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LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS <br />CHART UNLESS NOTED ON FLOOR PLAN BY OPENING <br />LINTEL LOAD CHART ( 16" DEEP SECTION) <br />CLEAR SPAN <br />CONCRETE U LINTEL <br />1' <br />- 6" <br />4987 PLF (UNFILLED) <br />2' <br />- 2" <br />3435 PLF ( UNFILLED ) <br />2' <br />- 8" <br />2777 PLF ( UNFILLED ) <br />3' <br />- 2" <br />2332 PLF ( UNFILLED) <br />4' <br />- 0" <br />1835 PLF (UNFILLED) <br />4' <br />- 6" <br />1624 PLF (UNFILLED) <br />5' <br />- 2" <br />2739 PLF ** <br />6' <br />- 2" <br />2271 PLF* <br />7' <br />- 0" <br />1987 PLF ** <br />8' <br />- 0" <br />1723 PLF ** <br />9' <br />- 2" <br />1489 PLF ** <br />10' <br />- 0" <br />1354 PLF ** <br />10' <br />- 8" <br />1277 PLF ** <br />11' <br />- 2" <br />1200 PLF ** <br />12'-0" <br />1109PLF ** <br />12' <br />- 8" <br />1044 PLF ** <br />13' <br />- 4" <br />1398 PLF ** P <br />14' <br />- 0" <br />1327 PLF ** P <br />16'-0" <br />1152PLF **P <br />** - DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND <br />16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. <br />** P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT. <br />PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 #5 HORIZONTAL <br />REBAR TIED TO ALL VERTICAL RODS <br />8" <br />I ---►I <br />'o 8" PRECAST LINTEL BLOCK <br />OVERALL OPENINGS. 1 EACH <br />0. #5 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 57 <br />STANDARD PRECAST DETAIL <br />NOT TO SCALE <br />PRODUCT CATEGORY <br />APPROVED PRODUCT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE OF FL. <br />APPROVAL # <br />EXTERIOR DOORS <br />GLASS SWINGING <br />STORE FRONT <br />YKK AP AMERICA <br />FL 5851.1 <br />EXTERIOR FIXED GLASS <br />STORE FRONT <br />YKK AP AMERICA <br />FL 7606.1 <br />EXTERIOR DOORS <br />METAL SWINGING <br />REPUBLIC <br />FL 15869.2 <br />EXTERIOR DOORS <br />GLASS SECTIONAL <br />AMARR VISTA MODEL <br />FL 13996.1 <br />ROOFING <br />EVERGUARD SINGLE PLY TPO <br />GAF <br />FL 3443.1 <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN 0000 FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINCS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BF LIABLE FOR COST OF <br />PFPAIRS OR OFLAY TO THE CONSTRUCTION <br />■ <br />�TlT77T�� <br />3 5/8" 20 GA STEEL STUD WALL FROM <br />FLOOR TO BOTTOM OF ROOF DECK <br />WITH 1/2" GYPSUM BOARD EACH SIDE <br />51/2" 20 GA STEEL STUD WALL FROM <br />FLOOR TO BOTTOM OF ROOF DECK <br />WITH 1/2" GYPSUM BOARD EACH SIDE <br />3 5/8" 20 GA STEEL STUD WALL 10'0" <br />ABOVE FINISH FLOOR WITH 1/2" <br />GYPSUM BOARD EACH SIDE <br />5 1/2" 20 GA STEEL STUD WALL 10'0" <br />ABOVE FINISH FLOOR WITH 1/2" <br />GYPSUM BOARD EACH SIDE <br />EILING JOIST FRAMING PLAN 1/411= 1' O" <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />W <br />b <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 37296 <br />I 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 EDITION AND ASCE 7-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II <br />rr <br />C-4 <br />Mc�mu <br />Z <br />ic x NJ <br />Z Q) <br />i►mm <br />Q <br />Q) u.. <br />VI tu � O <br />zQ) <br />� <br />to <br />) V <br />Z L. <br />IU �o <br />L o5=W <br />a ? <br />!t <br />o1�� <br />+ <br />Qo <br />ul %Q <br />o <br />�anr <br />w <br />a <br />0 <br />z <br />0 <br />U) <br />w <br />x <br />(D <br />M <br />LL' <br />00 <br />u <br />z <br />0 <br />w <br />0 <br />Id <br />m <br />0 <br />U <br />z N <br />LL Lo <br />Q cc) <br />m C) M <br />J > J <br />J LL <br />U) J cf) <br />UCH=N <br />O = <br />Lo a" <br />W <br />W N <br />1) <br />S4 <br />ARKAY 18739 <br />