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<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
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<br />IR ENTIRE BEAM SOLID WITH 2500
<br />=TE
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<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 />
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