX OESIONED A : 5 WORE THAN (2) SUPPORTS. WITH NG CANTLEVER ENDS WHERE 24F—v4 WAY BE USED -
ED 4S FOLLOWS: STRUCTURAL STEEL ALL GLUE LAMINATED COLUMN shall 8 24rave er 26°=V5 (anLaneeD) NEWBERe BELOW AND ABOVE ALL OPENINGS (EXTEND 2-0" WN. BEYOND S #
1. CONVENTIONAL FOUNDATIONS - 3000 P.S.. © 28 OAYS, TYPE I CONC, =5 BAG 1, ASTM AQQ2 GRADE SO FOR ALL WDE FLANGE SECTIONS AND AST A-36 FOR ALL OTHER SECTIONS EXCEPT USE ARCHITECTURAL OR ROUGH SAWN GRADE BEAMS WHEN REQUIRED BY ARCHITECTURAL cee eres 9 G
Mi, MAK SLUMP = 4", WAX W/C RATIO. OF 38 AS FOLLOWS, PPE STEEL? ASTW AVES GRADE BOR ASOT) TUBE STEEL: ASTM ASOD GRADE 8 (RY oa PLANS OR WHEN EXPOSED As eEAWS EXPOSED DIRECTLY TO RAIN AND AT ALL at 8-0" OG VERMCALY ge a
2 FLOOR SLABS — 4" THICK W/ 3000 P.SJ. @ 28 DAYS, MAX, SLUMP = 2" PRIOR KS FOR SIZES UP TO 5/8” THICK. ASTA A572 GRADE 50 FOR MEMBERS SPECIFICALLY MARKED ON PLANS EXTERIOR APPLICATIONS WHERE THE BEAM IS NOT COVERED SY SOFFIT FRAMING OR DS NOTED ON PUNNS Eb
TO ADDITION OF ADMIXTURES, USE FIBERMESH 650 OR TUF-STRAND SF MACRO AND SCHEDULES WITH SYMBOL (50) OTHER_ENCAPSULATING. MEASURES MINIMUM. 8” DEEP GROUTED BOND BEAM WITH 1-5 REBAR CONTINUOUS aS Y
ae oS ee BOLTS: ASTM AS2S OR MSO. ALL BOLTS USED WM WOOD SHALL USE STANDARD WASHERS (ASTM Fe4a) CAMBER ALL" BEANS TO THE DEAD LOAD DEFLECTION AS” SHOWN IN. STRUCTURA At THE TOP OF PARAPETS S =
PROVIDE CONTROL JON "0" 0.C. MAX., SAW CUT SLAB WITHIN 6 HOURS: be io 0 44) CANEER ALL BEAMS Sr Po
TROUnNG Ge COMBI! uAC]RAnG GF ayills BERRPEH seers CEepmeeea BOLTS IN CONCRETE (ANCHOR BOLTS) STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM CALCULATIONS. OR PLANS BUT NOT LESS THAN R=5000" HORIZONTAL BARS ARE, DISCONTINUOUS AT ALL CONTROL JOINTS. LAP S EF &
TO EACH OTHER. ” A449) HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO “SNUG TIGHT” CONDITION PER AISC, UNLESS ALL GLB SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 16% AT TIME OF FABRICATION peel BAR 2'—0" WITH #5 BAR WRAPPED WITH BOND BREAKING Wy e SB
SPECIFICALLY CALLED OUT TO BE “TORQUED AND TESTED” BY A CAUBRATED TORQUE WRENCH. OPEN WEB
WALKS & DRIVES - 3000 P.SJ. @ 28 DAYS, NO FLY ASH. MAX, SLUMP = JOISTS PER STEEL JOST INSTTIUTE SEEMFICATIN SLATES T USE ca EO RUE WRENCH OCEN NEB STAGCER SPLICES A MINIMUM OF 60 BAR DIAMETERS, S S 2
