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6638, 6634, 6646 Dairy Rd
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6638, 6634, 6646 Dairy Rd
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Last modified
3/4/2025 8:39:14 AM
Creation date
2/18/2025 3:44:07 PM
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Building Plans
Street #
6638, 6634, 6646
Location
Dairy Rd
Contractor
Ryman Construction
Building Plans - Permit #
6396
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Er <br />a <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 />1' - 6" <br />4987 PLF (UNFILLED) <br />2' - 2" <br />3435 PLF (UNFILLED) <br />2' - 8" <br />2777 PLF (UNFILLED) <br />T - 2" <br />2332 PLF (UNFILLED) <br />4- - 0" <br />1835 PLF (UNFILLED) <br />4V _ 6" <br />1624 PLF ( UNFILLED ) <br />5' - 2" <br />2739 PLF '* <br />6' - 2" <br />2271 PLF ** <br />7' - 0" <br />1987 PLF " <br />8'- 0" <br />1723 PLF ** <br />9' - 2" <br />1489 PLF ** <br />10, - 0" <br />1354 PLF ** <br />10, - 8" <br />1277 PLF ' <br />11' - 2" <br />1200 PLF ** <br />12' - 0" <br />1109 PLF ** <br />12' - 8" <br />1044 PLF ** <br />13' - 4" <br />1398 PLF " 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 81 16" DEEP BEAM POURED SOLID <br />WITH 2500 PSI CONCRETE <br />zcf)U N <br />In <br />z <br />101, 8" O 1""1 0 <br />O <br />0r%n'rIA1/l- AT rUIC IA/AI 1 IAIII 1 01 I00r%0'rTUC GI 111 f11A.1r_ rA 1.1 <br />z � <br />Q G7 z 0 I'- <br />C7 w ~o <br />wa <br />Z M <br />� 0 0 N <br />Z Q Lo <br />q o aW <br />� mV <br />m to fy LL <br />0-)LL <br />O <br />N <br />co <br />l'7 <br />FOUNDATION PLAN 1 /411 = 1' 0" <br />8" X 8" X 16" KNOCK OUT BLOCK <br />TOP COARSE WITH 1 #5 HORIZONTAL - — - — - - - - - - - - - - - <br />REBAR TIED TO ALL VERTICAL RODS I I <br />�8� I <br />I I <br />•; I I <br />8" PRECAST LINTEL BLOCK <br />OVER ALL OPENINGS. 1 EACH \SIDEWALK\ll <br />a #5 REBAR IN THIS COARSE WHENSPAN OF LINTEL OVER 57' <br />STANDARD PRECAST DETAIL <br />I <br />SECURING PREHUNG TO BUCK STRIPS <br />PER YOUR MANUFACTURES INSTRUCTIONS <br />TO MEET WIND LOADS AND COMPRESSIONS <br />ATTACH MINIMUM 3/4" P.T. BUCK <br />RATINGS FOR YOUR JOB LOCATION. ALL <br />STRIP THAT IS THE MINIMUM WIDTH <br />ANCHOR SCREWS MUST PENETRATE BLOCK <br />OF DOOR FRAME USING .097X1 3/8" <br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL <br />T- NAILS MAXIMUM 10" OC. <br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK <br />AND DOOR JAMB <br />CAULK DOOR FRAME PER YOUR <br />MANUFACTURES RECOMMENDATIONS <br />kelcm s••: ". a mol.,u <br />rr <br />z LL <br />zm7 Qo <br />ILL <br />!' <br />z ID ri <br />z u' <br />ill QQ� <br />ua�m <br />�a- « <br />w <br />Q N <br />0 N <br />Z <br />_O <br />fn N <br />5; O <br />W <br />00 <br />N <br />N <br />N <br />o <br />N <br />m <br />1 <br />N <br />Z <br />CD <br />O <br />LLI <br />Z <br />~ <br />m <br />p <br />O <br />-7 <br />U <br />z <br />Z Nt Lo <br />O MN <br />UoD <br />��� <br />:�LL.� <br />p co <br />OU=� <br />W <br />U <br />��w0 <br />} N <br />1 1 <br />1 1 <br />I 1 6X6 PT POST EMBED IN 24"X24"X24" DEEP <br />- -� - -' CONCRETE. POST TO EXTEND TO401/2" ; <br />ABOVE FINISH FLOOR OF WOOD DECK <br />TYPICAL ALL POST LOCATIONS a <br />L 1 L 1 1 1 I 1 1 1 1 1 1 I I 1 <br />I[..0 I N Z 0 <br />----------------------- ---- — — <br />r------i---i--------------r----r----- r-- -- r �--------------- r-- - r--------------i-- <br />SECURING WINDOW TO BUCK STRIPS PER <br />ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR MANUFACTURES INSTRUCTION TO MEET 4' 0" S' 9'/," ' 5' 97/a" 5' 9Y.- 5' 97/e" J < O <br />THAT IS THE MINIMUM WIDTH OF YOUR WIND LOAD AND COMPRESSION RATINGS FOR J <br />WINDOW FRAME USING .097 X 1 3/8" YOUR JOB LOCATION. ALL ANCHOR SCREWS M <br />T- NAILS MAXIMUM 10" OC MUST PENETRATE BLOCK WALL A MINIMUM OF W <br />1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" W r^ <br />SPACE BETWEEN BUCK AND WINDOW FRAME v J <br />V�� <br />Q J <br />LINT WOOD DECK NN <br />I.L <br />FOUNDATION PLAN 1/4" = 1' 0" J m _ <br />w CO a <br />1 UJ <br />N <br />CAULKED WINDOW PER YOUR ARKAY ENGINEERING INC. U) <br />WINDOW MANUFACTURES SPECIFIC STRUCTURAL ENGINEERS <br />RECOMMENDATIONS TO MEET WIND I <br />LOAD AND COMPRESSION RATINGS <br />FOR YOUR JOB LOCATION , <br />1 t/a <br />RICHARD L. KIDDEY P.E. <br />BLOCK WINDOW ATTACHMENT DETAIL FLORIDA LICENSE NUMBER 37296 SHEET <br />NOT TO SCALE I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS �] <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION J <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19870 <br />
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