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HomeMy WebLinkAboutLOT 9_A801 REV 5 (2020-06-25) 7_15_20-pdf3'- 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"D1 TYPICAL 2-STORY WALL SECTION 3/4" = 1'-0"D2 TYPICAL 3-STORY WALL SECTION 3/4" = 1'-0"07 EXTERIOR RAILING ATTACHMENT NTS TOP OF BEAM @ +23'- 0" A. F. F. 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, REF. GC FOR APPROVED BALLUSTRADE PROFILE 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"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. 1x4 CONT. 1ST FLOOR ELEV 0'-0"TOP OF BEAM @ + 11'-0" A.F.F. MIN 8"x8" BOND BEAM SEE STRUCTURAL PLANS) P.T. 1x3 FIRESTOP CONT. RATRUN RESTRAINTS SEE STRUCTURAL PLANS)SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS SEE DETAIL D4 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 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. ( PLACEPLYWOOD PERPENDICULAR TO TRUSSES)5 8" GYPSUM BOARD CLG ATTACHED TO BOT CHORD OF TRUSSES OR METAL FRAMING @ SOFFITS 24" DEEP PRE-ENG FLOORTRUSSES @ 24" O/C MAX2'-0" P.T. 1x4 CONT.1ST FLOOR ELEV 0'- 0"SEE STRUCTURAL PLANS FOR ALL CMU BOND BEAM AND CONCRETE TIE BEAM SPECIFICATIONS MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377APPENDIX 'X' WITHOUT A COATING3 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-ENGFLOOR TRUSSES @ 24" O/C MAX2'-0"P.T. 1x3 FIRESTOP CONT.P.T. 1x4 CONT.2ND FLOOR @ +13'-0" A.F.F.MIN R-20 1/ 2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX 'X' WITHOUT A COATING 16" DEEP CONC. TIE BEAM SEE STRUCTURAL PLANS) P.T. 1x3 FIRESTOP CONT.RATRUN RESTRAINTS SEE STRUCTURAL PLANS)SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS PRE- ENG. ROOF TRUSSES @ 24" O/ C 5 8" GYPSUM BOARD CLG ATTACHED TO BOT CHORD OF TRUSSES MIN R-20 1/ 2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX 'X' WITHOUT A COATING 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, ATOPT. LOCATIONS FOR SOUND-SEE PLANS 35 8" METAL STUDS25 ga) @ 16" O/C 358" 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 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 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"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.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 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 STRUCTURED3 INTERIOR NON- BEARING BREAKAWAY WALL CONSTRUCTION 1 1/ 2" = 1'-0"35 8" METAL STUDS 25ga) @ 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 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 RAISED SMOOTH STUCCO FRIEZE (SEE ELEVATION FOR WINDOW HEAD ALIGNMENT) SEE STRUCTURAL PLANS FOR ALL CMU BOND BEAM AND CONCRETE TIE BEAM SPECIFICATIONS RAISED SMOOTH STUCCO FRIEZE (SEE ELEVATION FOR WINDOW HEAD ALIGNMENT)D4 TYPICAL ROOF EDGE PROFILE 3/4" = 1'- 0"2'- 2"RAISED SMOOTH STUCCO FRIEZE (SEE ELEVATION FOR WINDOW HEAD ALIGNMENT)MIN. 5 8" STUCCO ON SELF FURRING METAL LATH SOFFIT GALVANIZED METAL DRIP OVER P.T. 1x2 ON 2x6 CYPRESS FASCIA WITH (2) 16d TO EACH TRUSS GALVANIZED METAL DRIP OVER P.T. 1x2 ON 2x6 CYPRESS FASCIA WITH (2) 16d TO EACH TRUSS GALVANIZED METAL DRIP OVER P.T. 1x2 ON 2x6 CYPRESS FASCIA WITH (2) 16d TO EACH TRUSS 2'- 2"SEE DETAIL D4 FOR TRUSS END DETAILS 12 4 1/2 12 4 1/2 SEE STRUCTURAL PLANS FOR PILING, GRADE BEAMS,FOUNDATION DETAILS GRADE VARIES 3/ 4" RECESS GARAGE/LOBBY @ ELEV - 14'-10"/- 11'-0"SEE STRUCTURAL PLANS FOR PILING, GRADE BEAMS,FOUNDATION DETAILS GRADE VARIES 3/4" RECESS GARAGE/ LOBBY @ ELEV -14'- 10"/-11'-0"P.T. 2x4 FIRESTOP CONT.NORMAL MATERIALS FLOOD RESISTANT MATERIALS CLASS 4 OR 5 PER FEMA TECHNICAL BULLETIN #2)DFE (DESIGN FLOOD ELEVATION @ 16.5 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)FILLED CELLS w/ VERT. DOWELS SEE STRUCTURAL PLANS FOR SIZES & LOCATIONS) 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)4"P.T. 1x2 (PREVENTS WICKING)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 EAST COAST METAL STANDING SEAM METAL ROOF OVER TAMKO ASTM TYPE 2 30# FELT OVER GAF VERSASHIELD,TIN TAG FELT TO APA40/20 19/32"EXPOSURE 1 PLYWOOD 04-24-19PERMIT SET1 CITY COMMENTS CMC 06.26.19 ACQUAVISTA LOT #9VENETIAN ADMINISTRATION LLCALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANSINDICATED OR REPRESENTEDBY THIS DRAWINGARE OWNEDBY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED,EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIEDPROJECT. NONE OF SUCH IDEAS,DESIGNS, ARRANGEMENTS, ORPLANS SHALL BE USED BY,OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FORANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSIONOF RANDALLE. STOFFT, ARCHITECTS, P.A.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLEFORALL DIMENSIONS &CONDITIONS ON THE JOB, & THISOFFICEMUST BENOTIFIEDOF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUSTBESUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SONOTED. © 2018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A.Job No. 1802011 2 CITY COMMENTS CMC 07.16.19 3 GARAGE AND ELECTR. CMC 10. 15. 19 4