Laserfiche WebLink
STANDING SEAM <br />ROOF PANEL <br />PRE-ENGINEERED ROOF <br />TRUSS FRAMING <br />RE: STRUCTURAL <br />40 MIL. SELF -ADHERED ICE <br />AND WATER SHIELD <br />5/8" EXTERIOR <br />GRADE PLYWOOD <br />5 <br />All <br />C <br />CONT. 2X10 <br />FRAMING - <br />CONT. 2X4 <br />FRAMING - <br />wo—I <br />ALUMINUM BRAKE METAL SURROUND <br />OVER ONE LAYER HIGH DENSITY <br />POLYETHYLENE BARRIER OVER ONE <br />LAYER BUTYL MEMBRANE BARRIER <br />TOWER STANDING SEAM EAVE DETAIL <br />3" = V-0" <br />v <br />v <br />v <br />FULL PANEL <br />FULL VENT <br />FULL PANEL <br />SOLID <br />FULL PANEL <br />FULL VENT <br />FULL PANEL <br />SOLID <br />6" PROVIDE GAP IN SHEATHING 6" <br />FOR VENTING <br />5/8" PLYWOOD <br />lllllll <br />llllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />llllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />llllll <br />lllllll <br />lllllll <br />lllllll <br />llllll <br />lllllll <br />lllllll <br />llllll <br />llllll <br />lllllll <br />lllllll <br />llllll <br />llllll <br />lllllll <br />lllllll <br />lllllll <br />llllll <br />llllll <br />lllllll <br />lllllll <br />lllllll <br />lllllll <br />llll ll <br />llllll <br />lllll i <br />llllll <br />PERFORATED PANELS <br />7 SCHEMATIC RCP LAYOUT <br />A3.1 1 =1 1-0" . . <br />15 <br />All <br />ALUMINUM BAR GRATING <br />LADDER PLATFORM TOP <br />LANDING <br />1" X 2-1/2" X 1 /8" 6063 <br />T52RECTANGULAR <br />ALUM.TUBE <br />ALUMINUM ANGLE <br />FASTENED TO HORIZ. <br />10 <br />A3.1 <br />2"x1" LADDER RUNGS <br />(KNURLED) AT V-0" O.C. <br />VERTICAL SPACING <br />LADDER BRACKETS: WELD <br />1/4" THICK WELD TO <br />UPDRIGHTS AT MAX 24" <br />O.C. VERTICAL SPACING - <br />RAIL <br />BEYOND <br />PROVIDE PAD <br />UNDER SKID <br />METAL FRAMING RUN <br />VERTICALLY @ LADDER <br />SUPPORTS <br />1/2" X 3-1i2" STAINLESS <br />STAINLESS STEEL LAG <br />BOLT WITH FLAT WASHER <br />(TYP.) I <br />LADDER AND RAILING NOTES: <br />1. SUBMIT DRAWINGS AND CALCULATIONS IN COMPLIANCE WITH OSHA STANDARDS <br />2. MATERIALS: ALUMINUM ALLOY WITH STAINLESS STEEL HARDWARE - GRIND WELDS SMOOTH <br />3. RUNGS SHALL BE DESIGNED FOR A SINGLE CONCENTRATED LOAD OF 300 LBS APPLIED IN <br />MIDDLE. RUNGS SHALL BE KNURLED OR PROVIDED WITH A SKID -RESISTANT MATERIAL TO <br />MINIMIZE SLIPPING. <br />4. LADDER BRACKETS SHALL SUPPORT TWO 300 LB LOADS. <br />5. RAILING SHALL BE DESIGNED TO SUPPORT A LOAD OF 50 P.L.F. APPLIED IN ANY DIRECTION. A <br />TOP RAILING LOAD OF 200 LB IN ANY DIRECTION ON ALL PARTS OF THE SYSTEM IS ALSO <br />REQUIRED, NOT SIMULTANEOUSLY. <br />6. LADDER WILL COMPLY WITH SECTION 1509.6.4 OF FBC-BUILDING. <br />25 LADDER SECTION <br />A3.1 1'. = V-0" <br />PANEL SOFFIT <br />J-MOLDS <br />CONT, LED LIGHTING @ <br />TOWER SOFFIT, RE: ELECT. <br />51/2" FIBER CEMENT SIDING TRIM <br />RE: EXT. FINISH SCHEDULE <br />STUCCO <br />RE: EXT. FINISH SCHEDULE <br />T.O. FASCIA-qV— <br />10'-4" <br />FASTENERS PER NOA OR <br />FLORIDA PRODUCT APPROVAL <br />N <br />ONE LAYER HIGH -DENSITY <br />POLYETHYLENE BARRIER <br />OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE OVER <br />5/8" EXTERIOR -GRADE <br />PLYWOOD SHEATHING <br />FLUSH FACE <br />EXTENDER 22 GA. _ <br />GALV. MATERIAL N <br />(12'4" LENGTHS) <br />1-1/2" METAL FRAMING <br />CONT. 22 GA. GALV. <br />CLEAT, 12'-0" LENGTHS <br />B.O. SOFFIT FRMG <br />9'-0 5/8" <br />J-MOLD <br />SOFFIT SHALL BE FLUSH <br />WITH TOP OF STOREFRONT <br />g OVERHANG FASCIA <br />A3.1 3" =V-0" <br />FINISH, I <br />FLASHIN <br />COUNTE <br />SUBSTR <br />EXTEND <br />MEMBRI <br />MIN. 8" <br />TAPERE <br />ALUMINUM GUTTER STRAP @ <br />24" O.C. ATTACH WITH SCREWS <br />OR POP RIVETS <br />.032 POLISHED ALUMINUM <br />GUTTER BY G.C. - STYLE K <br />NOTE: GUTTER SHALL <br />BE CONTINUOUS - NO <br />SEAMS ALLOWED <br />ROOF FINISH SYS7 <br />ROOF PLAN & SEC' <br />CONT. CLIP ATT. W <br />SCREW @ 8" O.C. <br />i <br />SCREW IN WOOD <br />BLOCKING @ 18" O.C. <br />i� <br />61/4 <br />4\1� <br />CONT. S.S. DRIP <br />FLASHING <br />NOTE: FLASHINGS MIN. 26GA <br />CORROSION RESISTANT MTL. <br />5 <br />GUTTER DETAIL <br />— EXTRUDED ANCHOR BAR <br />5/8" PLYWOOD <br />ALUM. COPING CAP W/ 20 <br />NO TOP FASTENING <br />I <br />GA. CLEAT AND <br />THROUGH PARAPET CAP <br />— ROOFING MEMBRANE: WRAP <br />DOWN FASCIA BENEATH "EXTENDER" <br />-; <br />EXTEND ROOFING MEMBRANE <br />CONCEALED SPLICE PLATE, <br />COLOR: AS SCHEDULED <br />UP WALL, MIN. 8" <br />WRAP ROOFING <br />CONT. STEEL TUBE <br />MEMBRANE DOWN <br />RE: STRUCTURAL <br />BENEATH CLEAT <br />`.. <br />METAL FRAMING <br />z <br />RE: STRUCTURAL <br />8" METAL FRAMING <br />I <br />eo <br />WHITE SINGLE PLY <br />CONT. 2X P.T. WOOD BUCKS <br />SHALL BE ATTACHED USING HILTI; <br />I ROOFING MEMBRANE <br />KWIK PRO SELF DRILLING SCREWS <br />7/8" STUCCO FINISH OVER <br />EXTEND CONTINUOUS <br />FASTENERS PER NOA OR FLA <br />S-WW 14X20X2 3/4" PFH #4 WINGS <br />3.4# SELF -FURRING <br />UP AND UNDER <br />PRODUCT APPROVAL <br />— — — — <br />@ 18" O.C. <br />GALVANIZED METAL LATH <br />_ <br />PARAPET COPING <br />OVER ONE LAYER HIGH <br />CONT. ANGLE <br />BRAKE METAL FILLER ANGLE TO <br />DENSITY POLYETHYLENE <br />I <br />NO TOP -FASTENING <br />RE: STRUCTURAL <br />MATCH STOREFRONT. WRAP <br />BARRIER OVER ONE LAYER <br />I I <br />THROUGH PARAPET CAP <br />EXPOSED SUBSTRATE AND <br />BUTYL RUBBER MEMBRANE <br />I <br />I I <br />.'' <br />ROOFING MEMBRANE. WRAP <br />ALUM. COPING CAP W/ 20 <br />1-1/2" METAL FURRING <br />— — _ _ <br />TERMINATE BEHIND STOREFRONT <br />BARRIER OVER 5/8" <br />`!, <br />\ <br />DOWN BENEATH CLEAT <br />GA. CLEAT AND <br />FRAME <br />EXTERIOR GRADE <br />0 <br />3/4" PLYWOOD <br />CONCEALED SPLICE PLATE, <br />J CHANNEL <br />PLYWOOD SHEATHING <br />\`: <br />COLOR: AS SCHEDULED <br />\17-4 <br />I <br />2 <br />- <br />METAL FURRING <br /># OU EKERSINK <br />SCREWS @WS <br />WHITE SINGLE PLY <br />— <br />12" O.C., STAGGERED <br />ROOFING MEMBRANE, <br />-h; <br />EXTEND CONTINUOUS <br />CONT. <br />SOFFIT PANEL <br />� <br />i <br />UP AND UNDER <br />PARAPET COPING <br />LIGHT GAUGE METAL FRAMING <br />PERIMETER <br />ENSURE SOFFIT PANEL IS FLUSH.....................- <br />SU <br />'. `' <br />;' <br />`': <br />.. <br />`:::...:.:: <br />RE: STRUCTURAL <br />CAUL <br />WITH T.O. STOREFRONT FRAME <br />_..:....:.....,.... :.:.,...':.L:..,...'.::::.:..':.::.:.:..`.::::.:::: <br />°:::::::::; <br />� <br />— T.O. STEEL <br />I <br />22'- 4" <br />CONT. CAULK, TOP AND SIDES <br />., <br />g OVERHANG <br />@ STOREFRONT <br />10 PARAPET @LADDER <br />OPENING <br />X <br />T. P. <br />CONT. 2X6 TY <br />r <br />:.. <br />A3.1 3" =1'-0" <br />1X10 CPVC TRIM. <br />RE: ELEVATIONS <br />7" MIN. <br />ONE LAYER HIGH DENSITY <br />STEEL TUBE. <br />_ <br />MAINTAIN 1/2" GAP <br />OLYETHYLENE BARRIER <br />RE: STRUCTURAL <br />r <br />OVER ONE LAYER BUTYL <br />1/2 X 31/2 <br />RUBBER MEMBRANE <br />' ' <br />I <br />2X6 TRIM. <br />LAG BOLTS WITH FLAT <br />RE: ELEVATIONS <br />WASHERS (TYP.) <br />MOISTURE BARRIER <br />WHITE SINGLE PLY <br />SEALANT <br />I OFING"I <br />CONT. 2X6 <br />CONCEALED <br />LADDER BRACKETS: <br />i <br />MEEMBRANE. <br />`' <br />I <br />BLOCKING. <br />/ / <br />SPLICE PLATE <br />1/4" THICK WELD TO <br />i <br />m <br />I EXTEND <br />I <br />COUNTERSINK #10 <br />UPRIGHTS AT MAX 24" <br />2x2 <br />STUCCO <br />CONTINUOUS UP <br />\ <br />I <br />N <br />TEK BUGLE HEAD <br />O.C. VERTICAL <br />ALUMINUM <br />CASING BEAD <br />STUCCO <br />I I <br />AND UNDER <br />N <br />SCREWS @ 16" O.C., <br />PRE -FABRICATED <br />SPACING <br />ANGLE <br />: ` <br />�, - <br />PARAPET COPING <br />� � <br />I <br />(STAGGERED), TYP, <br />MITRED CORNER <br />i <br />= <br />PLYWOOD <br />-.