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170' 0" <br />0 <br />in <br />22' 4" <br />----t <br />i <br />00 <br />oo <br />0 <br />00 <br />i <br />i <br />i= <br />IFD <br />7 <br />i <br />i <br />i <br />i <br />i <br />i <br />---- <br />----- <br />----- <br />I ..... <br />: <br />— <br />WL <br />■ <br />■ <br />■ <br />28' 0" TOP OF FACADE HIGH END <br />26' 2" + - EAVE HEIGHT AT FRONT <br />22' 2" TOP OF FACADE LOW END <br />11' 4" TOP OF BLOCK COLUMNS & CEILING Cc <br />8" X 24" X24" CORNER BLOCK COLUMN WITH 6- <br />#5 VERTICAL REBAR POUR SOLID WITH 2500 PSI <br />CONCRETE AT THIS CORNER LOCATION <br />0' 0" BUILDING FINISH FLOOR <br />70' 0" <br />23' 4" <br />l�J <br />L__ .1 L <br />1. SEE FLOOR PLAN ON SHEET 61 FOR BEARING <br />WALL AND BEARING POST SPECIFICATIONS <br />2. FLOOR TRUSS LOADS ASSUMED <br />LIVE LOAD 125 PSF <br />DEAD LOAD 10 PSF <br />3. TRUSS MANUFACTURE TO PLACE CHASE IN <br />CENTER OF ALL FLOOR TRUSSES FOR AC DUCT <br />23' 4" <br />M <br />iD <br />n <br />BOX OUT AREA FOR DUCT FROM <br />AIR HANDLER ABOVE.VERIFY WITH <br />CONTRACTOR. FIELD FRAME FLOOR <br />AROUND DUCT WITH 2X12 #2 PINE f <br />u. u u u u u u L <br />'4 <br />SEE FOUNDATION PLAN FOR FOOTINGS TYPICAL EACH SIDE SEE FOUNDATION PLAN FOR FOOTINGS <br />ENTRY CUT DETAIL SECTION S-1 <br />NOT TO SCALE <br />100, 0" <br />1101, 24' 0" 25' 0" <br />I r i i <br />2X12 #2 PINE RIM JOIST / <br />2X12 #2 PINE JOIST @ 16"OC WITH ACV <br />3/4" T&G PLYWOOD DECK AT TOP <br />AND 1/2" CEILING GYPSUM BOARD <br />AS CEILING BELOW <br />25' 0" 24' 0" 1101, <br />q q q Iq g q q q q q q I q 4" STEEL SQUARE COLUMNS UPSET FLOOR GIRDER <br />TYPICAL 6 LOCATIONS IN <br />WAREHOUSE IN FLOOR SYSTEM <br />2X12 #2 PINE RIM JOIST " „ „ „ <br />5 2 14 6 19 8 19,101,19 10 19 8 <br />----------------------------I--------------------------------------------------------I---------------------------- --—————————————————————————— <br />[� <br />I T T T T T <br />20 RISERS @ 6 7/8" WITH 19-11" <br />AND 1 <br />RISERS @ 6 7/8- UP TOLTO MIEZZAN NE <br />••' '� - 1 1 1 1"II 1 "III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / / "II'� II" 1 1 1 1 1 <br />��I <br />I I I I I I I I I I I I I I I I I IIII I I� <br />• - • • -� �� I ��I I I I I I I - I I I I I .'' i J ':' l � .' 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Nil 111151511 <br />LANDING IS PART OF THE STEEb*%TAIRS <br />5' 2" <br />FLOOR TRUSS PLAN 3/1611 = 19011 <br />tOOF PANEL BY STEEL <br />G MANUFACTURE <br />:L WALL PANEL BY STEEL BUILDING <br />UFACTURE WITH GALV PAPER BACK <br />: LATH AND 7/8" STUCCO FINISH AT <br />kREAS <br />NOCK OUT LINTEL <br />1 145 HORIZONTAL <br />LINTEL WITH 1-#5 HORIZONTAL <br />R ENTIRE BEAM SOLID WITH 2500 <br />=TE <br />24" BLOCK COLUMNS WITH 345 VERTICAL <br />3AR AND POUR SOLID WITH 2500 PSI CONCRETE <br />THE TWO CORNER LOCATIONS <br />1 1/2" ROUND TOP RAIL_ <br />42" ABOVE LANDING <br />MEZZANINE <br />LANDING <br />iD <br />c� <br />1" SPINDLES @ 4" APART <br />FLOOR GIRDER WITH <br />FLOOR TRUSSES AT <br />TOP OF GIRDER <br />VERIFY DEPTH OF COLUMN AT FLOOR <br />ELEVATION TO ASSURE FLOOR GIRDER <br />LOCATION AT FACE OF COLUMNS <br />1 1/2" ROUND TOP RAIL 42" <br />ABOVE MEZZANINE FLOOR <br />1 1/2" ROUND TOP RAIL 42" <br />ABOVE LANDING AT EACH SIDE <br />LANDING <br />1 1/2" ROUND GUARD RAIL 42" ABOVE <br />TREADS AT EACH SIDE OF STAIRS <br />1 1/2" ROUND HANDRAIL 36" ABOVE <br />TREADS AT EACH SIDE OF STAIRS <br />6 7/8" CLOSED RISERS, VERIFY IN FIELD <br />;! MAXIMUM HEIGHT OF RISER TO BE 7" <br />11" TREADS MINIMUM <br />........ k <br />MINIMUM 12" EXTENSION BEYOND <br />LAST TREAD AT BOTTOM AND AT <br />LANDING AT TOP OF STAIRS <br />4" CONCRETE FLOOR, NO FOOTING REQUIRED FOR STAIRS <br />ALL STEEL PAINTED STAIRS <br />ALL TO BE VERIFIED IN FIELD <br />STAIR CUT SECTION DETAIL <br />NOT TO SCALE <br />CD <br />N <br />co <br />N <br />r <br />OMA21M <br />CC% <br />0� <br />IL <br />_ XX� <br />? &LL �O <br />- m o" <br />zmm <br />Z o IW <br />v a O v <br />a <br />46-0 <br />IS <br />W <br />a <br />Z <br />coLu <br />co <br />co <br />r <br />r <br />r <br />O <br />cM <br />O <br />cM <br />o0 <br />co <br />O <br />O <br />O <br />---- <br />co <br />ob <br />O � <br />m Ch <br />Z O <br />6i z <br />m <br />0 o O <br />N <br />0 <br />Q <br />LLI <br />N <br />O <br />O <br />m <br />0 <br />LL <br />J <br />0 <br />N <br />Z <br />L.L <br />O <br />Q <br />LLJ <br />U <br />J <br />Q <br />J <br />Q <br />Z <br />J <br />J <br />C�0�2 <br />Z <br />(n <br />W <br />2 <br />L.- <br />LL <br />0 <br />LL <br />N <br />U <br />< <br />�O <br />L.I. <br />W <br />�Z/ <br />I..L <br />O <br />U <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEER <br />! <br />RICHARD L. KIDDEY .E. <br />(149 <br />FLORIDA LICENS UMBER 37296 B 6 <br />I HERBY CERTIFY THAT THES 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 2017 6TH ADDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY # 17915 <br />