14-88-019c
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WALL SECTION -1
SCALE: 1 11/2"=V-0-
12
T 13
SEE Roo n�F �/ T
2X6
FIBERGLASS BATT (R -30)
1/2" GYP WALL BD
1" X 4 •'P T. NAILER
LE OVER 90 #SLATE OVER
EXT GRADE PLYWOOD 1 "X 2" P T FIRESTOP 8' MAX
IOd
SHANK NAIL AT 6" GALV. STL SEAT & HURRICANE
AND INTERIOR PANEL ANCHOR AT EACH TRUSS
EXTERIOR PANELS EDGE, (SEE SCHEDULE)
D. IF APPLICABLE.
CONC. TIE BEAM AS SCHED.
(SEE SCHEDULE)
3/4" CAVITY INSULATION (R -5 1 )
(TYP. @ ALL EXTERIOR WALLS) —
1/2" GYPSUM BOARD ON 1" X
P.T WD FURRING STRIPS @ 16•' O.0
1" X 4" PT. CONT NAILER
(TYPICAL)
3/4" X 6" H G. WOOD BASE BOARD -
5/8 "THICK CDX EXTERIOR STRUCTURAL
PLYWOOD FLOOR SHEATING FASTENED
TO WOOD LEDGER AND JOINTS WITH
10d NAILS SPARED AT 16 "0 C.----\,
P T WD NO JOIST SEE STRUCT.
#5 @2�O.C.
HU10 BY SIMPSOM _
@ 24" O.0
LEDGER
1/2 4) x3"@2' O.C.
#5@24" O.C.
FILL CELLS HM =1450 PSI
WALL SECTION -2
SCALE: 1 1/21#=19-0"
P-)
PREMANUFACTURED WD. TRUSSES
@ 24" 0 C (MANUF TO SUBMIT
SHOP DWG'S. FOR ENGINEER'S
APPROVAL)
FIBERGLASS SHINGLE OVER 90 #SLATE OVER
30# FELT ON 5/8" EXT.GRADE PLYWOOD
SHEATHING WITH 10d
GALVANIZED RINGS SHANK NAIL AT 6"
AT INTERIOR FIELD AND INTERIOR PANEL
EDGES AND 4" AT EXTERIOR PANELS EDGE,
AND AT GABLE END, IF APPLICABLE.
-GALV. METAL DRIP
ON 1 "X2" P.T
CONT. NAILER
TOP OF TIE BI'A.
ELEV +8' -0"
MATCH EXISTING
97��T HOUSE F.V.
WD. FASCIA CONT.
MATCH EXISTING
CONTINUOUS SCREEN VENT
I TO THE CUTTER MOST PROJECTION
22.5
OF OVERHANG MATCH EXIST.
MATCH EXIST TONG & GROOVE SIDING
1/2" P.T PLYWOOD BACKING
MATCH EXISTING F V
VERT. BAR AS PER NOTED
ON FOUNDATION PLAN.
PROVIDE 9GA. HORIZ REINF
16" O.C. VERT.
HARDIEPLANK LAP SIDING WITH COLOR PLUS
TECHNOLOGY 8.25" CEDARMILL COLOR
MONTERREY TAUPE JH40 -20 MATCH EXISTING
OVER 1'k P.T. WOOD BLOCKING
LIGHT TEXTURE STUCCO
FINISH ON 8" CONC. BLOCK
TOP OF FINISH FLOOR
EL. + 0'- 0= 21.86'(NGVD)
#5 @48" 0 C
I—I �_ HATCH AREA MEANS, ALL THESE (EACH ONE)
j I I —I MASONRY BLOCK TO BE FILLED OUT WITH GROUT
cl� SEE STRUCTURAL DRAWINGS
Q a-
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LCONC. FOOTING WF -20 �,; � T I I� I SEE FOOTING SCHED,
s
FIBERGLASS SHINGLE OVER 90 #SLATE OVER
30# FELT ON 5/8" EXT.GRADE PLYWOOD
SHEATHING WITH 10d
GALVANIZED RINGS SHANK NAIL AT 6"
AT INTERIOR FIELD AND INTERIOR PANEL
PROVIDE AS REQUIRED TO MATCH EXISTING
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ANCHOR AT EACH
(SEE SCHEDULE)
CONC TIE BEAM
(SEE SCHEDULE)
EXISTING RESIDENCE
NEW ADDITION #5 1&,48" 0 C
3/4" CAVITY INSULATION (R -51)
(TYP @ ALL EXTERIOR WALLS) —
1/2" GYPSUM BOARD ON 1" X 2"
P T. WD FURRING STRIPS @ 16" 0 C
1" X 4" PT. CONT. NAILER
(TYPICAL)
3/4" X 6" H.G. WOOD BASE BOARD
5/8 "THICK CDX EXTERIOR STRUCTURAL
PLYWOOD FLOOR SHEATING FASTENED
TO WOOD LEDGER AND JOINTS WITH SIMPSON
10 NAILS SPARED AT 6 "O C. LTT -19 EXISTING FINISH FLOOR
@24
PT 2x8 BLOCK
0
PT 2x12 @16'� EXISTING WOOD FLOOR JOISTS
P T WD NO JOIST SEE STRUCT '
#5 @2'O.C.
HU210 BY SIMPSOM
@ 24" 0 C.
LEDGER #5 048•' O.0
1/2 4 x3'• @2' O.C.
FILL CELLS HM =1450 PSI I I I H1IH'
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#5 @24" 0 C f�lr"III
#5 @16" TOPx16" W/ ; CONC FOOTING (WF -16)
STD HOOKEND FILL 6" I ti `'•'• ; • EXISTING TO REMAIN
TO EXIST W /HIT -HY 150
BY HILTI EPDXY
12" 16"
NEW EXIST.
WALL SECTION -3
SCALE: 1 1/2"=l'-O"
2 -16d
TYP
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BUILGfi'!G DEFT.
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175 FOUNTAINEBLEAU BLVD. STE. 2-G
MIAMI, FLORIDA 33172.
PH: 305 -277 -7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
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Manuel E. Siques P.E.
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A.SANTANA ARCHITECTURE
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Manuel E. Siques P.E.
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MIAMI, FLORIDA 33172.
PH: 305 -277 -7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E. Siques P.E.
8331 SW 12 terrace
Miami n 331V
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PH: 305 -277 -7165
FAX: 305-229-3839
A.SANTANA ARCHITECTURE
ASSOCIATE
Manuel E. Siques P.E.
8331 SW 12 terrace
Miami n 331V
t 1 ?IflgfE��y'yi'
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NO.20233
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