13-386-007I e I WAS] I
•
A A
Aim 5.4 1:4 vw li
NEW CONC. COL FOR REINF.
SEE SCHEDULE
EXIST. CONC. SLAB
TO REMAIN
3/4"= 1F n"
--- --- ----- -
•
GALV. STEEL HANGER
(SEE SCHEDULE).
NEW WOOD JOIST
ccb 160
\- -GALV. STEEL STRAP
(SEE SCHEDULE)
\\— NEW CONC. TB
A
EXIST. WD. RAFTERS
TO REMAIN
\--2 X 8 WOOD BLOCKING
W/ 2-16d X 3" GALV. NAIL
IN EACH END
CONT. 3 X 8 P.T. WD. LEDGER
W/ 3/4" DIAM. GALV. WEDGE
ANCHOR BOLT STAGGERED,
EMBEDMENT 6% C& 16"
8* LOAD-BEARING
CMU. WALL, BEYOND
EL + 8•-T
(O.H)
EACH SHEET NAILED TO EVERY SUPPORT W/
NEW WOOD
JOIST 10d GALV. RING SHANK NAILS L3 6" AND 10d
Ccb 16*
GALV. RING SHANK NAILS Ccb 4" EDGE STRIP
SL
5/8" EXTERIOR GRADE PLYWOOD SHEATHING,
2 X 8 WOOD BLOCKING
EACH SHEET NAILED TO EVERY SUPPORT W/
W/ 2-16d X 3" GALV. NAI I—\
HORIZONTAL JOINT REINF Ca 16" O/C EVERY
IN EACH END
dk
EL lr-0-
T.0313
GALV. STEEL STRAP
4 #5 X 3*-6* DOWELS, DRILL 3/4" DIAM.
(SEE SCHEDULE)
0-
EL 8'-WA
NEW CONC. TB
T.O.TB V
t
X 6" INTO EXIST. CONC. TB AND
WD. FASCIA TO MATCH
WITH EXOST. WD. FACIA
k
.........
5/8" *CDX7 PLYWOOD SHEATHING W/
EA. SHEET NAILED TO EVERY SUPPORT W/
10d GALV. RING SHANK NAILS C& 6- AND 10d
FINISH ON 8" GMU WALL
GALV. RING SHANK NAILS Ca 4- EDGE STRIP.
(SEE ARCH. DWG FOR VENT. LOCATION)
SECTION A
3/4' =1 r -0"
NEW CONC. COL FOR REINF.
SEE SCHEDULE
EXIST. CONC. SLAB
TO REMAIN
3/4"= 1F n"
--- --- ----- -
•
GALV. STEEL HANGER
(SEE SCHEDULE).
NEW WOOD JOIST
ccb 160
\- -GALV. STEEL STRAP
(SEE SCHEDULE)
\\— NEW CONC. TB
A
EXIST. WD. RAFTERS
TO REMAIN
\--2 X 8 WOOD BLOCKING
W/ 2-16d X 3" GALV. NAIL
IN EACH END
CONT. 3 X 8 P.T. WD. LEDGER
W/ 3/4" DIAM. GALV. WEDGE
ANCHOR BOLT STAGGERED,
EMBEDMENT 6% C& 16"
8* LOAD-BEARING
CMU. WALL, BEYOND
EL + 8•-T
(O.H)
Rai
illawlil
Nl
1014 EA 10 go] Lo liv ill
ROOF SLOPE= 1/47FT
FIBERGLASS BATT INSUL. (R-30)
12* TYPE GYP. BRD. CLG. ON
�1 C& X 3"WD. FURRING 16" O.C.
_,Wf 2-8d NAILS C& EA. SUPPORT
1" X 4" P.T. CONT. NAILER
1"X 4" GONT. P.T. FIRESTOP
STANDARD HOOK
CONT. CONC. BEAM
----(SEE STRUCTURAL DRAWINGS)
CONT. FIRESTOP
3/4- CAVITY INSULATION (R-42)
(TYP. Q ALL EXTERIOR WALLS)
5/8* GYP. BRD. ON 1" X 2" P.T.
WD. FURRING Cib 16" O.C.
1"X 4" P.T. CONT. NAILER (TYP.)
314"X 6" WD. BASEBOARD
(SEE FINISH SCHEDULE)
EXISTING 4" CONC. FLOOR SLAB.
EXISTING 20x10 CONT.
CONC. FIG. (2 #5
•
NEW ASPHALT BUILT-UP ROOF W/(l) LAYER
90# GRANULAR SURFACED HOT MOPPED
OVER (2) LAYER 30# FELT TIN TAGGED
OVER 5/8' EXTERIOR GRADE PLYWOOD
3* X 3" 26 GA.GALV. METAL DRIP
rt
Z
fn
PROVIDE CLEAN-OUTS AT ALL VERTICAL x
REINFORCING LOCATIONS.
lrZ •
2# 5 BOTT.
SLAB OR BEAM
COORDINATE LOCATION AND GEOMETRY
OF OPENINGS WITH ARCHITECTURAL
DRAWINGS.
loorTilkyliliMel Inn Biel*] .01F.011101 I I'Ll Is
-----
1.':!ii No., I.
