13-12-008WALL CABINET 2'X4' P.T, WOOD BASE PLATE
W /l /2'OA,B. @ 16'
W /OVERSIZED WASHERS
DROP BEAM DETAIL_ N.T.S
2'X4" WOOD BACKING
TYP. OVER DOORS WINDOWS AT BOTTON OF WALL
CABINET AND AT WALL
HUNG PLUMBING FIXTURE 4' WOOD BASE
SECTION VIEW FINISH FLOOR +a' —o"
2 "X4" P.T.
BASE PLATE
WALL HUNG FIXTURE DETAIL
s
MECHANICALY FASTEN #75 BASE SHEET REGULAR p
TO THE WOOD DECK WE SHALL FLOOD COAT THE NEW / V V � I
ENTIRE ROOF SURFACE W /HOT ASPHALT & INSTALL SCALE: = "
ONE LAYERS 5!8' PLWD.SHTNG. (2) PLIES OF FIBERGLASS PLY IV WE SHALL ONCE AGAIN 3 / 4" 1' -0
FLOOD COAT THE ENTIRE ROOF SURFACE W /TYPE IV
W /EXT. GLUE COMFORMING TO HOT ASPHALT & INSTALL A MINERAL SURFACE CAP SHEET
EXISTING HURRICANE SPECS BY AFG -01,BY A.P.A. 3' X 3' -26 GAUGE GALV,
STRAP USE 8d RING SHANK NAILS MTL. DRIP W/ NAILS @ 4'
@ 6' ON CENTER AT PANEL EDGES & AT
DEMO PLYWOOD INTERMEDIATE SUPPORTS & @ 4' ON CENTER ON 1'X2' P.T, NAILER
WHERE REG. ALONG GABLE ENDS FACE GRAIN OF
(FIELD DETERMINE) F SHEATING TO BE PERPENDICULAR TO
JOISTS W /STAGGERED JOINTS.
2 3 > I TOP OF NEW
TIE BEAM NEW 8X12"
12 EL 7-11 3/4"
CONC TIE BM
.25
_
TOP OF EXIST. CONC TBM _ ___'__ °
- ° 4 #5
EL. + 8' -4' (DATUM) ° (TYP)
(field verify) --- - - - - --
EXIST. CONC EXIST CONC TIE BM.
TIE BEAM 2'x 12' WOOD JOISTS @ 16'O /C AI ENT
I °. 4, C
R -19 INSULATION
(6) 1 1/2' MIN, EMBED.
1/2` GYPSUM BOARD OVER
TAPCON SCREW 2' x 12' P.T. PROVIDE 4 #5X36"
1x2 FURRING STRIPS 16 O/C WOOD FASCIA. MIN 4" INTO EXIST
1' X 4' PT. WOOD FIRESTOPPER CONC TBM W/
EPDXY
8'X12' MIN. CONC, TIE BEAM REINF.
W/. (4) 5# CONT, AND BENT AT CORNERS
OVERLAPING 24' AND 3# STIRRUPS @ 1/2' CDX PLYWOOD
12' O.C. FIRST 3' , REST @ 48' O.C. W 8d @ 6'O.C.
EXISTING EXISTING CBS WALL
RESIDENCE
5/8' SMOOTH TEXTURED
NEW 1'x2' P.T. WD. FURRING @ 16' STUCCO FINISH EXIST CBS WALL
4' SLAB ON GRADE WITH ADDITION O.C. PR ❑VIDE CONT. HORIZ.