PRIOR TO ADDON OF ADMIXTURES, USE FEERMESH 650 OR TUF-STRAND SF SPECICATIONS APPLY (EXCEPT SECTON AY AND CHAPTER N} AND EXCLUGIS SECTNG 5” AND @ OF HE PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS TO MATCH AND LAP 255
MACRO FIBER REINFORCING @ 3 LBS/C.Y., MAX W/C RATIO OF .56. "ASC CODE OF STANDARD PRACTICE. HORIZONTAL REINFORCEMENT A MINIMUM OF 2'~0", x gee
MAXIMUM SIZE OF AGGREGATE SHALL BE 1 1/2” INCH PER ASTM CS7 OR C33. SPECIAL INSPECTION . PROVIDE DURO-O-WIRE @ 16” O.C. VERT. IN HORIZ, JOINTS 9 GAUGE WIRE Sa
SEE LAP SPLICES AND EMBEOMENT SCHEDULE THIS SHEET FOR LENGTHS ALL BOLTS (INCLUDING ANCHOR BOLTS) SHAUL BE "FULL DIAMETER" SPECIAL STRUCTURAL INSPECTION IS TO BE PROVIDED FOR THE FOLLOWING (TEMS IN MIN, LAP REINFORCEMENT 18” ore)
PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I. ADDON TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. 7. LAP HORIZONTAL STEEL MINIMUM 40" ete
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE ALL STRUCTURAL STEEL BE FABRICATED BY A FABRICATOR APPROVED IN| ACCORDANCE WITH 1.8.C. SECTION ALL SPECIAL INSPECTIONS TO SE PERFORMED AS PER THE REQUIREMENTS OF IBC eS
NEED BE VIBRATED ONLY AROUND SLEEVES, DUCTS ANO WHERE REINFORCING IS 1704.2. APPROVED FABRICATORS SHALL MAINTAIN CURRENT CERTIFICATION BY ONE OF THE FOLLOWING MASONRY VERTICAL REINFORCEMENT: ~ Ure 8
REQUIRED. AGENCIES: AISC, SPECIAL INSPECTOR SHALL PROVIDE INSPECTION REPORTS TO THE BUILDING OFFICIAL AND 1. TYPICAL VERTICAL REINFORCING SHALL BE #5 REBAR AT 32° O.C. IN THE ‘oO 2£8 o
NO MORE THAN 30 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND FABRICAIORS NOT CERTIAED BY CNE OF THE ABOVE AGENCIES SHALL SUGMIT WRITTEN PROCEDURAL AND TO THE ENGINEER OF RECORD FOR APPROVAL. THE ENGINEER OF RECORD SHALL COMPLETE CENTER OF THE WALL IN SOLD GROUTED CELLS (UNO) 5BEe @
CONCRETE PLACEMENT UNLESS APPROVED BY TESTING AGENCY,
COLD/HOT WEATHER CONCRETING: PROTECT CONCRETE FROM OAMAGE OR REDUCED
‘STRENGTH IN COMPLIANCE WITH ACI 305 ANO ACI 308,
CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED INDEPENDENT LABORATORY AND.
APPROVED BY THE ENGINEER. TEMS REQUIRING SPECIAL INSPECTION
RECOMMENDED CURING PROCEDURE FOR ALL CONCRETE SLABS WHERE ARCHITECTURAL 1. EXPANSION AND EPOXY ANCHORS
OR HIGH GRADE FINISH IS REQUIRED: 2. FIELD WELDING
CURE UNCOVERED SLABS ON GRADE AND CONCRETE OVER METAL DECK WITH SUCH PROVISIONS CAN BE MADE BY PROVIDING TEMPORARY SLIP CONNECTIONS AT SUFFICIENT INTERVALS.
WELDING.
