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29 GA MASTER RIB <br />EEL ROOF <br />TOP OF BLOCK WALL 8' 0" <br />BUILDING FINISH FLOOR 0' 0" 0 <br />FRONT ELEVATION 1/411= 1' 0' <br />RIGHT ELEVATION 1/4" = 1' 0' <br />REAR ELEVATION 1/411= 1' 0' <br />29 GA MASTER RIB <br />LEFT ELEVATION 1/4" = 1' 0' <br />DOOR AND HARDWARE SCHEDULE <br />PLAN I.D. <br />DOOR SIZE <br />DOOR TYPE <br />FRAME <br />HARDWARE <br />A <br />3'0"X6'8 1 3/4" <br />HOLLOW METAL AMWELD <br />WELDED METAL <br />3 EACH 4.5 26D <br />2 EACH BALDWIN <br />16 GA ROLLED STEEL OR <br />AMWELD OR EQUAL <br />SATIN CHROME <br />2000 264 SATIN CHROME <br />EQUAL <br />1 EACH BALDWIN <br />FINISH KICK PLATES <br />1 EACH BALDWIN <br />2115 264 SATIN CHROME 2115 264 SATIN CHROME <br />PUSH PLATE <br />PULL PLATE WITH 1 EACH <br />2552 264 SATIN CHROME <br />PULL HANDLE <br />1 EACH SARGENT <br />1 EACH SCHLAGE <br />MODEL 351 H.D. <br />B561 SINGLE CYLINDER <br />ALUMINUM FINISH <br />DEADBOLT <br />DOOR CLOSURE <br />ALL WATER AND SANITARY PIPING TO <br />BE EXPOSED AND ACCESSIBLE FROM <br />THIS SIDE OF MASONRY WALL <br />TANKL <br />HEATS <br />#5 VERTICAL RODS FROM FOOTINGS BELOW TO <br />TOP OF WALL. PLACED AT ALL CORNERS, EACH - <br />SIDE OF ALL OPENINGS AND SPACED MAXIMUM <br />4'0"OC <br />12' 0" <br />5101, <br />24" CANTILEVER ROOF LINE <br />[]111lIIIIC]IIIIII�Ii11C]IIIIIIIIII� <br />-� <br />— <br />_ <br />u <br />^1111�1I1C]i <br />►� �C]^ <br />_ <br />JSTORAGE <br />�illlilllll[711111@11illC]IIIIIIIIIIC] <br />TANKLESS WATER <br />HEATER LOCATION <br />FLOOR PLAN 1 /411 = 1' 0' <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />FINISH SCHEDULE <br />PLAN ID <br />FLOOR <br />WALL <br />CEILING <br />STRUCK JOINT EXPOSED <br />JAMES HARDI 4X8 PANELS <br />AMERICAN OLEAN CERAMIC TILE <br />BLOCK WALL PAINTED <br />PAINTED PORTER 900 INTERIOR <br />RESTROOM AREA <br />ENTITY GRAY UNIT EN-93 <br />PORTER 900 INTERIOR <br />EXTERIOR ENAMEL GLOSS <br />EXTERIOR ENAMEL GLOSS <br />COLOR TO BE CHOSEN <br />COLOR TO BE CHOSEN <br />STRUCK JOINT EXPOSED <br />JAMES HARDI 4X8 PANELS <br />STORAGE AREA <br />BROOM FINISH CONCRETE <br />BLOCK WALL PAINTED <br />PAINTED PORTER 900 INTERIOR <br />WITH CLEAR SEALER <br />PORTER 900 INTERIOR <br />EXTERIOR ENAMEL GLOSS <br />EXTERIOR ENAMEL GLOSS <br />COLOR TO BE CHOSEN <br />COLOR TO BE CHOSEN <br />STRUCK JOINT EXPOSED <br />BLOCK WALL PAINTED <br />EXTERIOR <br />N/A <br />PORTER 900 INTERIOR <br />N/A <br />EXTERIOR ENAMEL GLOSS <br />COLOR TO BE CHOSEN <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2010 AND ASCE 7-10 FOR 137 MPH <br />WIND ZONE RISK CATEGORY II <br />Z� <br />Z m <br />O ~ <br />� m <br />>. <br />IOU 0 <br />V� <br />Ix <br />tnZ 00 <br />z <br />N <br />V F <br />Zv, <br />qy Q Iil <br />A to X <br />o <br />fy <br />Z �o <br />4 <br />ri <br />� � U <br />w <br />so0 <br />Z <br />LL L J <br />u- s <br />m <br />c <br />V <br />t! <br />Lu <br />ol�u <br />ui <br />0 <br />z <br />0 <br />w <br />M <br />N <br />} <br />� <br />N <br />M <br />Z <br />O <br />z <br />m <br />p <br />¢ <br />❑ <br />O <br />F— <br />_J <br />U <br />Q <br />LL <br />J_ O <br />= Lu <br />N <br />LL Q <br />O(L <br />w <br />Z <br />Z <br />0 <br />7 <br />e. <br />TOTAL AREA <br />176 SQ. FT. <br />B1 <br />ARKAY # <br />I <br />