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SECURE WALL AT TOP THRU STEEL ROOF DECK <br />USING #8XI" SCREWS WITH NEO WASHER AT <br />6"OC <br />CLEAN AND PAINT ALL STEEL OF THE <br />15'6" TOP OF EXISTING STEEL �N-�-7­SECURE WALL TO TOP OF WOOD 29'7Y4" <br />DECK WITH #8X2" SCREWS 6" OC <br />3 5/8" STRUCTURAL STEEL STUDS @ 16- OC 27' 4" <br />WITH TOP AND BOTTOM TRACK TYPICAL. <br />3/4"T&G PLYWOOD GLUED AND 2f 0" 314" 6'8" 3'4" 6'8" 3'4" e 2' 0" 01 <br />NAILED WITH 10D NAILS 6"OC <br />2X8 #2 PINE RI 2X8 #2 PINE RIM JOIST WALL TO EXTEND TO BOTTOM OF ROOF FORMED AND POURED SOLID CONCRETE <br />DECK AT ALL FOUR SIDES OF BUILDING STEPS WITH 5 RISERS @ 6 5/16- WITH 11" <br />TREADS UP TO THE CONCRETE LANDING 3' 8" 16' 0" 1'8" <br />RISER HEIGHT TO BE VERIFIED IN FIELD <br />AND NOT TO EXCEED TIN HEIGHT. ALL <br />RISERS MUST BE EQUAL <br />2X8 #2 PINE CEILING JOIST @ 16" OC WITH R-19 BATT INSULATION NAILED TO FACE OF 2X8 RIM JOIST WITH 8D NAILS 3"OC <br />12' 7 1/2" TOP BLOCK WALL .1 SHEET EXTERIOR FACE OF WALL WITH 1/2" CDX PLYWOOD - ------ --------- -------- ---------- <br />M 'O'S/ <br />AND USE #8X1" SDS AT 3" OC ON VERTICAL STUDS. COVER <br />WITH TYVEK HOUSE WRAP, GALV WIRE LATH AND 7/8- <br />SECURE EACH JOIST TO TOP OF WALL WITH SMOOTH STUCCO DASH LINES REPRESENT STEEL --- -------------------------------------- <br />!2X81*2 !PINE RIM JOIST <br />SIMPSON HETA20 STRAP POURED IN PLACE CANOPY ROOF EDGE ABOVE <br />AND FILL NAIL HOLES WITH 1 0DX1 1/2" NAILS----,,/ COMPAcT SOIL TERMITE TREATMENT NOT v <br />1/2" CEILING GYPSUM BOARD PLACE GALV PLATE BETWEEN JOIST AND ;0 REQUIRED WITH 4"2500 PSI CONCRETE <br />TOP OF WALL AT EACH JOIST ;t SLAB W TH WIRE MESH <br />SINGLE KNOCK OUT LINTEL BLOCK AT TOP I <br />OF WALL WITH 1 #5 REBAR TIED TO ALL ---------- ----------- - -------------------- <br />VERTICAL RODS AND POURED SOLID WITH i <br />2500 PSI CONCRETE I . z� 7— �;� z_z1v f—B] TBI <br />----------------------------------------------------------------------------- <br />SPLIT FACE BLOCK <br />3/4" TUFF R INSULATION BOARD <br />3/4" STEEL FURING @ 16" OC <br />7, <br />1/2"GYPSUM WALLBOARD <br />COMPACT SOLID IN THIS AREA TERMITE <br />\---TREATMENT 6 MILL VISQUEEN, WIREMESH ------ N\ <br />4"2500 PSI CONCRETE SLAB <br />#5 VERTICAL RODS AT LOCATION SHOWN <br />ON FLOOR AND FOUNDATION PLAN WITH <br />FILLED CELLS. MINIMUM 25" LAP TYPICAL f2 <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />AND 6 MILL VISQUEEN OVER CLEAN COMPACT --------------------------------------------------------------------------- <br />TERMITE TREATED SOIL WIZZA0771,41) M1 -,o(*7,9 <br />F&-1 -------------------------- ---------------- ---- <br />2' 7 1/2" BUILDING FINISH FLOOR <br />A'8" �3'4' 