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GALVANIZED METAL <br />LINTEL. SEE <br />STRUCTUR <br />SEALANT & <br />BACKER RC <br />IPAINTABLE I <br />FLASHING. <br />SERVICE D <br />SCHEDULE <br />BACK FROI <br />NOTE: <br />SEE FLOOR FINISH <br />PLAN FOR FLOOR <br />FINISHES <br />SERVICE DOOR - — <br />SEE DOOR <br />SCHEDULE AND <br />SCOPE OF WORK <br />FINISH FLOOR--�,, <br />OVER CONCRETE <br />SLAB <br />ADA COMPLIANT — <br />ALUMINUM <br />THRESHOLD - <br />SET IN SEALANT <br />l� <br />PRE -MOLDED <br />EXPANSION JOINT <br />urnnro SEE <br />AL <br />HEAD @ SERVICE DOOR 17 <br />I� <br />THRESHOLD @ SERVICE DOOR 1 18 1 <br />CMU - <br />MASONRY WAL <br />ANCHORS. MIN <br />(4) PER SIDE <br />SEALANT & <br />BACKER ROD <br />SERVICE DOO' <br />SCHEDULE-S <br />BACK FROM F...._ ... ....... <br />JAMB @ SERVICE DOOR 1 191 <br />SUBSTRATE - <br />SEE SHEET A1.0 —� <br />ANODIZED ALUMINUM <br />WINDOW FRAME - SEE <br />WINDOW SCHEDULE. <br />DEBRIS IMPACT BACKER ROD <br />GLAZING. SEE SHE4 AND SEALANI <br />A1.1 <br />TYPICAL WINDOW JAMB DETAIL 1201 <br />ALUM. FLASHING <br />SAME FIN. AS <br />WINDOW FRAME. <br />R.O. <br />3/40 BACKER ROD & <br />SILICONE <br />ANODIZED ALUMINUM WINDOW <br />FRAME - SEE WINDOW SCHEDUI <br />ALIGN FRAME AS SHOWN <br />HEADER - <br />SEE <br />STRUCTURAL <br />. d <br />Q — <br />LAG BOLT <br />& WASHER <br />TYPICAL WINDOW HEAD 1131 <br />ANODIZED ALUMINUM <br />WINDOW FRAME - SEE <br />WINDOW SCHEDULE. - <br />GLAZING. SEE SHEET <br />A1.1 <br />- -- ----- --------- ---------- ------- <br />ANODIZED <br />METAL <br />SILL <br />LAP & GAP WOOD SIDING <br />ON W WOOD FURRING <br />AT 16' O.C. <br />AIR & MOISTURE BARRIER <br />FLASHING LAPPED 21/2' <br />OVER ALUM. FLASHING <br />— KEEP 1/4' CLEAR GAP <br />BETWEEN SIDING & <br />ACCENT BAND FOR <br />FLASHING WEEPING <br />FLASHING <br />8' STUCCO STRIP <br />FLASHING <br />STANDING SEAM METAL <br />PANEL SYSTEM ON AIR & <br />MOISTURE BARRIER ON <br />EXISTING SHEATHING <br />STANDING SEAM METAL <br />PANEL SYSTEM ON AIR & <br />MOISTURE BARRIER ON <br />EXISTING SHEATHING <br />FLASHING <br />CMU <br />8' STUCCO STRIP <br />a <br />STOREFRONT <br />PIZZA HUT FINISH DETAIL 1 16 1 <br />EXTEND DUROLAST <br />ROOFING OVER <br />PARAPET <br />COPING. PAINT IN 24 GA. G.I. COVER PLATE <br />FIELD. SET INTO SEALANT BEAD <br />APPLIED ALONG BOTH <br />MIN. SLOPE = 1'/ FT SIDES OF JOINT - SECURE <br />USING SCREW THRU <br />STEEL/NEOPRENE WASHER <br />CENTERED OVER 1/4- GAP <br />BETWEEN ADJACENT <br />SECTIONS OF NEW <br />COPING. <br />° SCREW THRU <br />a NEOPRENE WASHER @ — <br />W O.C. @ INSIDE <br />FACE ONLY <br />° LAP & GAP SIDING ON SECURE OUTSIDE <br />3/8' WOOD FURRING FACE OF METAL <br />@ 16' O.C. ON SECTIONS USING TWO <br />EXISTING AIR & NAILS THRU SLOTTED <br />MOISTURE BARRIER & HOLES UNDER COVER <br />SHEATHING PLATE <br />° CMU <br />a 24 GA. G.I. CAP <br />FLASHING <br />PIZZA HUT PARAPET DETAIL N.T.S. I 9 i <br />�— COUNTER FLASH @ <br />EXTERIOR FACE <br />NOTE: JOINTS ARE TO OCCUR AT 10-0- MAX. <br />COPING JOINT N.T.S. 5 <br />2' EMBED. <br />® TERMINATION BAR AT TYPICAL HEIGHT OF 18- ABOVE ROOF DECK <br />® SINGLE 2X TOP PLATE. <br />O FACTORY PAINTED 24 GAUGE PARAPET COPING. SLOPE 1/4:1 TOWARDS O DUROLAST SINGLE -PLY ROOFING MEMBRANE ON BACKSIDE OF <br />ROOF WITH FIBER CANT STRIPS UNDER COPING. LAP FRONT AND BACK PARAPET. <br />EDGE 20 DOWN VERTICAL FACE. LAP EXPOSED COPING EDGE EXPOSED <br />ENDS AT VERTICAL PARAPET TRANSITION. <br />IMPORTANT: ONLY FASTEN PARAPET COPING ALONG THE FRONT AND BACK VERTICAL EDGE. NEVER ON TOP OF COPING. <br />PARAPET CAP AND DUROLAST TRANSITION AT LADDER OPENING 1•=1'-a' 7 <br />DURO-LAST SINGLE <br />— PLY ROOF MEMBRANE <br />— BUILT-UP RIGID INSUL CRICKET <br />OVER PLYWOOD ROOF DECK <br />RIGID INSULATION OVER 2x <br />FRAMING <br />SLOPE PER I <br />ROOF PLAN <br />STEEL ROOF <br />DIAPHRAGM <br />FOAM CRICKETS 1 112N=1'-(r I12 <br />4' <br />8 ; .. <br />CONTACT LEE COBB WITH <br />DURO-LAST AT 800434-3876 <br />FOR ROOF MEMBRANE <br />QUESTIONS. <br />NOTES <br />Oj PROVIDE A WOOD NAILER TO MATCH THE THICKNESS OF THE WALL <br />FINISH. NOMINAL O THICK IS TYPICAL BUT MAY VARY. TOP OF WOOD <br />NAILER SHALL BE FLUSH WITH TOP OF WALL FINISH. THE WOOD NAILER <br />SHALL EXTEND AT LEAST 1/20 INCH BEYOND THE LOWER HORIZONTAL <br />EDGE OF THE PARAPET COPING TO ALLOW FOR PROPER FASTENING. <br />O FASTENERS USED TO ATTACH THE COPING TO WOOD NAILERS, MUST BE <br />SPACED NO GREATER THAN 18 - INCHES ON -CENTER. <br />O ALLOW FOR 1/8 - INCH EXPANSION GAP BETWEEN 10-FOOT LENGTHS OF <br />COPING. PROVIDE A COPING JOINT COVERS BETWEEN ENDS OF COPING <br />PIECES AND AT CORNERS. JOINT COVERS SHOULD BE MADE FROM THE <br />SAME MATERIAL AS THE COPING AND SHOULD LAP THE JOINTS A <br />MINIMUM OF 6' ON EITHER SIDE. JOINT COVERS SHALL BE FASTENED <br />THE SAME WAY AS THE COPING. <br />O4 FIBER CANT STRIP SLOPED 1/4:12 TOWARDS ROOF.. <br />O5 ROOF MEMBRANE TO GO OVER TOP OF PARAPET AND FASTENED <br />TO NAILER ON EXTERIOR FACE OF WALL <br />© FACTORY PAINTED 24 GAUGE METAL COPING WITH 4- DROP FRONT, <br />BACK AND ENDS (WHERE SHOWN). <br />O WALL FINISH: 12' SPLIT FACED CMU <br />® SINGLE 2X TOP PLATE <br />ANODIZED) <br />DOOR - SEE <br />SCHEDULE <br />CONCRETE <br />ADA COMPL <br />ALUMINUM' <br />- SET IN SEA <br />PRE-MOLDE <br />EXPANSION <br />PARAPET CAP N.T.S. 12 <br />STOREFRONT DOOR SILL s'=1'-0' 3� <br />ANODIZED ALUM. <br />WINDOW FRAME WEEP <br />HOLES <br />SILL RECEPTOR W/ <br />FASTENER <br />1/4' SETTING BED <br />SIDEWALK <br />4 <br />EXPANSION FILLER <br />ALIGN AS SHOWN WITH <br />4 EDGE OF SLAB <br />4 4 4 <br />a <br />NOTE: SEE DETAIL 16/A6.1 FOR ADDITIONAL INFORMATION REGARDING WATER <br />PROOFING AT AND NEAR WINDOWS / DOORS <br />WILL (a9 FULL IiE1UliT OPENINGS 3-=1'-0" <br />U <br />z <br />M�1 <br />0 <br />Z w o <br />�3" Q o <br />U1 cc 0 <br />w L <br />a �Qo <br />p/c) C\l r� <br />G7 <br />IU Cc co <br />U0Y�O <br />w F-- Q l i Q <br />cj <br />Cc <br />VzUcicf) <br />N LLi <br />w N 2i <br />04 <br />w <br />z <br />w <br />U <br />71 <br />�•OF•FC r); <br />• <br />O co <br />i <br />LEE B. V d <br />a <br />• <br />MA*Y <br />z <br />• <br />d <br />R97470 = <br />.•• <br />���� Y <br />rn <br />r� <br />w <br />w <br />J <br />:11• <br />CONTRACT DATE: <br />BUILDING TYPE: ONE-OFF <br />PLAN VERSION: N/A <br />SITE NUMBER: XXXXX <br />STORE NUMBER: XXXXXX <br />TENANT SHELL <br />ZEPHYRHILLS, FLORIDA <br />CONSTRUCTION <br />DETAILS <br />ROOF <br />6mO <br />PLOT DATE: 5-12-18 <br />