POLYETHYLENE FOR 5 DAYS. TAPE JOINTS WITH 6 INCH LAPS AND COVER WITH
SAND. CURING COMPOUND FOR OTHER WORK SHALL BE COMPATIBLE WITH APPLIED
FINISH, CONFORM TO ASTM C~309 AND SHALL BE CLEAR ON UNCOVERED
1 ALL CONSTRUCTION AND TESTING FER AMERICAN WELDING. SOCIETY, CODES AND RECOMMENDATIONS, ALL
STRUCTURE AND WHITE FAGMENTED OH COVERED STRUCTURE. APPLY AT A RATE WELDING SHALL BE BY WELDERS HOLDING CURRENT CERTIFICATES VALIDATED BY AN INDEPENDENT LAB)
SUFFICIENT TO RETAIN MOISTURE, BUT NOT LESS THAN | GALLON PER 200 SQUARE WAVING CURRENT EXPERIENCE IN TYPE OF WELD CALLED CONTRACTOR “SHALL. SUBMIT WELDING
FEET. CERTIFICATES FOR EACH WELDER PRIOR TO COMMENCING THE WORK,
WELDING RODS TO BE LOW HYDROGEN TYPE, £70 SERIES, PER AWS D1.1 TYPICALLY EXCEPT £-6010 SERIES
FOR STEEL SHEET METAL PER AWS D1.3 AND REINFORCING WELDMENTS PER AWS D1.4. USE E90 SERIES
WELDING RODS FOR A706 REBAR.
AND SIGN THE SPECIAL INSPECTION CERTIFICATE CERTIFYING THAT TO THE BEST OF HIS
KNOWLEDGE THE WORK HAS BEEN PERFORMED ACCORDING TO THE APPROVED PLANS,
SPECIFICATIONS AND ALL THE APPLICABLE CODE REQUIREMENTS.
QUALITY CONTROL PROCEDURES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PERIODIC IN~SHOP
IN ADDON TO TYPICAL REINFORCING USE 3-45 VERTICAL (1- BAR/CELL)
INSPECTIONS SHALL BE MADE BY AN APPROVED TESTING LAB PER I.B.C. SECTION 1704.3.
AT ALL WALL INTERSECTIONS & CORNERS, (2) EACH SIDE OF OPENINGS
AND CONTROL JOINTS, AND AT ALL LOCATIONS INDICATED ON PLANS.
CELL) AT ALL BEAM BEARING LOCATIONS,
DRAWINGS:
GENERAL
STRUCTURAL
NOTES
PROVISIONS FOR TEMPERATURE EXPANSION DURING ERECTION: STRUCTURAL STEEL SHALL BE SO DETAILED AND
ING
FOUNDATION SHALL HAVE DOWELS TO MATCH AND LAP VERTICAL WALL OR
COLUMN. REINFORCING.
ALL EXPANSION BOLTS AND ANCHOR BOLTS SHALL GE INSTALLED IN SOUD
GROUTED CELLS.
LAP VERTICAL STEEL MINIMUM 40”
MASONRY GROUTING
1. MAXIMUM GROUT LIFT: 1.1. WITHOUT CLEANOUTS: 5-0" 1.2, WITH
CLEALOUTS (NO SPEC, INSP): 8'-0" (IN 8” CMU REQ.) 1.3. WITH
CLEANOUTS (SPEC. INSP REQ) 12'-8" (MIN. 8" CMU REO.)
2.NO MORE THAN 1/2” OF MORTAR SHALL PROTRUDE FROM FACE ON
INTERIOR SHELL
3. CLEANGUTS SHALL BE A MINIMUM 3°%XS" AT THE BOTTOM OF CELLS BEING
ALL INSPECTIONS SHALL BE PERFORMED PRIOR TO THE INSTALLATION OF FINISH MATERIAL,
ON WALLS, FLOORS, OR CEILINGS THAT WOULD COVER ANY STRUCTURAL CONNECTION
SHOP DRAWINGS.
