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PREFINISHED CONTINUOUS <br />z z 3 CONTINUOUS METAL PLAN FOR ADDITIONAL REFERENCE ROOF if METAL GRAVEL STOP <br />w ¢ <br />00 <br />EDGE FLASHING <br />INFORMATION <br />PLAN FOR ADDITIONAL000 <br />0 <br />PREFINISHED METAL <br />INFORMATION <br />= o <br />GUTTER SPACER AT <br />- - - - - - - - - - - - - - - <br />' zw <br />36"ON CENTER <br />- _ <br />_______________ <br />---- <br />_ <br />ZV <br />—w <br />Lu m <br />u <br />6" x 6" PREFINISHED <br />p z <br />METAL GUTTER <br />CONTINUOUS METAL EDGE FLASHING <br />w z <br />WITH FASTENERS AND TAPE SEALANT <br />mo <br />w <br />PREFINISHED METAL <br />CONTINUOUS 2X <br />GUTTER BRACKET AT <br />WOOD BLOCKING <br />w 4 <br />36" ON CENTER <br />m <br />O U <br />o <br />8 x 8 x 1/2 STEEL BENT PLATE. <br />8 x 8 x 1/2 STEEL BENT PLATE. <br />zLu <br />REFERENCE STEEL ATTACHMENT <br />N <br />N <br />REFERENCE STEEL ATTACHMENT <br />o <br />DETAIL ON THIS DRAWING <br />DETAIL ON THIS DRAWING <br />rw <br />w� <br />w J <br />o <br />STEEL ROOF FRAMING. <br />STEEL ROOF FRAMING. <br />c l > <br />REFERENCE STRUCTURAL <br />REFERENCE STRUCTURAL <br />o <br />DRAWINGS FOR <br />DRAWINGS FOR <br />w <br />ADDITIONAL INFORMATION <br />ADDITIONAL INFORMATION <br />z <br />z 5 <br />oa <br />Z Y <br />U) cn <br />- w ;4 <br />H J <br />O <br />42 C LINE 13 EXPANSION SOUTH ELEVATION <br />SCALE: 1/16" = 1'-0" DRAWING REF: A111 <br />TOP OF PANEL (HIGH) <br />IV 31'-8" AFF (131'-8") <br />3. 2.7 22. <br />Y <br />J <br />TOP OF PANEL (HIGH) 1 <br />31'-8" AFF (131'-8") <br />TOP OF PANEL (LOW) l <br />25'-4" AFF (1264") <br />TOP OF SLAB/DOCK HEIGHT <br />0'-0" (100'-0") <br />—� DOCK APRON A <br />VARIES Y <br />w <br />C8 x 11.5 STEEL GIRT WITH 8 x 8 x <br />C8 x 11.5 STEEL GIRT WITH 8 x 8 x TOP OF SLAB/DOCK HEIGHT <br />1/2 STEEL BENT PLATE. <br />1/2 STEEL BENT PLATE. 0'-0' (100'-0") <br />a z <br />REFERENCE STEEL ATTACHMENT <br />REFERENCE STEEL ATTACHMENT <br />o <br />DETAIL ON THIS DRAWING <br />" <br />;. <br />`:: DETAIL ON THIS DRAWING DOCK APRON <br />z <br />w <br />VARIES <br />o Ez- <br />STEEL ROOF FRAMING. <br />c:i <br />iv <br />STEEL ROOF FRAMING. <br />a <br />REFERENCE STRUCTURAL <br />REFERENCE STRUCTURAL <br />O m <br />DRAWINGS FOR <br />DRAWINGS FOR <br />LINE 13 EXPANSION NORTH ELEVATION <br />Y <br />ADDITIONAL INFORMATION <br />ADDITIONAL INFORMATION <br />6ESCALE: <br />v = 6 <br />i <br />1/16" = 1'-0" DRAWING REF: A112, A114 <br />m m <br />Itw <br />CONTINUOUS 5/8" <br />o= GYPSUM SHEATHING I `:: CONTINUOUS 5/8" <br />w m GYPSUM SHEATHING <br />¢ z FULLY ADHERED <br />w ¢ MEMBRANE FLASHING FULLY ADHERED <br />MEMBRANE FLASHING COMPRESSIBLE EXPANSION JOINT: <br />Lu <br />4" x 4" PREFINISHED JOINT WIDTH IS 2" o <br />+/- 50 /o (1") <br />w >METAL DOWNSPOUT ;+ MAXIMUM JOINT SIZE IS 3" <br />U) a C8 x 11.5 STEEL GIRT WITH 8 x 8 x MINIMUM JOINT SIZE IS 1" <br />O 1/2 STEEL BENT PLATE. <br />z z 7 REFERENCE STEEL ATTACHMENT EXTERIOR <br />w cn <br />Y DETAIL ON THIS DRAWING WATERTIGHT 2" <br />C8 x 11.5 STEEL GIRT WITH 