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<br /> <br /> <br />(2) 2 6 <br />p, r. HE DER <br />(TYP) <br /> <br />· \ i <br /> <br /> <br />L <br />loo; <br />~ <br />(,j ~ <br />c:s ... <br />. '- <br />C;:) <br />I <br />Co <br /> V <br /> <br />""X"-P.r. <br />8" x 8- x 1 <br />Pli'?S W/ " <br />CONe. PADS <br />(M,'X) TYP, <br /> <br />2 X " P. r. B OCKING 0'" .. 8'- <br />SUPPOR T ALL PL YltOOO EDGES <br /> <br />FLOOR :=-RAM/NG PLAN <br /> <br />NTS <br /> <br />, <br /> <br />---n _ <br /> <br />. <br /> <br />DECK SIZES w/ 2 X 6 FLOOR JOIST <br />o 16- D. c. W/ 8. MAX. SPAN <br /> <br />W <br />W/2 <br /> <br />8. 10' <br />N/A S. <br /> <br />12. <br /> <br />14' <br /> <br />16' <br />8. <br /> <br />6' <br /> <br />7' <br /> <br />5/" - X 6- P. r. DECKING W/ 8d <br />GAL II. 0 6 '"/1 r D. C. EDGES/lN TE:RMED. <br />OR <br /> <br />3/"- PLYIM:JOO W/8d 06-/1r <br />D.C. CDGCS/lNTE:RMED. <br /> <br />SEE DC TAIL <br /> <br />USC 1/.-" X ." <br />LAC BOLTS. 2.- <br />O. C. TO ANCHOR <br />BASC Pf.A TE <br /> <br /> <br />P. r. 2 X 6 '2 s.P. 0 16- D.C. W/ <br />HUGHES EUH 2"-6 W/ (6) lDd <br />(OR Eoo/II.) OR (") 16d TOC-NAILED 0 <br />o EA. 'END (8'-0- MAX SPAN)' <br /> <br />(2) 1/"-" X 5- LAG BOlT/CONN. <br /> <br />PERIM. HEADER ON (.1) SIDES <br /> <br />.. X " P. r. POST OR 8- X 8- X 16- C.B. <br />o 6'-0- D,C. (MAX) <br /> <br />,,- X 16- X 16- <br />CONC. PADS OR <br />7 1/r X 11- X 11- DECK BLOCK <br />(MAX 6' SPAClNC) <br /> <br />v STANDARD APPROVED M.H. <br />STRAPS AND GRND. ANCHORS <br />o 6.-0- D.C. (TYP.) <br />(.J.l'D, MIN. OCSlCN LOAD) <br /> <br />NOTE:: WITH EXISTING 4- . <br />CONC. SLAB. USE SIMPSON <br />ABU 44 POST BASE W/ 5/B- <br />OIA. CONC. A.S. W/ (6) 16d <br />OR '70 SCREWS X 7 1/2- <br /> <br />PIER DETAIL: <br /> <br />THESE STRUCTURES DESiGNeD tWTH <br />THE 2001 FLORIDA BLDG. CODE <br />ci' CHAP. 6 OF ASCE 7 FOR 710- 1.15 AlPH <br />WIND VELOCITY (3 SEe. GUST) EXPOSURE A-D. <br />VOID AFTER 2-1-05 <br /> <br />OA VTD NORRIS ENGINEERING <br />1/2 COLEMAN RD. <br />WIN TER HA VEN, FL. 33880 <br />(863) 299-1048 PE 32/86 <br /> <br />Pq. 3-A <br />