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XIST GROUTED CELL
W/ #5
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8" CMU WALL
0
5'10" HIGH
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8" CMU WALL
5'10" HIGH
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w
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90X70 GARAgF_ DOOR—
DP-125/-27
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[,IL4' MAXI,
TYP.
ADD DOWEL PER DETAIL
FLOOR PLAN
FRONT ELEVATION
REAR ELEVATION
SIDE ELEVATION
DOD ATTACHED TO
TRUSS W/ 8d @ 6" O.C.
3'
T,YR.
ROOF ZON
DESIGN CRITERIA
WIND 150 MPH ASCE 7-10
EXPOSURE "B"
GCpi +/- 0.18 ENCLOSED
ALL OPENINGS PROTECTED
RISK CATEGORY I
ROOF LIVE LOAD 20 PSF
DEAD LOAD 17 PSF
GABLE B'
FLOOR LIVE LOAD 125 PSF
ROOF ZONE
1 /2" CD'
8d @ 6" E
ROOF ZOI
1' OVERHAN
GABLE I
FILE COPY
2X6 BUCK TO JAMB W/
1/2" "J" BOLT W/ 2"
WASHER, 2" HOOK, 5"
EMBED @ 1',3',5',7'
ABOVE SLAB
15# FELT BARRIER
(2) #5 T&B
ROOF FRAMING PLAN
I�
i
ml win
L
REINFORCING PER PLAN
TYP
3"=1'—O"
GARAGE BUCK
2X8
BLOCK (RIPPED)
(10)
16D
2X6
TOP CHORD
AT BRACE
(5)
16D BACK —
NAIL
EACH END
2X6 "T" BRACE
@ 48" OC
8" EXIST
FOOTING
30,_8„
FOUNDATION PLAN
' ALL SUPP RTSd @6" O.C.
�\ HETA16
(10) 10D TO BLOCK
NAIL ROOF @ 4" O.C.
AT ALL TRUSSES W/ G
BRACE ST. LUCIE COUNfi
BUILDING DIVISION
,J
NAIL @ 4" O.C. REVIEWED
FOR COMPLIAN
REVIEWED BY
1 L_
MAX 1
TYP CAS_ G- AB LE
DATE
LANS ANPFPERVIT
MUST BE KEPT ON JOB OR
12" MAX. NO INSPECTION WILL BE MADE
1/2" CDX PLYWOOD
SIDING NAILED W/
10D @ 6" EDGES AND
12" O.C. FIELD
GABLE TRUSS PER
PLAN
TRUSS TO BEAM
4 HGAM
EQUAL SPACE
(2) SIMPSON HGAM
EACH BRACE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECTTO ANY CORRECTIONS
REOUIR10 BY FIELD INSPECTORS THAT
MIAY BE NECESSARY IN ORDER TO
COMPEY WITH ALL APPLICABLE CODES.
D ETA L
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OOF ZONE 3
HGAM EQUAL
SCE GABLE
SS TO TIE BEAM
DOF ZONE 3
TRUSS
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1SS
CONGEALED FASTENERS ORATtACHYENTS
ARE THE REANSIMUTY oFTHE
t NTiiACfOROFREW
ALUMINUM SOFFIT INSTALL
PER MANUFACTURER NOA OR
FLORIDA APPROVAL # TO MEET
DESIGN PRESSURE OF —33 / +24.3 PSF
#5 PER PLAN
GROUT CELL TO TOP
OF DOWEL
ADD #5 DOWEL @ 48"
O.C. THROUGH EXIST
INTO NEW
EXIST 8"X8" FOOTING
— 8"X8" FOOTING
ADD FTG. W/ (1)#5
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scale:
job no.
12.05.2013
JUL 1 2
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3/4"= V-0"
3/4"=1'-0"