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<br />2' X2' CHAIRRAlL <br /> <br /> <br />OPTIONAL <br />[ 2 1/8' X 1 1/2' <br />IN LIEU OF <br />(2) L l' X l' X 2' <br /> <br />2X ~ POST <br /> <br />2'X2' CHAr AIL <br /> <br /> <br />(TYP.) l' X l' X 2' <br />ANGLE CLIPS EACH <br />SIDE OF POST 11/ (4) <br />#8 X 1/2' S. M. S. OR <br />[ 2 1/8' (DASHED) <br /> <br />2 X POST <br /> <br />OPTIONAL 2x2 OR <br />2x3 TOP PLA TE <br />11/ (3) #10 SMS INTO <br />SCREII BOSSES (MIN. l' ) <br /> <br />OPTIONAL POST TO <br />BASE CONNECTIOM <br />(FOR 2x2, 2x3, & 2x4 <br />PATIO SECTION) <br />11/ (3) #10xl 1/2' SMS <br />INTO SCREII BOSSES <br /> <br />TOP PLA TE <br /> <br />1 ' X2' TOP PLA t: <br /> <br />1 ' X2' BOTTOM <br /> <br />110 X 1 1/2' 5.11.5. <br />INTO SCREW BOSS <br /> <br />l' X2' BOTTOM PLA TE <br /> <br />1/4' x 2 1/2' <br />. CONC. A.B. <br />o 24' D.C. <br /> <br />. .. <br /> <br />. .. <br />'<II . A" '1/4' x 2 1/2' <br />....... .,.4 CONC. A.B. <br /> <br />o 24' o.c, <br /> <br />POST TO DECK <br />N. T.S. <br /> <br />'.., <br /> <br />,., <br /> <br />" <II <br /> <br />ND.,..: W. TN,. t:tJLU.N ANCHOR <br />DETAIL FtHl WIND REGIDN> 120 .,." <br /> <br />1/4'/1 x 2 1/2' TAPCONS ~ <br />24' O. C. (MAX.) IIITH <br />1/4'/1 x 5' TAPCON ON EA. <br />SIDE OF COLUMN IIITHIN 6' <br /> <br />2 1/8' PAVER <br />THICKNESS <br /> <br /> <br />(TYP.) 2')( _ COLUIIN <br /> <br /> <br />2'x 2'x .1 5*' ANGLE <br />EACH SIDE <br /> <br />(2) 110 x 3/4' <br />5.11.5. EACH SIDE <br />(1' O.C. SPACING) <br />1'x 2' BASE PLA TE <br />(TYP.) <br /> <br />PAVER POOL DECK DETAIL <br />WITH NEW SCREEN ENCLOSURE <br />N. T. S. <br /> <br />3/8'# CONC. <br />2 1/2' IIIN. <br /> <br />f:/IJIEJ Gussrr MA TER 1 AL <br />SAME AS UPRIGHT AND <br />1/16' MIN. THICKNESS <br />2'x2' MIN. PURLIN <br /> <br /> <br />RECEIVING CHANNEL (1/16' <br />OR GUSSET PLA TES 11/ (B) <br />#10 S. M. S. EACH SIDE <br />UPRIGHT/COLUMN <br /> <br />PURLIN TO UPRIGHT/ <br />COLUMN DETAIL <br />N. T. S. <br /> <br />THESE STRUCTURES DESIGNED 'MTH THE 2004 <br />FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT <br />de CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C. <br />VOID AFTER 2 1 09 <br /> <br />DA 11/0 NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA 'lIEN, FL 33B80 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />Pg. 1-E <br />