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C' n" <br />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 />11-61, <br />4987 PLF (UNFILLED) <br />2' - 2" <br />3435 PLF ( UNFILLED <br />2' - 8" <br />2777 PLF (UNFILLED <br />3'- 2" <br />2332 PLF ( UNFILLED <br />4'- 0" <br />1835 PLF (UNFILLED) <br />4' - 6" <br />1624 PLF (UNFILLED) <br />5' - 2" <br />2739 PLF <br />6- - 2" <br />2271 PLF <br />7' - 0" <br />1987 PLF <br />81-01, <br />1723 PLF <br />9'- 2" <br />1489 PLF <br />101-01, <br />1354 PLF <br />DENOTES #5 REBARX 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 />...... .. ......... . . .. ... .... 8" PRECAST LINTEL BLOCK <br />OVERALL OPENINGS. 1 EACH <br />7--.7 <br />U-�- #5 REBAR IN THIS COARSE WHEN <br />SPAN OF LINTEL OVER 5'2" <br />STANDARD PRECAST DETAIL <br />NOT TO SCALE <br />1/2" CDX PLYWOOD NAILED PER ROOF SHEATHING <br />DETAIL. COVER WITH GAF UNDERLAYMENT AND <br />PBR ROOF PANELS INSTALLED PER MANUFACTURE <br />2X4 PT LEDGER ATTACH TO FACE OF BLOCK <br />WALL WITH 1/4"X3 1/4" TAP CONS 12" OC <br />TOE NAIL 2X4 #2 SPRUCE TO 2X4 WITH 2-12D <br />NAILS <br />2X4 #2 SPRUCE BLOCKING FROM FACE <br />OF EACH ROOF TRUSS AND WILL EXTEND <br />BACK TO FACE OF BLOCK WALL. <br />36'8" 8'0" 36'8" <br />SIDE WALK EDGE <br />SIDE WALK EDGE <br />C� <br />19,01, <br />LD <br />or m 211 <br />\mr [N Jq -- m <br />. . . . . — — — — — — — — — — — — — <br />----------------------------------------------------------------------------------- F -I- ---------------- <br />. . . . — — — — — — — — — — — — — — — — - <br />I --------------------------------------------------------------------------------------------------- I <br />[Al <br />cl) <br />7'6Ya" <br />7'6Ys" <br />cr) <br />cn <br />uj <br />ui <br />w <br />Ld <br />C) <br />04 <br />C) <br />C14 <br />"S"��C) <br />a <br />C) <br />cl) <br />Lu <br />cn <br />:T FAI <br />cl) <br />----------------------------------------------------------------------------—------- ---------------- <br />--—--------------- ---- —----------------—----------------------------------------------------—-------- <br />\0 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />Lo -m-k F81 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />ET Tw- i <br />(TOF m 0 m 0 m m <br />#5 VERTICAL RODS FROM FOOTINGS <br />ELOW TO TOP OF WALL. PLACED AT <br />4- 4" B.O.. 6' 8", 8' 0" ALL CORNERS, EACH SIDE OF ALL <br />3'4" 24' 8" <br />OPENINGS AND SPACED MAXIMUM <br />4'0"OC <br />SIDE WALK EDGE <br />SIDE WALK EDGE <br />C-5- 0" <br />36'8" <br />8' 0" <br />36'8" <br />5-0" <br />91'4" <br />12 <br />ENGINEERED ROOF TRUSSES <br />R-30 FIBERGLASS INSULATION IN ALL ATTIC AREAS <br />SEE PLUMBING FIXTURE LOCATION <br />PLAN PRIOR TO POURING SLAB TO <br />LOCATE FIXTURES AND ELECTRICAL <br />CONDUITS IN SLAB <br />FOUNDATION PLAN 1/411 = 11 off <br />HATCHED