SiDP_OMAWN SHALE SUBMITED FOR AL STRUCIURAL cM ADDON TO A TEMS
conto by He SGMTECURN. SeCMeATOnS. CONSTRTON DOLLS SUL HoT BE
THe GENEL CouTigcOn SARL ROME AND STAME AL SHOP ORAWNCS AND ono
70k CeMPonuiee Wit he CcueMchon bONENE PEER @ SUBumMAS a Ss O'%* —SROVTED 4 No, SOND BEAM SHALL 8 PAESEMT BETAGEN THE TOP Ao
Denis PREDUCT ai SGT REVEWED AGB SauPED THE GEE CoMDCEOR WL
BE RETURNED WITHOUT REVIEW. THE CONTRACTOR SHALL CLOUD OR FLAG ALL [TEMS NOT IN 5. ALL CELLS WITH REBAR SHALL BE GROUTED SOLID
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING 6. ALL WALLS iN CONTACT WITH SOIL SHALL BE GROUTED SOUD
A BSons ap Levee oF NEES 9. ciel veRsnOn AEQUGED.W AL CEUS ee BENG CROUTED AND
fy Coane, SCREENS Op GEVTONS FROM Tag ou. CONTACT opaywes SHALL SLL OGULM HIFENTLY HES CROVTRG WS0 ASN ATS TO 10
Pfocrop vsones borne consiructon an]
DISCREPANCIES BETWEEN THE PLANS SHALL BE|
REPORTED TO THE OWNER AND GENERAL|
[CONTRACTOR IN WRITING BEFORE PROCEEDING,
IN ORDER TO AVOID MISTAKES READ AND]
ICHECK ALL PLANS AND BIDS —BEFORE|
ICONSTRUCTION.
REINFORCING STEEL
ASTM A615, NO TWIST, FY = 40 KSI #3 & SMALLER, FY = 60 KSI #4 & LARGER.
EAL vemtcal AND HORIZONTAL STEEL inf NASORIY ANB GONGRETE SHALL BE AED
WITH METAL WIRE TIES AT ITS NOTED LOCATION AS SHOWN ON THE STRUCTURAL
DETAILS. TIES SHALL GE PLACED AT CLOSE ENOUGH SPACING TO PREVENT MOVEMENT
OF STEEL DURING PLACEMENT OF CONCRETE OR GROUT. WHEN THE LOCATION OF THE
REINFORCING STEEL IS NOT NOTED, CONTACT STRUCTURAL ENGINEER OR ARCHTECT
ALL FULL-PENETRATION GROOVE OR BUTT WELDED SPLICES IN MATERIAL THICKER THAN 5/16" SHALL BE
INSPECTED BY AN INDEPENDENT TESTING LABORATORY, WHICH SHALL TEST ULTRASONICALLY A SUFFICIENT
NUMBER OF WELDS BUT NOT LESS THAN 25 PERCENT ‘OF TOTAL FER WELDER, TO CERTIFY ALL SPLICES AS
MEETING OR EXCEEDING STRENGTH OF MATERIAL SPLICED. TWO COPIES OF All TEST REPORTS AND A LETTER
OF SUCH CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER OF RECORD.
FIELD INDICATED WELDS MAY BE DONE IN SHOP. SHOP INDICATED WELDS MAY BE DONE IN FIELD ONLY IF . oo "
CURRENT ADOPTED LBC. WiTM A MINIMUM OF ONE. 22 GA GALVAMZED METAL ANCHOR GONGIEREDaowep_arcr Te eNANEERS EEN, OMESE NOTED aCGORDNELY BY ME SPCC « yous oF SET TM ShAL OCCUR BETVEEN LANE OF DELIA] OME: RENEE.
Fe sae Tee ec ee SOIL THE STRUCTURAL ENGINEER RESERVES THE RIGHT TO ALLOW OR NOT ALLOW ANY CHANGES To LAST MASONRY UNIT AND INTIAL GROUTING
THE MINIMUM COVER FOR REINFORCING STEEL SHALL BE AS WHAT |S NOTED ON THE a 9. STOP COUT UFT A MINIMUM 1" BELOW TOP OF BED JOINT EXCEPT
TRE nun COVER Ton RENFORENG STEFL. SHALL BE AS, WHAT'S NoTED 20 oer Rarlraaaen Te SmGNCL STAC Deans At Say ME ebpcad Oe SEE st eS ROE coh A
THE SHOP DRAWINGS 00 NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED of
Show NCORMECTLY AND WHICH ARE NOT NOTED AS ALLONED BY THE STRUCTURAL ENGINEER
OR ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO THE ORIGINAL CONTRACT DRAWINGS. IT
IS THE CONTRACTOR'S RESPONSISILITY TO ENSURE THAT ITEMS OMITTED OR SHOWN INCORRECTLY
ARE CONSTRUCTED IN ACCORDANCE WITH THE ORIGINAL CONTRACT DRAWINGS.