WWF 1.4xL4 6x6 AT MID FURRING ALONG TOP OF THE
DEPTH, OVER 6 MIL WALLTO ACT AS FIRE STOP
VISQUEEN VAPOR BARRIER, 1/2' GYPSUM WALLBOARD
OVER CLEAN WELL FINISH ON CEILING AND WALLS
COMPACTED FILL AT 95%
WALL INSULATI ❑NCR -4.1>
MIN. DRY DENSITY
# 5 SPLICE REINF. W/ 2' -6'
MIN HEIGHT AND 7' HOOK AT
BOTTOM SET IN CONC. BLOCKS
8' CONCRETE BLOCK W/ No 9 FILLED CELLS
LADDER TYPE MASONRY
REINFORCEMENT @ EVERY SECOND
COURSE VERTICALLY. ( TYP)
AND 1 # 5 VERT. @ 48' O.C. IN EXIST FIN FL
TOP OF EXIST. CONCRETE FILLED CELLS
FINISH FLOOR ELEV. 1' X 3' WOOD FURRING FOR
EL, ± 0' -0' BASE BACKING PROVIDE 2 #5X36"
200 TOP OF NEW MIN 4" INTO EXIST
SLAB � FINISH FLOOR ELEV. CONC FOOTING W/
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° [>t> o p o ° EL. ± o' -p" EPDXY
ff
(TYP) EXIST CONC
TING
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EXIST. CONC. FTG , / , /\ \ //� 16 W. x 16 H, CONC. FOOTING y / \\ / / \� d / \\ /. NEW WF -1 6
W/ (2)5# CONT.
& #4 TRANSVERSAL @ 36'
TBM FTG TIE -IN DETAIL
5 EGT I O N 1-5/2
1 \/° i�:!%�,�':� / %� ✓ % / % /��� /\ \ \��` \` SCALE 3/4 = l'-O"
SCALE : 3/4" = l' -O" S -2
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R -19 BATT INSULATION
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TOP BM. VARIES
1 2" DRYWALL ON
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TOP OF BEAM — — — — — — � — — — — — —
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1" X 3" WOOD FURRINGS
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1 /2" DRYWALL ON
ON 2 "X4" WOOD STUDS
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PROVIDE BACKING FOR WALL CABINETS F.B.C. 2007 RESID.
2'x 4' WOOD STUDS 216'
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BOT OF BEAM
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(2.) A MINIMUN 2" X 4" HORIZONTAL WOOD MEMBER, SECCURELY
/DROP
INTERIOR PARTITION WITH
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FFASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE
2 4" or 6" STUDS AT
0 16" O.C.
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CONC. 11E BEAM OVER INSTALLED FOR THE ATTACHEMENT OF EACH WALL HUNG
4
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L DOORS & WINDOWS & ADD PLUMBING FIXTURE AND WALL CABINET.
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WALL FINISH
2 5 BARS.
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(SEE BEAM SCHEDULE)
MEMBERS IN CONTACT
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FIRE STOP @ MID. HT. MAX
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TOP OF PLATE W /MASONRY SHALL BE
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1 # 5 BARS IN GROUT FILLED
PRESSURE TREATED
CELLS @ DOOR / WINDOW
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LOCATION.
2 "X4" WOOD BAKING
AT TOP OF WALL
CABINET
WALL CABINET 2'X4' P.T, WOOD BASE PLATE
W /l /2'OA,B. @ 16'
W /OVERSIZED WASHERS
DROP BEAM DETAIL_ N.T.S
2'X4" WOOD BACKING
TYP. OVER DOORS WINDOWS AT BOTTON OF WALL
CABINET AND AT WALL
HUNG PLUMBING FIXTURE 4' WOOD BASE
SECTION VIEW FINISH FLOOR +a' —o"
2 "X4" P.T.
BASE PLATE
WALL HUNG FIXTURE DETAIL
s
MECHANICALY FASTEN #75 BASE SHEET REGULAR p
TO THE WOOD DECK WE SHALL FLOOD COAT THE NEW / V V � I
ENTIRE ROOF SURFACE W /HOT ASPHALT & INSTALL SCALE: = "
ONE LAYERS 5!8' PLWD.SHTNG. (2) PLIES OF FIBERGLASS PLY IV WE SHALL ONCE AGAIN 3 / 4" 1' -0
FLOOD COAT THE ENTIRE ROOF SURFACE W /TYPE IV
W /EXT. GLUE COMFORMING TO HOT ASPHALT & INSTALL A MINERAL SURFACE CAP SHEET
EXISTING HURRICANE SPECS BY AFG -01,BY A.P.A. 3' X 3' -26 GAUGE GALV,
STRAP USE 8d RING SHANK NAILS MTL. DRIP W/ NAILS @ 4'
@ 6' ON CENTER AT PANEL EDGES & AT
DEMO PLYWOOD INTERMEDIATE SUPPORTS & @ 4' ON CENTER ON 1'X2' P.T, NAILER
WHERE REG. ALONG GABLE ENDS FACE GRAIN OF
(FIELD DETERMINE) F SHEATING TO BE PERPENDICULAR TO
JOISTS W /STAGGERED JOINTS.