�� <br />� _ <br />�. , { <br />LADDER RUNGS AT <br />o <br />i <br />SHEATHING <br />g'�\ <br />I' <br />ROOF MEMBRANE. <br />PLYWOOD <br />I <br />2X6 TRIM <br />RE: ELEVATIONS <br />V-0" O.C. VERTICAL <br />0 <br />1 <br />CONTINUE OVER <br />SHEATHING <br />I <br />WRAP TRIM FLUSH <br />SPACING <br />i 25 <br />PARAPET AND <br />" <br />`o <br />WITH STUCCO <br />,� <br />FACE NAIL. <br />11' <br />A3.1 <br />- <br />o <br />o <br />``' <br />SADDLE FLASHING <br />`C" <br />I <br />STUCCO J <br />ALUMINUM BAR <br />`�' <br />MOLD <br />GRATING LADDER <br />i <br />STUCCO <br />L' <br />7l8" STUCCO FINISH OVER 3.4#SELF <br />PLATFORM TOP <br />i <br />CASING BEAD <br />I <br />OUTSIDE OF ROOF <br />FURRING GALVANIZED METAL LATH OVER <br />END TRIM <br />LANDING <br />i <br />I <br />ONE LAYER HIGH DENSITY POLYETHYLENE <br />, <br />SEALANT <br />BARRIER OVER ONE LAYER BUTYL RUBBER <br />LADDER FRAME <br />i <br />PLYWOOD <br />MEMBRANE BARRIER OVER 5/8" EXTERIOR <br />t <br />FINISH 0 <br />7/8" STUCCO OVER 3 4# <br />SELF FURRING GALVANIZED <br />(BELOW) <br />STUCCO <br />SHEATHING <br />GRADE PLYWOOD SHEATHING <br />_ <br />METAL LATH OVER ONE LAYER <br />SAFETY CHAIN AT <br />HIGH DENSITY POLYETHYLENE <br />PLATFORM FRAME <br />REAR OF LADDER <br />BARRIER OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE BARRIER <br />EDGE OF ROOF <br />1' 8 <br />INSIDE OF ROOF <br />OVER 5/8" EXTERIOR GRADE <br />PARAPET <br />SHEATHING. WRAP <br />15 LADDER PLAN <br />16 PARAPET TRANSITION AT TOWER <br />17 <br />PARAPET DETAIL <br />1 g LADDER ACCESS COPING <br />STUCCO. <br />A3.1 1 " = V-0" <br />A3.1 1 =1 �-0" <br />A3.1 <br />3" =1'-0" <br />A3.1 1" =1 -0" <br />CEMENT BOARD LAP SIDING OVER ONE <br />SIM <br />LAYER HIGH DENSITY POLYETHYLENE <br />f21 <br />BARRIER OVER ONE LAYER BUTYL <br />A3.1 <br />RUBBER MEMBRANE BARRIER OVER <br />5/8" EXTERIOR GRADE PLYWOOD <br />SHEATHING <br />STARTER STRIP <br />—0 <br />C <br />FLASHING EXTEND 4" UP M <br />WALL BEHIND LAP SIDING <br />HARDIE TRIM <br />METAL PLATE, <br />RE: STRUCTURAL <br />13 <br />STEEL COLUMN, <br />- <br />A7 <br />RE: STRUCTURAL <br />M <br />ANCHOR ROD BRACKET, <br />RE: STRUCTURAL <br />I <br />EXTEND GWB TO <br />I BOTTOM OF DECK. (TYP.) <br />1 1/2" <br />ALL EXTERIOR WALLS <br />SEALANT ON ALL SIDES <br />— <br />CONTRACTOR TO CUT TRIM <br />CONT. 2X WOOD BUCKS SHALL BE <br />W/ MAX 1/4" GAP