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FLOOR TRUSS LOADS ASSUMED <br />FLOOR <br />TRUSS <br />PLAN <br />3/1611 <br />1' <br />O" <br />0� <br />LIVE LOAD 125 PSF <br />0 <br />DEAD LOAD 10 PSF <br />Q <br />3. TRUSS MANUFACTURE TO PLACE CHASE IN <br />w <br />CENTER OF ALL FLOOR TRUSSES FOR AC DUCT <br />28' 0" TOP OF FACADE HIGH END_ <br />N <br />L.L <br />O <br />O <br />Q <br />0 <br />26' 2" + - EAVE HEIGHT AT FRONT <br />L.L <br />J <br />12 <br />}", <br />Z <br />Q <br />O <br />(— <br />3 <br />STEEL <br />ROOF PANEL BY STEEL <br />Q <br />J <br />BUILDING <br />MANUFACTURE <br />�•J <br />ALL WOOD MEZZANINE FLOOR JOIST, WOOD DECKING, <br />J <br />Q <br />^ <br />''^^ <br />V J <br />J <br />Q <br />STEEL COLUMNS,STEEL STUD WALL SUPPORTING THE <br />MEZZANINE AND STEEL STAIRS TO MEZZANINE TO BE <br />Z <br />L1 <br />J <br />22' 2" TOP OF FACADE LOW END <br />- — <br />COATED WITH FLAME CONTROL COATINGS AS PER <br />FLAME CONTROL NO. 10-10A SUBMITTAL DATA SHEETS <br />O <br />^ <br />ly <br />TO ACHIEVE THE MINIMUM 1 HOUR FIRE RATING AS <br />vJ <br />REQUIRED PER FBC 414.2.4 <br />rrZ <br />11 1 1/2" ROUND TOP RAIL 42" <br />V <br />w <br />1.L <br />STEEL <br />WALL PANEL BY STEEL BUILDING <br />ABOVE MEZZANINE FLOOR <br />a- <br />1 1/2" ROUND TOP RAIL <br />MANUFACTURE WITH GALV PAPER BACK <br />42" ABOVE LANDING <br />1" SPINDLES @ 4" APART <br />(, <br />O <br />w <br />A' <br />WIRE LATH AND 7/8" STUCCO FINISH AT <br />ALL AREAS <br />Q <br />/ <br />0 <br />O <br />' V <br />IL <br />w <br />MEZZANINE <br />w <br />STEEL STRUCTURE DESIGN TO SET <br />ON TOP OF LOWER BLOCK STRUCTURE <br />LANDING <br />CD <br />ED <br />Z <br />w <br />BY STEEL BUILDING MANUFACTURE <br />O <br />\\\\\\ <br />ONE ROW <br />BLOCK <br />KNOCK OUT LINTEL <br />WITH 1-#5 HORIZONTAL <br />= <br />11' 4" TOP OF BLOCK COLUMNS & CEILING C <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 />0.01. BUILDING FINISH FLOOR <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 />LINTEL WITH 1-#5 HORIZONTAL <br />IR 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 42" <br />ABOVE LANDING AT EACH SIDE <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 />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 />'a" <br />MINIMUM 12" EXTENSION BEYOND <br />LAST TREAD AT BOTTOM AND AT <br />LANDING AT TOP OF STAIRS <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDE P.E. <br />FLORIDA LICEN 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 2017 6TH ADDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II <br />ARKAY # 17915 <br />