The URL can be used to link to this page

Home My WebLink AboutRevision, Approved Deferred submittal3' 0 RUN 1" RI S E 3' 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" TOP OF BEAM @ +23'-0" A.F.F. HARDWOOD RISERS HARDWOOD TREADS DECORATIVE HARDWOOD SKIRTBOARD WOOD STAIRS 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 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/CMAX2' 0 P.T. 1x3 FIRESTOP CONT. P.T. 1x4 CONT. 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) P.T. 1x3 FIRESTOP CONT. 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) 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" P.T. 1x4 CONT. 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" 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 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/CMAX2' 0 P.T. 1x3 FIRESTOP CONT. P.T. 1x4 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" P.T. 1x4 CONT. 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" 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/CMAX2' 0 P.T. 1x3 FIRESTOP CONT. P.T. 1x4 CONT. 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) P.T. 1x3 FIRESTOP CONT. 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 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) @ 24" O/C 35 8" METAL RUNNER TRACKS (25 ga) TOP & BOTFORFIRERATED & 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 04 ALUMINUM GUARD DETAIL 3/4" = 1'-0" 3' 0 112"x112" SQ PICKET TYP.) 2"x2" SQ VERTICAL TYP.) 612" 3 1 2 " TOP CAP ON 2"x2" TUBE 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 3 1 2 " 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 07 EXTERIOR RAILING ATTACHMENT NTS 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 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 & BOT2x4NAILEDTO 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 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 2 2 AC Q U A V I S T A L O T 1 VE N E T I A N A D M I N I S T R A T I O N L L C 4. 2 0 2 0 2 0 ob No. 1802011 IBO GS 4.17.2018 ENG REV'S GS 8.6.2018 1 1st Bldg Comments GS 3.1.2019 2 As built roofing GS 4.20.2020 A801