ON ALL SIDES <br />ATTACHED USING HILTI KWIK-PRO <br />SELF DRILLING SCREWS S-WW <br />SEALANT _ <br />co ; ` <br />I <br />14X20X2 3/4" PFH #4 WINGS @ 18" O.C. <br />CEMENT BOARD LAP SIDING OVER ONE <br />HSS 8X8X1/4 BEHIND <br />LAYER HIGH DENSITY POLYETHYLENE <br />I <br />RE: STRUCTURAL <br />BARRIER OVER ONE LAYER BUTYL <br />STOREFRONT <br />ROOF DECK I / RUBBER MEMBRANE BARRIER OVER <br />RE: STRUCTURAL 5/8" EXTERIOR GRADE PLYWOOD CONT. 2X WOOD BUCKS SHALL BE <br />SHEATHING ATTACHED USING HILTI KWIK-PRO <br />SELF DRILLING SCREWS S-WW <br />TRANSITION AT ROOFING/EXTERIOR FINISH 21 HANGER ROD BRACKET COVER DETAIL I 14X20X2 3/4" PFH #4 WINGS @ 18" O.C. <br />3" = V-0" <br />5/8" EXTERIOR <br />PLYWOOD SHE <br />EXTEND ROOFI <br />MEMBRANE UP <br />3" PVC PIPE. E) <br />DOWNSPOUT <br />LIGHT GA FRAM <br />RE:STRUCTUR <br />CONT. 2X P.T. b <br />SHALL BE ATT/ <br />KWIK-PRO SEL <br />SCREWS S-WM <br />4 WINGS @ 18" <br />jk B.O.OVEI <br />9'-oil <br />STOREFRONT <br />4" ROUND S.S. <br />DOWNSPOUT <br />26 <br />_ SIDE 0VLHHANU 6LU I IUN <br />A3.1 1 1/2" =1'-0" <br />nuvu i T F. m i <br />DOWNSPOUT <br />3" = V-0" <br />8" DIA. ROOF DRAIN WITH <br />EXTENSION SLEEVE AS <br />REQUIRED <br />LIGHT FIXTURE <br />RE: ELECTRICAL <br />TAPERED INSULATION <br />BOARD <br />SINGLE PLY <br />ROOFING MEMBRANE <br />METAL DECK <br />RE: STRUCTURAL <br />STEEL TUBE, <br />RE: STRUCTURAL <br />1 1/2" 18 GA FURRING <br />AT 12" O.C. <br />PORCH OVERHANG SECTION <br />1 1/2" =1'-0" <br />4" ROUND S.S. DOWNSPOUT <br />SUPPORT ROD. RE: STRUCTURAL <br />,HEMCURB OR <br />DIVALENT W/ PROPACK <br />URABLE SEALER <br />IGLE PLY <br />_HANGER ROD ANCHOR I� <br />15' 2" v <br />T.O. CLERESTORY /1 <br />O <br />tra <br />CIO <br />W <br />O <br />Q <br />W <br />� <br />z <br />Q <br />J <br />cl) <br />Q <br />Z <br />m <br />Z <br />w <br />z <br />cf) <br />0 <br />Q <br />w <br />c) <br />O <br />N <br />Q <br />O <br />1 <br />Lo <br />CID <br />N <br />W <br />0 <br />T <br />r <br />T <br />N <br />>� <br />J <br />CO <br />co <br />ap <br />LL <br />Z <br />J_ J <br />Q <br />W <br />0 <br />Lu <br />O <br />z <br />Q <br />M = <br />o <br />N <br />a <br />}' <br />o <br />N <br />M <br />0 <br />d <br />5 <br />M <br />O <br />-a <br />m <br />r <br />c <br />c <br />O <br />L-J <br />w <br />d <br />O <br />z <br />o <br />z <br />H <br />rn <br />o <br />U <br />M <br />z <br />w <br />Y <br />0 <br />o <br />cl <br />CD <br />M <br />x¢ <br />U <br />L <br />0 <br />r;, <br />a <br />s <br />c: <br />cr <br />