ALL ENGINEERING DESIGNS AND LAYOUTS PERFORMED BY OTHERS SHALL BE St
OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT
FEVEWIG 1S INTENDED ONLY AS ANA TO THE CONTRACTOR IN GBTANING CORRECT SHOP
DRAWINGS. RESPONSIBILTY FOR CORRECTNESS AND COMPLETENESS SHALL REST WTH( THE
SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF MAIOR ERRORS ARE FOUND DURING KMIK
At FINAL UPT To FORM KEY.
410. GROUTING SHALL OOCUR WN’ 1 1/2. HOUR FROM INTL
INTROOUCTON OF WATER ANO PRIOR TO INTIAL SET A
CODE LISTINGS: A
‘SCREWS: Simpson: SOS (ESR 2236), SD (ESR3046), WSNTL (ESR 1472)
HILT: (ESR-3814—SP) stow cure, HT-HY 200 (ESR 3187) FAST CURE
SIMPSON: STRONG BOLT 2 (ESR 3037), HILT!
‘BOLT—T2 (ESR 1917), HILT KWIK BOLT-3 (ESR 2302)
‘SIMPSON WEDGE ALL (ESR 1396). HILT)
SLA ET Ne LT ce — |, TREAT ALL AREAS UNDER FLOOR SLAB ON GRADE & ADJACENT TO ALL STEM WALLS FOR TERMITE
NOT EXPOSED TO WEATHER/EARTH IN SLABS, WALLS OR JOINTS: 3/47 3. ALL FOOTINGS SHALL BE MINIMUM 1'-6" BELOW FINISH GRADE WITHIN S'=0" OF FOUNDATION EDGE
. ~ ALL FOOTING EXCAVATIONS SHALL BE PROPERLY STEPPED IN MAXIMUM 12” INCREMENTS WITH LEVEL BOTTOMS
FINISH GRADE ON ALL SIDES OF ALL STRUCTURES SHALL SLOPE AWAY A MINIMUM 5%, (6" DROP IN 10’-0")
EALED B® CL
DRY PACK
ORY PACK IN SPACES LARGER THAN 3/8” SHALL BE ONE PART CEMENT AND 2-1/2 PARTS
SAND WITH JUST ENOUGH WATER TO HYDRATE CEMENT AND FORM A BALL SHOWING
MOISTURE ON THE SURFACE WHEN SQUEEZED. IT SHALL BE RAMMED IN TIGHT TO. MAXIMUM
DENSITY ATTAINABLE. MINIMUM 28 DAY STRENGTH TO BE 5,000 P.S.!
r
Kwik BOLT-3 (ESR 1385)
SIMPSON TITEN HO (ESR
2713/1056), HILT! HUS-F2 (ESR 3027/3056)
NOTE:
MINIMUM SOIL BEARING CAPACITY PER R401.4.1 MIN.
1000 PSF CLAYEY SAND
CONCRETE F’e = 2500 PSI (PER IRC-R402.2)
4° CONCRETE SLAB OVER 4° ABC. FILL ON TERMITE
TREATED SOIL
| FOOTING SCHEDULES
‘¥ SQ, 18” DEPTH W/ (3) #5 EW.
2-8" SQ, 18° OEPTH W/ (3) 45 EW.
SUMBAS
STH
CALL TWO WORKING DAYS
BEFORE YOU Dic
BLUE STAKE AT
1-B00-STAKE-IT.
