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MI~. 1/2" EHT CONDUIT
MIN, #14 CONDUGTORS THHN
THNN INSULATION INCL.
MIN. #14 Cu GROUND~
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= #14 AH6 INSUL. #14 CU GROUND CONDUCTORS ALL CKTS.
ElectrIcQI RIser
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~INOOVV'OOOR INSTALLATION:
INSTALL HINDOHS AND DOORS FOR
SPECIFIED DESIGN HIND LOAD PRESSURE
PER FBG 2001 (CH. :6. 1101.4.1 ~ 1101.43)
DESIGN HIND PRESSURE = 30PSrt - VERIFY
FOR INDIVIDUAL HINDOHS/DOORS
PER HIND ZONE LOCATIONS AND PER
MANUFACll.JR.ER SPECIFICATI".:'NS.
INSTALLATION PER Mf'GR SPECS.
AND ENGINEERING DHS, DETAILS
(FURNISHED BY HINDOWDOOR HFGRJ
AREAS:
L1VIN6
6ARA6E
FRONT PORCH
REAR PORCH
TOTAL:
1,581
426
120
113
2,240
28'-8"
HIRE FOR
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$3 THREE-HAY SHITCH
@ RECESSED CAN
@ EYEBALL SPOT
I-@-VENTALlTE
ELECTRICAL NOTES:
@ ACCENT L1iSHT
~-,FLUORESCENT L1iSHT
C\
tUJ TELEVISION OUTLET
.. PHONE JACK
1 SD.J SMOKE DETECTOR
-<> LIGHT FIXTURE
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I. SMOKE Df:lCCTORS TO 6E HARD HIRED 4 INlCRCONNECTED HI BATTE:RY BACKIJPS.
2. ALL BCDRooM CIRCUITS TO BE AFCI PROlCCTED,
3. ALL 6ARA6E, KITCHEN AND BATH RECEPS. TO BE 6FCI PROlCC TED
DESIGN LOADS:
BasIc HInd Speed IIQMPH
Exposure Cata9or~: B
Importance Factor: I
Internal Pressure Coer.: :t.18
Roor:
LL 20PSF
DL 10PSF MIN,
living Areo: Ll 40PSF
DL 15PSF
Barage Slab: 50PSF MIN,
Components ~ Cloddlng
DesIgn Hind Pressure (DHP):
POS./NEG. 30PSF
Plar.s Designed and Enqlneered /'
In Accordance y.!lth FBC 2001
Sect. 1606, IIOMPH Boslc HInd Speed' Lo
I NTERPOLA TED FROM :=Be HI NO ZONE MAP
Mlchoel A. Robinson, P.E.
FL 28311
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HEADER
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Fii'iISH
GRADE
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MIN. 1/2" DR'!HALL C>N
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.~IIX 16" Stem~QI FootIng
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SECTION
1/2 ;.:
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TRUSS TO BEAH
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MIN. UPLIFT;.: 1,3001b (I STRAP)
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B. USP: USC TYPE (12,34010s UPl...;FT) SHAo (8lcJ5lbs UPLIFT)
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@ENDS OF 2-2"x 10" BMS,
CONN, TO MASONRY HI:
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I, ~ F ;.: FOOTINS DOHEl ~ POURED CELL HlI #5 FROH SLlAB
TO BOND BEAM. DOHElS: Cloo-IO" LG, HOOK - MIN, EHBED.
5" INTO 8" FOOTINSS AND 0" IN ALL OTHERS MIN. lAP @
VERTICAL HAll RE'NFORCEMENT;.: 25"
2. FOUNDATION CONTRACTOR TO VERIFY LOCATIONS OF
REINFORCEMENT NEAR OPENINGS (FLOOR/FOUNDATION PLANS)
3, All EXTERIOR HALLS ARE ENGINEERED AS SHEAR HAllS
SHEARHAlLS FOR SIDE ~ ENDHALlS CONFORH TO MIN, DESIGN
REQUIREMENTS OF FBC 2001 AND PROVISIONS OF THE NATIONAL
CONCRElF MASONRY ASSOC, SPECIFICATION AND ACI 530
(BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES)
4, fOUNDATION PLAN IS VALID AS SHOHN UNLESS ADDITIONAL
REQUIREHENTS ARE INDICATED ON SOILS TEST REPORT NOT
AVAilABLE TO ENGINEER OF RECORD PRIOR TO THIS DESIGN
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LOCATION OF FIX1l.JRES
NOTE: FOUNDATION CONTRACTOR
TO VERIFY PLACEMENT OF STEEL
REINFORCEMENT CLEARS HINDOH
OPENINGS (VERIFY HlFLOOR PLAN)
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A FOUNDATION SURVEY SHALL BE PERFORMED /
AND A COPY OF THE SURVEY SHAll BE ON THE
SITE FOR THE BUilDING INSPECTORS USE, OR, All
PROPERlY MARKERS SHALL BE EXPOSED AND A
STRIN& ATTACHED FROM MARKER TO :1ARKER TO
VERIFY REQUIRED SETBACKS.