CONCRETE AREAS DENOTE MAXIMUM 1/4" <br />STEP FROM INTERIOR FINISH FLOOR OF BUILDING ] <br />t— <br />t—'T \D <br />%'D <br />In <br />LU <br />Q) <br />ct) \D:;-, <br />M <br />6 <br />x <br />j-L- ` <br />Z <br />Qj — <br />U4 <br />Q) <br />Q) <br />Z' <br />Qj co <br />Z <br />IU <br />uj <br />CIS <br />70 MiT-1 <br />tu \Q <br />Qc- <br />ul Q) <br />93 <br />w <br />co 0) <br />z c:) c:) <br />0 A <br />C/) C:) <br />LU <br />I, - <br />T— <br />L6 <br />T— <br />co <br />It <br />CIS <br />T— <br />2 <br />L6 <br />z <br />0 <br />b <br />z <br />0 <br />L Is <br />ZD <br />3-12D NAILS TO FACE OF TRUSS <br />Z <br />0 <br />9'4" WALL HEIGHT <br />7- <br />ry <br />U) <br />ALUMINUM EAVE DRIP <br />SEE ROOM FINISH SCHEDULE <br />w <br />2X4 #2 SPRUCE SUB FASCIA <br />3'0" <br />SEE ROOM FINISH SCHEDULE <br />WITH ALUMINUM FASCIA <br />SINGLE ROW KNOCK OUT LINTEL BLOCK WITH <br />w <br />z <br />VINYL VENTED SOFFIT TO" CANTILEVER WITH 12" OVERHANG <br />145 HORIZONTAL REBAR TIED TO ALL VERTICAL <br />SINGLE ROW KNOCK OUT LINTEL BLOCK WITH <br />N <br />0 <br />AT NORTH AND SOUTH AREA ROOFS <br />RODS AND POURED SOLID WITH 2500 PSI CONCRETE <br />145 HORIZONTAL REBAR TIED TO ALL VERTICAL <br />U <br />RODS AND POURED SOLID WITH 2500 PSI CONCRETE <br />LL <br />0 <br />8" PRECAST LINTEL OVER ALL OPENINGS <br />8" PRECAST LINTEL OVER ALL OPENINGS <br />t <br />u- <br />8" MASONRY BLOCK WALLS WITH <br />z <br />DECORATIVE CEMENTITIOUS FINISH <br />SEE ROOM FINISH SCHEDULE <br />w <br />SEE ROOM FINISH SCHEDULE <br />1 X4 #2 SPRUCE @ 16" OC ATTACHED <br />BOTTOM OF TRUSSES WITH 2-8D NAIL <br />TO <br />U) <br />FOAM FILL ALL CELLS OF BLOCK <br />VINYL VENTED SOFFIT CEILING <br />WALL NOT FILLED WITH CONCRETE <br />It <br />FOAM FILL ALL CELLS OF BLOCK <br />WALL NOT FILLED WITH CONCRETE <br />4 COARSE 8" MASONRY SPLIT FACE BLOCK <br />SIDE WALK TO BE MAXIMUM <br />1/4" BELOW BUILDING FINISH <br />FLOOR <br />BUILDING <br />ASSUMED 0'0" FINISH FLOOR <br />#5 VERTICAL REBAR AT THE <br />LOCATIONS SHOWN ON FLOOR <br />PLAN <br />00 <br />N <br />BOTTOM OF FOUNDATION 1- 4" <br />MINIMUM 12" BELOW GRADE -1 <br />2500 PSI CONCRETE OVER 6/6 10/10 WIRE MESH <br />6 MILL VISQUEEN AND CLEAN COMPACT TERMITE <br />TREATED SOIL <br />SEE ROOM FINISH SCHEDULE <br />16"X16" MONO FOOT!NG <br />WITH 345 REBAR ON CHAIRS <br />AT THE <br />ON FLOOR <br />500 PSI CONCRETE OVER 6/6 10/10 WIRE MESH <br />MILL VISQUEEN AND CLEAN COMPACT TERMITE <br />REATED SOIL <br />OM FINISH SCHEDULE <br />DOTING <br />D t-)Kl rWAID(Z <br />— I 1 1 —v lx— <br />CORRIDOR SECTION DETAIL <br />NOT TO SCALE <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <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 11 <br />BUILDING CUT SECTION DETAIL <br />NOT TO SCALE <br />INTERIOR BLOCK WALL SECTION DETAIL <br />NOT TO SCALE <br />ARKAY 17996 <br />