HomeMy WebLinkAboutAQVST Lot 7 A801 ws REV04 SS3'-0"RUN
1"RISE3'-6"1" BEYOND SLIDING GLASS DOOR
PERIMETER SEAL
3/4" RECESS
RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN
THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND
WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR
PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE
RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE
EXTERIOR FACE OF THE WALL
RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD
TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB
AND THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR
PERIMETER SEALANT.
VULKEM TRAFFIC COATING TO BE
USED ON BALCONY SURFACES
MEMBRANE
WATERPROOFING
STUCCO
CANT BEAD
SLIDING GLASS DOOR
FRAME SILL
CONCRETE BLOCK
06 WATERPROOFING @ BALCONY NTS 02 STAIR & RAIL DETAIL 3/4" = 1'-0"
03 WOOD BALCONY RAILING DETAIL 3/4" = 1'-0"07 EXTERIOR RAILING ATTACHMENT NTS
HARDWOOD
RISERS
HARDWOOD
TREADS
DECORATIVE
HARDWOOD SKIRTBOARD
HARDWOOD BALUSTERS
SPACED TO REJECT
4" DIAMETER SPHERE
GRASPABLE TOP RAIL PER
N.F.P.A. 101 5-2.2.4.5 (C)
HARDWOOD BALUSTERS
SPACED TO REJECT
4" DIAMETER SPHERE
NEWEL POST
TANDEM CAP @
NEWEL POST
(2) 2x12 STRINGER
EACH SIDE OF STAIRS
& (1) @ CENTER
(see shop dwg's)
R 311.5.6 HANDRAILS SHALL BE PROVIDED
ON AT LEAST 1 SIDE OF EACH STAIRS &
SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT
UPPER STAIR - RISE=7.09", RUN=11"
LOWER STAIR - RISE=6.95", RUN=11"
01 INTERIOR FRAME WALL (NON BEARING)1 1/2" = 1'-0"
NOTE:
P.T. 2x4 FRAMING AROUND
ALL SHOWER OPENINGS
BATT INSULATION FOR WALLS
BETWEEN CONDITIONED and
UNCONDITIONED SPACES, AT
OPT. LOCATIONS FOR SOUND-
SEE PLANS
35 8" METAL STUDS
(25 ga) @ 16" O/C
35 8" METAL RUNNER
TRACKS (25 ga) TOP & BOTFOR FIRE RATED & ADJACENT WALLS:
TOP & BOT RUNNERS TO BE FASTENED TO
CEILING & FLOOR @ MAX 24" O/C w/ 5/8"
EMBED NAILS OR SELF TAPPING SHEET
METAL SCREWS FOR METAL TO METAL
5/8" GYP BOARD w/ A
LEVEL 4 FINISH OR
5/8" DUROCK @ WET AREAS
08 ALUMINUM GUARD DETAIL 3/4" = 1'-0"3'-0"TOP CAP ON
2"x212" TUBE
NOTE:
ALL FASTENERS FOR RAIL ATTACHMENTS
TO BE STAINLESS STEEL
2" x 2" SQ
PICKET
2" x 2" SQ
PICKET
12" DIA SOLID
ALUM ROD
(TYP.)
NOTE:
PICKET SPACING TO
REJECT 4" DIA. SHERE
+-312"NON-SKID FLOORING ON
EPOXY BASED SETTING MATERIAL
& GROUT OVER TRAFFIC COATING
(NO PHOSPHATE BASED MORTAR)
BULLNOSE
EDGE
SMOOTH STUCCO
FINISHED BALCONY
TRAFFIC COATING
05 BALCONY EDGE DETAIL NTS
WATER DRIP
GROOVE
04 ALUMINUM GUARD DETAIL 3/4" = 1'-0"3'-0" MINTOP CAP ON
2"x2" TUBE
NOTE:
ALL FASTENERS FOR RAIL ATTACHMENTS
TO BE STAINLESS STEEL
2" x 2" SQ
PICKET
1 1/2" x 2" SQ
PICKET
12" DIA SOLID
ALUM ROD
(TYP.)
