13-386-008BUIT-UP ROOF • HOT MOPPED 90# -
SLATE
• TIN CAPPED 30# FELT •
5/8' PLYWOOD SHEATHING NAILED TO
WD JOIST W/ 8d NAILS @b 6- C/C C& ALL
SUPPORTS (TYPICAL C& ALL ROOFS)
"DTC* GALV. TRUSS ANCHOR BY
NU-VUE W/ 4-1 Od NAILS TO SEAT
PLATE & 9-1 O. NAILS TO STRAP.
3X8 P.T WD JOIST. Ca 16- O.C.
8d NAILS C& 40 O.C.
GALV. METAL DRIP ON 1 a X 2!
P.T. CONT. NAILER
TOP OF TIE BEAM
EL + 8'-0*
(O.H)
ALL WOOD IN CONTACT WITH EXTERIOR
MASONRY SHALL BE PRESSURED TREATED
STUCCO • 8" CONC. BLK W/ # 9 LADDE-
•' • OINT REINF Q& 16"O/C
EVERY OTHER COURSE & INTO CONC. COLS.
FOR 4" EACH SIDE
LIGHT TEXTURED STUCCO
FINISH ON 8' CMU WALL
(SEE ELEVATIONS FOR
BANDS, REVEALS, AND
PRECAST TRIM LOCATIONS)
# 5 VERT. IN BLOCK CELLS FILLED
W/ 3000 PSI CONC. GROUT
0 48- O.C. (BEYOND)
TOP • FINISH FLOOR
EL + 0'-06
Z
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PROVIDE CLEAN-OUTS AT ALL VERTICAL 6
REINFORCING LOCATIONS.
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A
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ki
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2 # 5 X 2 �6�TX &;6
B
ADD'L.
CORNER BAFt
(EXTERIOR FA � E-TOP ND BOTrOM)
R a' I lin o <>
SCALE 3/4'= 1' -0'
ROOF SLOPE= 1/4"/FT
FIBERGLASS BATT INSUL. (R-30)
1/2" TYPE GYP * BRD.CLG.ON
WD. FURRING Ca 16"O.C.
2-8d NAILS C& EA. SUPPORT
I" X 4!P.T. CONT. NAILER
CONT. P.T. FIRESTOP
STANDARD HOOK
CONT. CONC. BEAM
(SEE STRUCTURAL DRAWINGS)
CONT. FIRESTOF
3/4- CAVITY INSULATION
EXTERIOR WALLS)
BRD. ON
WD. FURRING @0 16- O.C.
CONT. NAILER (TYP.)
3/40 X 60 WD. BASEBOARD
Ir- (SEE FINISH SCHEDULE)
EXISTING 4" CONC. FLOOR SLtAB.
W100293WIM
•
I
4 # 3 STIRRUPS
� 19 ry E
# 3 @ 48" O.C.
WALL TIE BEAM
SEE PLAN
*a
woun
3* X 3"26 CLkGALV. METAL DRIF
LAPPED 6AND NAILED
OVER VX2"P.T.
WD. NAILER CONT.
AIK TOP OF BEAM
2-X10-WD.FASCIA
W/2-16D NAILS EA.
RAFTER
LIGHT TEXTURE STUCCO
• METAL LA71t,
.:. ill
LIGHT TEXTURED STUCCO
ON 8" CONC. BLOCKS
• .• 1 1 •-r• a
gas
Fliff V1&*MVA:J:8Q'
TOP OF FINISH FLOOR
EL + 0'-0"
0
Z
70 V)
PROVIDE CLEAN-OUTS AT ALL VERTICAL 5z
REINFORCING LOCATIONS.
't
11tINISH GRADE (VARIES)
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01
TYPICAL WALL SECTION-
SCALE
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MIAMI, FLORIDA 3318G
T. (305) 278-7776
F. (305) 278-7473
WWW.BEUONMILANE5.COM
AA,2GW2G I G
ARCHITECTURE
I AUV Mr AkIkIlkIr-
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SLAB OR BEAM
COORDINATE LOCATION AND GEOMETRY
OF OPENING'S WITH ARCHITECTURAL
DRAWINGS.
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5/8` PLYWOOD ON 1'z3* 3"X8* JOIST' LATERAL
WOOD FURRINGS AT 24* O . SUPPORT AT MID-SPAN
*DTC* HURRICANE STRAP BY UNITED STEEL PROD. CO.
W/ 13-1 OD NAILS EA. RAFTER (TYP.)
7/8"X 14* X 14 GAL 4" EMBEDMENT IN CONC.
4' CERAMIC BASE BOARD
16'x16" CERAMIC TILE
" on
EXISTING 4" CONCRETE SLAB. ONE
L0141,210111112
W46 # I Z
EXISTING CBS WALL
NEW W X 12* CONC.
STARTER COLUMN
(REFER TO COL SCHEDULE
FOR SIZE & REINF.)
EXISTING CONC. FOOTING
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City of South Miami
Building Dept.
6130 Sunset Drive
qouth Miami, FL 33143