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N GA MASTER RIB <br />EL ROOF <br />TOP OF BLOCK WALL 9_ 0" 0 <br />BUILDING FINISH FLOOR 0' 0" <br />FRONT ELEVATION 1/4" = 1' 0' <br />RIGHT ELEVATION 1/4" = 1' 0' <br />REAR ELEVATION 1/4" = 1' 0' <br />LEFT ELEVATION 1 /4" = 1' 0' <br />DOOR AND HARDWARE SCHEDULE <br />PLAN I.D. DOOR SIZE DOOR TYPE FRAME HARDWARE <br />A 3'0"X6'8 1 3/4" HOLLOW METAL AMWELD WELDED METAL 3 EACH 4.5 26D 2 EACH BALDWIN <br />16 GA ROLLED STEEL OR AMWELD OR EQUAL SATIN CHROME 2000 264 SATIN CHROME <br />EQUAL FINISH KICK PLATES <br />1 EACH BALDWIN 1 EACH BALDWIN <br />21.15 264 SATIN CHROME 2115 264 SATIN CHROME <br />PUSH PLATE PULL PLATE WITH 1 EACH <br />2552 264 SATIN CHROME <br />PULL HANDLE <br />1 EACH SARGENT 1 EACH SCHLAGE <br />MODEL 351 H.D. B561 SINGLE CYLINDER <br />ALUMINUM FINISH DEADBOLT <br />DOOR CLOSURE <br />ALL WATER AND SANITARY PIPING TO <br />BE EXPOSED AND ACCESSIBLE FROM <br />THIS SIDE OF MASONRY WALL <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 />a'0"OC <br />12' 0" <br />5' 0" <br />24" CANTILEVER ROOF LINE <br />[]IIIIIIIIL]IIIII��I111C]Illllllllf� <br />� <br />� <br />u <br />� <br />u <br />- <br />�lillllllll[]IIIII��IIIIC]/,IIIIIIIIIC] <br />A— <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 GLEAN CERAMIC TILE <br />BLOCK WALL PAINTED <br />PAINTED PORTER 900 INTERIOR <br />RESTROOM AREA <br />FAWN GRAY Q06 <br />PORTER 900 INTERIOR <br />EXTERIOR ENAMEL SEMI GLOSS <br />EXTERIOR ENAMEL SEMI <br />COLOR TO BE CHOSEN <br />GLOSS <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 SEMI GLOSS <br />EXTERIOR ENAMEL SEMI <br />COLOR TO BE CHOSEN <br />GLOSS <br />COLOR TO BE CHOSEN <br />STRUCK JOINT EXPOSED <br />BLOCK WALL PAINTED <br />PORTER 900 INTERIOR <br />EXTERIOR <br />N/A <br />EXTERIOR ENAMEL SEMI <br />N/A <br />GLOSS <br />COLOR TO BE CHOSEN <br />ARKAY ENGINEERINGINC. <br />STR TURAL ENGINEERS; <br />vi, I <br />RICHARD . KIUDEY P.E. <br />FLORIDA Li SENSE NUMBER 372P6 <br />I HERBY CERTIFY THAT THE81i: PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE W;TH 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 />1 <br />1 <br />I <br />1 <br />I <br />v <br />f# <br />1 0 <br />1 v) <br />► W <br />► A <br />V m�IN <br />u- <br />i ° <br />m <br />U <br />uj a Ul <br />Z <br />ul <br />ems <br />o � <br />atha <br />w <br />Q <br />0 <br />Z <br />1 1 <br />U <br />w <br />w <br />3: cy) T— <br />(o cM <br />i- N <br />m � � <br />Z <br />W Z <br />F— m <br />0 <br />J <br />U <br />Q <br />LL <br />c/) 2 <br />O <br />-17 <br />W <br />W <br />N Q <br />LL � <br />O <br />>- ;30- <br />U � <br />W <br />Z <br />Z <br />D <br />CD <br />TOTALAREA <br />152 SQ. FT. <br />31 <br />ARKAY # �q <br />