518" PLYWOOD ON 1"X3" 3"X8" JOIST LATERAL
WOOD FURRINGS AT 24* O.C. SUPPORT AT MID-SPAN
"DTC" HURRICANE STRAP BY UNITED STEEL PROD. CO.
W/ 13-10D NAILS EA. RAFTER (TYP.)
71B* X 14"X 14 GA. 4* EMBEDMENT IN CONC.
CONT. CONC. BEAM
(SEE STRUCTURAL DRAWINGS)
LIGHT TEXTURED STUCCO
ON 8- CONC. BLOCKS (TYP.)
4" CERAMIC BASE BOARD
16"x16" CERAMIC TILE
EXISTING 4' CONCRETE SLAB.
EXISTING 2000 CONT.
CONC. FIG. (2 #5
IN.)
M. •• 0
11
1 M.
1� 404 A-UK
ALL WOOD IN CONTACT WITH EXTERIOR
MASONRY SHALL BE PRESSURED TREATED
5/8" EXTERIOR GRADE PLYWOOD SHEATHING,
STUCCO ON 8" CONC. BLK W/ LA R TYPE
EACH SHEET NAILED TO EVERY SUPPORT W/
HORIZONTAL JOINT REINF Ca 16" O/C EVERY
10d GALV. RING SHANK NAILS C& 6* AND 10d
GALV. RING SHANK NAILS Ccb 4' EDGE STRIP 2X8 WD RAFTER
OTHER COURSE & INTO CONC. COLS. FOR 4"
EACH SIDE
4 #5 X 3*-6* DOWELS, DRILL 3/4" DIAM.
LIGHT TEXTURED STUCCO
X 6" INTO EXIST. CONC. TB AND
SET BARS IN HIGH STRENGTH
FINISH ON 8" GMU WALL
EPDXY-TIE ANCHORING ADHESIVE, TYP.
(SEE ELEVATIONS FOR
gk EL 8• -0-
BANDS, REVEALS, AND
TT.O.B.
PRECAST TRIM LOCATIONS)
4.
# 5 VERT. IN BLOCK CELLS FILLED
#4 BARS W/ SM. HOOK, DRILL 34'
W/ 3000 PSI CONC. GROUT @b 320
X 6" ED 36" INTO EXIST. FC WALL
•
O.C. (BEYOND)
AND SET BARS IN HIGH STRENGTH
EPDXY-TIE ANCHORING ADHESIVE, TYP.
GALV. STEEL STRAP
EXIST W CMU BEARING WALL—,
(SEE SCHEDULE).
TOP OF FINISH FLOOR
TO REMAIN
Rai
illawlil
Nl
1014 EA 10 go] Lo liv ill
ROOF SLOPE= 1/47FT
FIBERGLASS BATT INSUL. (R-30)
12* TYPE GYP. BRD. CLG. ON
�1 C& X 3"WD. FURRING 16" O.C.
_,Wf 2-8d NAILS C& EA. SUPPORT
1" X 4" P.T. CONT. NAILER
1"X 4" GONT. P.T. FIRESTOP
STANDARD HOOK
CONT. CONC. BEAM
----(SEE STRUCTURAL DRAWINGS)
CONT. FIRESTOP
3/4- CAVITY INSULATION (R-42)
(TYP. Q ALL EXTERIOR WALLS)
5/8* GYP. BRD. ON 1" X 2" P.T.
WD. FURRING Cib 16" O.C.
1"X 4" P.T. CONT. NAILER (TYP.)
314"X 6" WD. BASEBOARD
(SEE FINISH SCHEDULE)
EXISTING 4" CONC. FLOOR SLAB.
EXISTING 20x10 CONT.
CONC. FIG. (2 #5
•
NEW ASPHALT BUILT-UP ROOF W/(l) LAYER
90# GRANULAR SURFACED HOT MOPPED
OVER (2) LAYER 30# FELT TIN TAGGED
OVER 5/8' EXTERIOR GRADE PLYWOOD
3* X 3" 26 GA.GALV. METAL DRIP
rt
Z
fn
PROVIDE CLEAN-OUTS AT ALL VERTICAL x
REINFORCING LOCATIONS.
lrZ •
2# 5 BOTT.
SLAB OR BEAM
COORDINATE LOCATION AND GEOMETRY
OF OPENINGS WITH ARCHITECTURAL
DRAWINGS.
loorTilkyliliMel Inn Biel*] .01F.011101 I I'Ll Is
-----
1.':!ii No., I.
518" PLYWOOD ON 1"X3" 3"X8" JOIST LATERAL
WOOD FURRINGS AT 24* O.C. SUPPORT AT MID-SPAN
"DTC" HURRICANE STRAP BY UNITED STEEL PROD. CO.
W/ 13-10D NAILS EA. RAFTER (TYP.)
71B* X 14"X 14 GA. 4* EMBEDMENT IN CONC.
CONT. CONC. BEAM
(SEE STRUCTURAL DRAWINGS)
LIGHT TEXTURED STUCCO
ON 8- CONC. BLOCKS (TYP.)
4" CERAMIC BASE BOARD
16"x16" CERAMIC TILE
EXISTING 4' CONCRETE SLAB.
EXISTING 2000 CONT.
CONC. FIG. (2 #5
IN.)
M. •• 0
11
1 M.
1� 404 A-UK