SHEAR WALL SCHEDULE
® lr OR #* APA. RATED SHEATHING W/8D @ 6° 0.C,
| © EDGES, 12° 0. IN FELD (Fv=260 pf)
DW ANCHORAGE/SIUL PLATE WALING
EXTERIOR: J @ ABO 32" OC. OR 164 0 6" OC.
INTERIOR: 164 © 6" OC. OR INPSON STRONG BOLT, 3 4°
EWBEDMENT, © 48° 0.C.
CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL
SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE
SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW
OPENINGS AND GABLE END WALLS MEETING THE REQUIREMENTS OF
SECTION R602.10.7
DESIGNER:
ADDRESS: 4316 W. BERRIDGE LN. GLENDALE, AZ 85301
PHONE NUMBER: 480-395-4305
TUAN MANUEL GUTIERREZ
EMAIL: JUANBLUE2015@YAHOO.COM
PLANS DRAWN BY: VLS.
PROJECT:19-205
67 ST AVE CUSTOM HOME
OWNER: TMG INVESTMENT PROPERTIES LLC
ADDRESS: 6707 N 61ST AVE GLENDALE, AZ 85301
19-205
APN: 144-10-151
DRAWINGS:
FOUNDATION PLAN
| SHEAR WALL PLAN
FTO AVOID MISTAKES DURING CONSTRUCTION ANT
DISCREPANCIES BETWEEN THE PLANS SHALL BE]
REPORTED TO THE OWNER AND GENERAL
[CONTRACTOR IN WRITING BEFORE PROCEEDING.
HN ORDER TO AVOID MISTAKES READ AND]
CHECK ALL PLANS AND BIDS —EEFORE|
[CONSTRUCTION
REVISIONS:
DELTA: | DATE: REVIEWER:
/ \_ FOUNDATION PLAN
i
March 17, 2020
VAR20-01 | 6707 North 61% Avenue
Project Narrative
We are requesting a variance for the property located at 6707 North 61% Avenue. The variance
is a request to reduce side building setbacks to 10 feet on the north side and 5 feet on the south
side of the property. The current R-3 zoning for the property requires 20 feet. We plan to build a
single-story residential home with an approximate size of 2,125 sq. ft. plus a 2-car garage, with a
30-foot width in the front. Due to the irregular shape of the property this will leave only 15 feet
of side setbacks and will take up 31.79% of lot coverage of the 9,034 sq. ft. lot. The approval of
this variance will result in a house that fits in with the neighborhood and will be practical and
livable for its occupants.
Response to 3.706B Findings for Variance
The Board of Adjustment shall make the following findings based on the evidence in the record
prior to granting a variance:
1. There are special circumstances or conditions applicable to the property including its size,
shape, topography, location, or surroundings which were not self-imposed by the owner;
The irregular shape of the property does not allow for the required 20-foot side setbacks. The
included site plan shows the restrictions of property and the proposed 10-foot northern side
setback and 5-foot southern side setback. This neighborhood primarily consists of single family
homes and should be zoned R1-6 or comparable. if the property was zoned single family
residential, then the variance would not be necessary.
2. Due to the special circumstances, the strict application of the Zoning Ordinance would
deprive the property of privileges enjoyed by other properties in the same classification
in same zoning district;
The surrounding properties do not have the issues of irregular shapes (aside from the property
to the north) and thus do not have issues with complying with the zoning ordinance. Our building
footprint would need to be significantly smaller should we be required to comply with the 20-
foot side yard setbacks.
3. The variance is the minimum necessary to alleviate the property hardship; and
Our variance application requests a 10-foot side setback to the north and 5 foot setback to the
south. This would be similar to the property immediately north of our site. The property north of
our site has a similar irregular size and has side yard setbacks of less than 20 feet.
4. Granting the variance will not have a detrimental effect on the property, adjoining
property, the surrounding neighborhood, or the City in general.
The approval of this variance will result in a house that fits in with the neighborhood and will be
practical and livable for its occupants and represents a significant investment in the area. It will
help make the neighborhood more attractive due to the property no longer remaining vacant.