2 3 > I TOP OF NEW
TIE BEAM NEW 8X12"
12 EL 7-11 3/4"
CONC TIE BM
.25
_
TOP OF EXIST. CONC TBM _ ___'__ °
- ° 4 #5
EL. + 8' -4' (DATUM) ° (TYP)
(field verify) --- - - - - --
EXIST. CONC EXIST CONC TIE BM.
TIE BEAM 2'x 12' WOOD JOISTS @ 16'O /C AI ENT
I °. 4, C
R -19 INSULATION
(6) 1 1/2' MIN, EMBED.
1/2` GYPSUM BOARD OVER
TAPCON SCREW 2' x 12' P.T. PROVIDE 4 #5X36"
1x2 FURRING STRIPS 16 O/C WOOD FASCIA. MIN 4" INTO EXIST
1' X 4' PT. WOOD FIRESTOPPER CONC TBM W/
EPDXY
8'X12' MIN. CONC, TIE BEAM REINF.
W/. (4) 5# CONT, AND BENT AT CORNERS
OVERLAPING 24' AND 3# STIRRUPS @ 1/2' CDX PLYWOOD
12' O.C. FIRST 3' , REST @ 48' O.C. W 8d @ 6'O.C.
EXISTING EXISTING CBS WALL
RESIDENCE
5/8' SMOOTH TEXTURED
NEW 1'x2' P.T. WD. FURRING @ 16' STUCCO FINISH EXIST CBS WALL
4' SLAB ON GRADE WITH ADDITION O.C. PR ❑VIDE CONT. HORIZ.
WWF 1.4xL4 6x6 AT MID FURRING ALONG TOP OF THE
DEPTH, OVER 6 MIL WALLTO ACT AS FIRE STOP
VISQUEEN VAPOR BARRIER, 1/2' GYPSUM WALLBOARD
OVER CLEAN WELL FINISH ON CEILING AND WALLS
COMPACTED FILL AT 95%
WALL INSULATI ❑NCR -4.1>
MIN. DRY DENSITY
# 5 SPLICE REINF. W/ 2' -6'
MIN HEIGHT AND 7' HOOK AT
BOTTOM SET IN CONC. BLOCKS
8' CONCRETE BLOCK W/ No 9 FILLED CELLS
LADDER TYPE MASONRY
REINFORCEMENT @ EVERY SECOND
COURSE VERTICALLY. ( TYP)
AND 1 # 5 VERT. @ 48' O.C. IN EXIST FIN FL
TOP OF EXIST. CONCRETE FILLED CELLS
FINISH FLOOR ELEV. 1' X 3' WOOD FURRING FOR
EL, ± 0' -0' BASE BACKING PROVIDE 2 #5X36"
200 TOP OF NEW MIN 4" INTO EXIST
SLAB � FINISH FLOOR ELEV. CONC FOOTING W/
v
D p
° [>t> o p o ° EL. ± o' -p" EPDXY
ff
(TYP) EXIST CONC
TING
FOO
EXIST. CONC. FTG , / , /\ \ //� 16 W. x 16 H, CONC. FOOTING y / \\ / / \� d / \\ /. NEW WF -1 6
W/ (2)5# CONT.
& #4 TRANSVERSAL @ 36'
TBM FTG TIE -IN DETAIL
5 EGT I O N 1-5/2
1 \/° i�:!%�,�':� / %� ✓ % / % /��� /\ \ \��` \` SCALE 3/4 = l'-O"
SCALE : 3/4" = l' -O" S -2
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REVISIONS:
1-
2.-
3
4.
5-
16.-
DATE: DECEMBER 11. 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87
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REVISIONS:
1-
2.-
3
4.
5-
16.-
DATE: DECEMBER 11. 2012
SCALE: SHOWN
DRAWN: MAV
DESIGN BY: MAV
JOB NO: 12 -12/87