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I <br />C <br />d <br />DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />(TYPICAL EACH POST) CORRISIVE RESISTANT <br />?X10 PT FLOOR JOIST SPACED 24" O.C. MAX <br />FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT <br />WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />TYPICAL EACH END <br />1-4"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 <br />;EBAR REINF MAT. (3) CRISS—CROSS <br />DOUBLE 2X10 PT WOOD BEAM <br />FASTEN 2X10 PT FLOOR JOIST TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />(TYPICAL EACH POST) CORRISIVE RESISTANT <br />JOIST PLAY <br />2X6 PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH <br />#10 DECK SCREWS (2) PER ATTACHMENT <br />FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT <br />WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />TYPICAL EACH END <br />—5„ 7'-8„ <br />24' <br />77 <br />_v I RONT <br />A _V__'TAIL <br />"i <br />6X6 PT POST <br />DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />(TYPICAL EACH POST) CORRISIVE RESISTANT <br />FASTEN 6X6 PT POST TO CONCRETE PIER WITH <br />SIMPSON ABU66 POST BASE. TYPICAL EACH POST <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 <br />REBAR REINF MAT. (3) CRISS—CROSS <br />2X6 PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH <br />#10 DECK SCREWS (2) PER ATTACHMENT <br />FASTEN 2X10 PT FLOOR JOIST TO DOUBLE 2X10 PT <br />WOOD BEAM WITH SIMPSON LUS210 JOIST HANGER <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />6X6 POST STOPS AT DECK � TYPICAL EACH END <br />�6X6 POST STOPS AT DECK <br />—5 7'-8„ <br />2 4' <br />REAR VI�'W <br />DETAIL A -A <br />6X6 PT POST <br />DOUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />(TYPICAL EACH POST) CORRISIVE RESISTANT <br />FASTEN 6X6 PT POST TO CONCRETE PIER WITH <br />SIMPSON ABU66 POST BASE. TYPICAL EACH POST <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 <br />REBAR REINF MAT. (3) CRISS—CROSS <br />r)T DECK BOARDS FASTEN TO 2X I FLOOR JOIST WITH <br />)ECK SCREWS (2) PER ATTACHMENT <br />X6 PT POST <br />)UBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST <br />TH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />YPICAL EACH POST) CORRISIVE RESISTANT <br />FASTEN 6X6 PT POST TO CONCRETE PIER WITH <br />SIMPSON ABU66 POST BASE. TYPICAL EACH POST <br />ATTACH PER MANUFACTURERS SPECS FL 10655.14 <br />24"X24"X36" CONCRETE PIER FOOTER WITH (6) #5 <br />REBAR REINF MAT. (3) CRISS—CROSS <br />vi-E171W <br />DETAIL C <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />ENGINEER LICENCE ##53608 <br />LVE <br />S P IVEY JAM ES <br />5732 13th STREET <br />ZEPHYRHILLS FLORIDA <br />D.W.SMITH,M.S.,P.E.#53608 <br />FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTDN DRIVE—DADE CITY, FLORIDA 33525 <br />PHOND 813-469-2289 E-MAIL; dwsf 1pe@earth h nk, net <br />RICK GOLLHARDT - DRAFTSMAN <br />813-781-3651 <br />rgollhardt@tampabay.rr.com <br />PORCH <br />FLOOR JOIST PLAN <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />13 SEPT 2020 <br />CHECKED <br />D.W.S.,P.e. <br />SHEET OF <br />2 OF 4 <br />JOB NO, <br />2020-0814 <br />