NOTE:
PICKET SPACING TO
REJECT 4" DIA. SHERE
+-358"112"312"112"
4"
MIN POST EMBEDMENT = 4"
3 1/4" DIA x 4" DEEP HOLE
INTO CONCRETE, FILL HOLE
w/ EPOXY BONDING/GROUTING
ADHESIVE (SIKADUR 32 HI-MOD)
RAILING POST (REFER TO SHOP
DRAWINGS FOR SIZE & LOCATIONS)
4" MIN EDGE
DISTANCE
1
NOTE:
FOR WALLS BELOW DFE THEY SHALL
ATTACHED WITH NO 6 SELF TAPPING
@ 16" O/C TOP & BOT SUCH THAT THEY
WILL BREAK AWAY FROM SURROUNDING
STRUCTURE DURING A FLOOD EVENT
WITHOUT HARM TO THE STRUCTURE
D3 INTERIOR NON-BEARING
BREAKAWAY WALL CONSTRUCTION 1 1/2" = 1'-0"
35 8" METAL STUDS
(25 ga) @ 16" O/C
35 8" METAL RUNNER
TRACKS (25 ga) TOP & BOT2x4 NAILED TO
FLOOR TRUSSES
((2) 16d each truss)
NORMAL
MATERIALS
FLOOD PROOF MATERIALS
(CLASS 4 OR 5 PER FEMA
TECHNICAL BULLETIN #2)
P.T. 2x4 w/ 1/4" x 3"
CORROSION RESISTANT
TAPCONS @ 16" O/C
No. 6 x 1" GALV SCREWS
@ 32" O/C TO BOT PLATE
DESIGN FLOOD
ELEVATION (DFE)
SEE PLANS
No. 6 x 1" GALV SCREWS
@ 32" O/C TO TOP RUNNER
1
THIS DESIGN ALLOWS THE METAL FRAMED WALL
TO BREAKAWAY FROM THE PERMANENT TOP &
BOT 2x4 RUNNERS WITHIN THE 10-20 PSF LOADING
RANGE WITHOUT HARM TO THE ELEVATED PORTION
OF THE BUILDING OR SUPPORTING FOUNDATION
D1 TYPICAL 2-STORY WALL SECTION 3/4" = 1'-0"D2 TYPICAL 3-STORY WALL SECTION 3/4" = 1'-0"
TOP OF BEAM
@ +23'-0" A.F.F.
3 4" GYPSUM TOPPING ON 3 4" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
5 8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES OR
METAL FRAMING @ SOFFITS
24" DEEP PRE-ENG FLOOR
TRUSSES @ 24" O/C MAX2'-0"TOP OF BEAM & 1ST FLOOR
ELEV 0'-0"
TOP OF BEAM
@ +11'-4" A.F.F.
F1
A802
MIN 8"x8" BOND BEAM
(SEE STRUCTURAL PLANS)
RATRUN RESTRAINTS
(SEE STRUCTURAL PLANS)
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
SEE SHEET A802 FOR
TRUSS END DETAILS
PRE-ENG. ROOF
TRUSSES @ 24" O/C
5 8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES
12
4 1/2
8"x16" BOND BEAM
(SEE STRUCTURAL PLANS)
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX 'X' WITHOUT A COATING
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX 'X' WITHOUT A COATING
3 4" GYPSUM TOPPING ON 3 4" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
5 8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES OR
METAL FRAMING @ SOFFITS
24" DEEP PRE-ENG FLOOR
TRUSSES @ 24" O/C MAX2'-0"P.T. 2x4 FIRESTOP CONT.
TOP OF BEAM & 1ST FLOOR
ELEV 0'-0"
8"x16" BOND BEAM
(SEE STRUCTURAL PLANS)
SEE STRUCTURAL PLANS
FOR PILING, GRADE BEAMS,
FOUNDATION DETAILS
GRADE VARIES
3/4" RECESS
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
GARAGE/LOBBY @
ELEV -14'-10"/-11'-0"
5/8" GYP BD. OVER FI-FOIL VR PLUS
SHIELD INSULATION (R-7) OVER 1 1/2" x 1 1/2"
METAL FURRING (16 GA.) @ 16" O/C"
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX 'X' WITHOUT A COATING
3 4" GYPSUM TOPPING ON 3 4" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
5 8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES OR
METAL FRAMING @ SOFFITS
24" DEEP PRE-ENG FLOOR
TRUSSES @ 24" O/C MAX2'-0"TOP OF BEAM & 2ND FLOOR
@ +13'-0" A.F.F.