8" 2'0 <br />VZO <br />REGULAR BLOCK AREA <br />WITH STONE FACE <br />0101, GRADE .. . ... <br />FT-1 <br />I <br />2X8 #2 PINE RIM JOIST <br />M'10 <br />m <br />M1l <br />M1 <br />Ell <br />loll <br />loll <br />loll <br />ons� <br />loll <br />2X8 #2 <br />Ir <br />PINE <br />JOIST <br />@ 16" <br />Ell <br />I1M <br />M111 <br />Ell <br />Ell <br />OC <br />m <br />Ell <br />M11 <br />Ell <br />lose <br />Mill <br />Ell <br />0 <br />m <br />0 <br />W, <br />sell <br />loom <br />loll <br />11ff <br />loll <br />I <br />0—in <br />SEMI <br />loll <br />loll <br />on I <br />2X8 #2 PINE RIM JOIST <br />27'4" <br />CEILING JOIST PLAN 1/411 = 11 off <br />16" WIDE X 10" DEEP CONCRETE FOOTING <br />WITH 3- #5 REBAR ON CHAIRS TYPICAL <br />BUILDING CUT SECTION DETAIL <br />NOT TO SCALE <br />3 5/8" NON STRUCTURAL STUDS WITH 1/2"GYPSUM WALL <br />BOARD EACH SIDE. SECURE STUD WALL AT BOTTOM <br />THROUGH STEEL TRACK WITH MASONRY ANCHORS <br />THAT PENETRATE CONCRETE MINIMUM 1" SPACED <br />24"OC WITH STUD EXTENDING TO BOTTOM OF CEILING <br />JOIST ABOVE <br />TYPICAL INTERIOR METAL STUD WALL DETAIL <br />NOT TO SCALE <br />48"X36"XB" CONCRETE <br />SLAB WITH WIRE MESH <br />WITH 4"TO BE ABOVE <br />GRADE <br />04 <br />.. .. ... .. ... <br />EXISTING CONCRETE <br />RAISED STAGE <br />r <br />. .. . . . .. . .. . . . .. . <br />DASH LINES REPRES NT STEEL <br />CANOPY ROOF EDG ABOVE ... .. .. .. <br />.. .. ... .. .. .. .. .. r <br />.. ... .. ... .. ... <br />29'71/4" <br />FOUNDATION PLAN 1/419 = if off <br />DIMENSIONS ARE APPROXIMATE AND MUST <br />BE FIELD VERIFIED BY CONTRAc'rOR PRIOR <br />TO CONSTRUCTIONS <br />#5 VERTICAL RODS FROM FOOTINGS <br />BELOW AND TO EXTEND INTO SLAB <br />AT TOP. PLACED AT ALL CORNERS AND <br />SPACED MAXIMUM 3'4"OC. POUR ALL <br />CELLS OF LANDING WALL SOLID WITH <br />2500 PSI CONCRETE <br />TYPICAL 16"WIDE X 8'DEEP FOOTING <br />AT LANDING WITH 245 REBAR ON CHAIRS <br />#5 VERTICAL RODS FROM FOOTIN <br />BELOW TO TOP OF WALL. PLACED AT <br />ALL CORNERS, EACH SIDE OF ALL <br />OPENINGS AND SPACED MAXIMUM <br />3'4" OC. POUR THESE CELLS SOLID <br />WITH 2500 PSI CONCRETE <br />. .. ... .. .. <br />LIBERTY FLAG POLE MODEL ECA30 IH <br />STAIN FINISH, SEE INSTALL DETAIL IN <br />DRAWINGS <br />48"X36"XB" CONCRETE <br />SLAB WITH WIRE MESH <br />WITH 4"TO BE ABOVE <br />GRADE <br />81001 <br />0 �111#i <br />00 "'q ze <br />N <br />00 <br />4 0 <br />A C E A=3 8 6 5 4 <br />oom <br />00 1172, - c li;�G526 <br />I HERBY C I SPECIFICATIONS <br />WERE PREP DIRECT SUPERVISION <br />ARE IN COMPL 6, SECTION 1609 OF THE <br />FLORIDA BUILDING EDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />. N <br />ILL! 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