8 x 8 x <br />co 1/2 STEEL BENT PLATE. N N TAPERED INSULATION. BELLOWS <br />LU CONTINUOUS <br />z REFERENCE STEEL ATTACHMENT REFERENCE ROOF <br />PLAN FOR ADDITIONAL <br />¢ DETAIL ON THIS DRAWING INFORMATION SEALANT FULL <br />z HEIGHT, EACH SIDE p p <br />a z ROOF ASSEMBLY. <br />O ROOF ASSEMBLY. PRE-COMPRESSED <br />- <br />w REFERENCE ROOF i r <br />REFERENCE ROOF FOAM EXPANSION N <br />> PLAN FOR ADDITIONAL <br />o J INFORMATION PLAN FOR ADDITIONAL EXISTING TILT -UP <br />JOINT ASSEMBLY <br />r INFORMATION <br />CONCRETE PANEL <br />zo-_-___- TO REMAIN <br />VO 8 - - - - - - - - - - - - - - - - - - - - - - - <br />w¢ - - - - - - - <br />w — -- - <br />------------------- — ---------— <br />-- <br />o <br />>_w <br />z� <br />¢Lu <br />w <br />o� <br />0 w CONTINUOUS 2X <br />z 5 WOOD BLOCKING <br />O <br />a <br />W PARQ PARAPET ROOF FLASHING DETAIL PARAPET ROOF FLASHING DETAIL <br />�0 9 <br />9A SCALE: 1 1/2" = V-0" DRAWING REF: A114 V SCALE: 1 1/2" = V-0" DRAWING REF: A114 <br />iml <br />1 <br />ROOF COORDINATION <br />08/05/22 <br />JWT <br />JWT <br />JWT <br />TC <br />TC <br />0 <br />ISSUE FOR CONSTRUCTION <br />07/15/22 <br />JWT <br />JWT <br />JWT <br />TC <br />TC <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />I CHKD <br />QC <br />APPD <br />REF. DWG. NO <br />COMPRESSIBLE EXPANSION JOINT: <br />JOINT WIDTH IS 2" <br />EXPANSION JOINT MOVEMENT IS +/- 50% (1") <br />MAXIMUM JOINT SIZE IS 3" <br />MINIMUM JOINT SIZE IS 1" <br />TILT -UP CONCRETE <br />PANEL <br />PRE -COMPRESSED <br />FOAM EXPANSION <br />JOINT ASSEMBLY <br />INTERIOR <br />EXISTING <br />TILT -UP <br />CONCRETE <br />PANEL TO <br />REMAIN <br />N <br />EXISTING <br />TILT -UP <br />CONCRETE <br />PANEL TO <br />TILT -UP CONCRETE REMAIN <br />PANEL INTERIOR WATERTIGHT —� <br />EXTERIOR BELLOWS <br />BASIS OF DESIGN: EMSEAL SEISMIC COLORSEAL BASIS OF DESIGN: EMSEAL SEISMIC COLORSEAL <br />-CONTINUOUS 2X WEBSITE: https://www.emseal.com/ WEBSITE: https://www.emseal.com/ <br />WOOD BLOCKING COLOR: TO MATCH EXTERIOR PAINT COLOR SCHEME COLOR: TO MATCH EXTERIOR PAINT COLOR SCHEME <br />9 1'EXPANSION JOINT DETAIL �� EXPANSION JOINT DETAIL <br />ESCALE: 3" = -0" DRAWING REF: A111 SCALE: 3" = 1'-0" DRAWING REF: A111, A112 <br />REFERENCE DRAWING TITLE <br />CONTINUOUS <br />SEALANT FULL <br />HEIGHT, EACH SIDE p <br />2" <br />2008 <br />EXPANSION <br />-------------------------- <br />INTERIOR 2001 <br />(EXISTING) EXPANSION <br />I <br />i <br />I <br />--------------------------I <br />i <br />1995 <br />EXPANSION <br />--- T--'------------------'1 <br />� I <br />� I <br />ORIGINAL <br />WAREHOUSE <br />❑❑❑ <br />❑ ❑ MERRICK'❑®®: <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: AS NOTED <br />KEY PLAN <br />SCALE: N.T.S. <br />WAREHOUSE <br />EXPANSION <br />LINE 13 EXPANSION <br />TITLE: <br />WT-BTB ZEPHYRHILLS EXPANSION <br />ARCHITECTURAL <br />EXTERIOR BUILDING ELEVATIONS <br />REVISION: DRAWING NO.: SHEET NO.: <br />1 A203 "" OF <br />1 <br />N <br />3 <br />0 <br />5 <br />0 <br />7 <br />Ere] <br />A I B I C I D I E <br />F <br />I I J <br />