8"x16" BOND BEAM
(SEE STRUCTURAL PLANS)MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX 'X' WITHOUT A COATING
F1
A802
MIN 8"x8" BOND BEAM
(SEE STRUCTURAL PLANS)
RATRUN RESTRAINTS
(SEE STRUCTURAL PLANS)
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
SEE SHEET A802 FOR
TRUSS END DETAILS
PRE-ENG. ROOF
TRUSSES @ 24" O/C
5 8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES
12
4 1/2
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX 'X' WITHOUT A COATING
GENERAL NOTE SPECIFICATIONS:
-ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
GENERAL NOTE SPECIFICATIONS:
-ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
INSULATION NOTES:
1. ALL INSULATION TO COMPLY w/ FBC 2017 R302.10 FOR
FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 25.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
INTERIOR WALL & CEILING FINISH NOTES:
1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2017
R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 200.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
EAST COAST METAL
STANDING SEAM METAL ROOF
OVER TAMKO ASTM TYPE 2
30# FELT OVER GAF VERSASHIELD,
TIN TAG FELT TO APA 40/20 19/32"
EXPOSURE 1 PLYWOOD
EAST COAST METAL
STANDING SEAM METAL ROOF
OVER TAMKO ASTM TYPE 2
30# FELT OVER GAF VERSASHIELD,
TIN TAG FELT TO APA 40/20 19/32"
EXPOSURE 1 PLYWOOD
3
3
P.T. 2x4 FIRESTOP CONT.
P.T. 2x4 FIRESTOP CONT.
NORMAL
MATERIALS
FLOOD RESISTANT MATERIALS
(CLASS 4 OR 5 PER FEMA
TECHNICAL BULLETIN #2)
DFE (DESIGN FLOOD
ELEVATION @ 16.4 NAVD)
5/8" NON PAPER FACED GYP BD. OVER
1 1/2" x 1 1/2" METAL FURRING (16 GA.)
@ 16" O/C"4"P.T. 1x2
CONTINUOUS 3 4" FOIL FACED
CLOSED CELL POLYISO FOAM
INSULATION BD (R-5)
SEE STRUCTURAL PLANS
FOR PILING, GRADE BEAMS,
FOUNDATION DETAILS
GRADE VARIES
3/4" RECESS
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
GARAGE/LOBBY @
ELEV -14'-10"/-11'-0"
5/8" GYP BD. OVER FI-FOIL VR PLUS
SHIELD INSULATION (R-7) OVER 1 1/2" x 1 1/2"
METAL FURRING (16 GA.) @ 16" O/C"NORMAL
MATERIALS
FLOOD RESISTANT MATERIALS
(CLASS 4 OR 5 PER FEMA
TECHNICAL BULLETIN #2)
5/8" NON PAPER FACED GYP BD. OVER
1 1/2" x 1 1/2" METAL FURRING (16 GA.)
@ 16" O/C"
CONTINUOUS 3 4" FOIL FACED
CLOSED CELL POLYISO FOAM
INSULATION BD (R-5)
P.T. 2x4 FIRESTOP CONT.
P.T. 2x4 FIRESTOP CONT.
5/8" GYP BD. OVER FI-FOIL VR PLUS
SHIELD INSULATION (R-7) OVER 1 1/2" x 1 1/2"
METAL FURRING (16 GA.) @ 16" O/C"
5/8" GYP BD. OVER FI-FOIL VR PLUS
SHIELD INSULATION (R-7) OVER 1 1/2" x 1 1/2"
METAL FURRING (16 GA.) @ 16" O/C"
44"P.T. 1x2 (PREVENTS WICKING)ACQUAVISTA LOT #7VENETIAN ADMINISTRATION LLC6.24.2020ob No. 1802011
permit sets GS 10.5.2018
1 1st Building Comments GS 2.18.2019
2 2nd Building Comments GS 3.7.2019
3 As built roofing GS 6.24.2020
4 flood resistant materials GS 6.24.2020
A801