FIELD ROUTE
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All PLUMBIN&, ELECTRICAL AND MECHANICAL
ROUSH-INS MUST BE COMPLETE1 INSPECTED AND
APPROVED BEFORE REQUEST,NS A FRAMING
INSPECTION, (FBC 105.0)
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SECTION NUMBER~
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PAiSE NUMBER SECTION IS~
TAKEN FROM OR DETAIL
IS DR.A0lN ON
40'-0"
Foundation Pion
1/41 :I 11-0"
BUilDER TO VERIFY DIMENSIONS FOR
LOCA TION OF SIRDER TRUSSES
HITH FINAL TRUSS ENGINEERING DRAHINGS
BUILDER OPTION: POHER BOX LINTELS.
FOR CLEAR SPANS 22'-0" TO 30'-0" USE
POHER BOX LINTEL (8"x [0" 16go COMPOSITE)
HI#5 IN 8"x 10" CMU'S. (PER PO HERS STEEL
CATAlOS)(MAY REPLACE MASONRY LINTELS)
INSTAll PER SECTION "PBL"
C.ONNECTOR SCHEDULE
SIMPSON v=,p ROOFINS SPECIFICATIONS:
stoc.k NIJrl'lI:::>er t.,p 11ft stoc.lc:. NI.IfYIber t.,pllft: I, ROOFINS COHPONENTS SHALL CONFORM TO FBC 2001
SECTION 1501 MATERIAL AND INSTALLATION REQUIREMENTS
H25 415 RTI 585 FOR THE BASIC HIND SPEED SHOHN IN THE DESIGN lOADS,
SHINGLES SHAll MEET ALL REQUIREMEtlTS OF ASTl'1 D3161
H3 455 RT3 415 (INSTAllATION HETHODS, FASTENERS AND MATERIALS)
H4 360 RT3 415 PROOF OF COMPLIANCE SHAll BE PROVIDED AT THE JOB
SITE FOR ROOFINS INSPECTIONS,
Ho Cll5 RT20 1105 2, ROOFING TO BE INSTALLED ON PRE-ENSINEERED HOOD
HIO Cl05 RTlo '150 TRUSS SYSTEM 24" (UNLESS OTHERHISE SPECIFIED)
METAI2 810 ETAI4 '1cJ5 3, ROOF STRUC1l.JRAL PANELS: HIN, 15/32" PL YHOOD OR
1/2" 05.B, Hl8d COHMON NAilS @o" EDGES AND 0"
METAl 4 1,240 ETAlo 1,245 INTERMEDIATE,
\-JET A20 1,400 ET A20 1,145 4, UNDERLAYMENT: 15LB FELTON ROOF DECKINS PER ASTM
D226 TYPE I OR ASTM D480Cl TYPE I, (ROOF SLOPES
Al3U44 2,200 P AU44 2,240 OF 2: 12 - 4: 12 REQUIRE 2 lAYERS OF UNDERLAYMENT),
ABJ66 2;300 PALJ60 2,350 5. HETAl ROOFING SHALL COMPLY HlFBC 2001 1501.5.3 ~
TABLE 1501.5.3 (AS REQU IRED)
BeA cJ80 PCM44 1,3'15 0, FLASHING SHALL COMPLY HITH FBC 1501.3,Cl
l3C40 '180 PCM46 1.3'15 1, DRIP ED6E SHAll COMPLY HITH FBC 2001 1501.3,Cl.3
PC40 1,410 PCM46 1,3'15 8. CRICKETS SHALL COMPLY HITH FBC 2001 1501.3,ClA
Ll!S210-2 1,110 .JJS210-2 I,Cl80
LLJS214-2 1.110 .JJS214-2 1,'180 DESIGN LOADS: Pions Designed and E~lneered
In Accordonc.e Hlth F 2001 .-
FHA'1 135 KFHA'1 130 Basic Hind Speed IIOMPH Sect, 1&0&. IIOMPH Boslc HInd Speed
Exposl.!re cotogory: B INffRPOLAffD FROH FBC NINO ZONE HAP
MTSI2 1,000 MTHI2 1.055 Mlchoe I A, Robinson, P.E,
Importonce Foetor: I FL 28311
LTSI2 TI5 LPTA 1,535
Internol PreSSl!re CoeL: :tl8
LTSlo 115 LTHI6 115
MBHA35ol'125 2.'130 NFMH34'125 1,250 Roof: LL 20PSF
-, DL 10PSF MIN.
LFTA 1,205 KLFTA 1.020
L1vln.::a Areo: lL 40PSF JV' i\i~
HI5 1,300 HD2X 10415 DL 15PSF
Hlo IpOO RT22F 1,565 6oroge Slob: 50PSF MIN,
M67 3,%5 HTT22 5,310 components ~ Cloddlng
HGT-3 10,530 HU6'i'-3 Cl,TI 0 DesIgn Hind Pressl!re (DHP):
POS,/NE6,30PSF
H6T-4 cJ,250 HU6T -4 cJ ,TI 0
~INOOWDOOR INSTALLATION:
I NS TALL HI NDOHS AND DOORS FOR
SPECIFIED DESISN HIND LOAD PRESSURE
PER FBC 2001 (CH. 10, 1101.4.1 4 1101.4.3)
DESIGN HIND PRESSURE = 30PSF:t - VERIFY
FOR INDIVIDUAL HINDOHS/DOOR5
PER HIND ZONE LOCATIONS AND PER
MANUFAC1l.JRER SPECIFICATIONS,
INSTAllATION PER MFSR. SPECS.
AND ENSINEERINS DHG. DETAilS
(FURNISHED BY HINDOWDOOR MFSR)
REVISIONS 1 BY
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CHECKED BY
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DATE
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SCALE
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SHEET
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JOB No,
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