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r <br />FASTEN 2X6 LEDGER BOARD TO <br />STRUCTURE WITH 16d COMMON N <br />ATTACH WOOD TRUSS TO LEDGEF <br />DOUBLE 2X8 WOOD BEAM <br />�1' 601 1 1 g <br />i <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />600 <br />535 <br />10 - 8d <br />10456.2 <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1 /2" <br />B <br />H10A <br />1340 <br />1015 <br />18 -10d x 1 10 <br />10456.2 <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-10d <br />MINIMUM 3" MEMBER <br />REAL TXM ARE FOR ROOF LOADSOWNOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS, <br />ALL EPDXY ANCHORS USP CIA 7000C <br />NOTE: DOUBLE FELT RECID ON ROOF PITCHES 3112 & LOWER. <br />LOADS - ROOF = L / 360 FLOOR - L / 480 W/ 318" MAX DEFLECTION. <br />DOUBLE 2X8 WOOD BEAM <br />FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST <br />r A f"`TrA 1 /l\/ A <br />F_LP�' U/ NT VIE ff <br />LEGEND <br />H2.5A <br />WOOD TRUSS TO DOUBLE 2X8 WOOD BEAM <br />J H2.5A HURRICANE CLIP. ATTACH PER <br />=RS SPECS FL 10456.2 <br />C <br />I <br />2' <br />DLL <br />;AM <br />SIDE <br />6X6 PT POST <br />ENLARGED CIRCLE @ <br />DETAIL D <br />PT DECK BOARDS FASTEN TO 2X10 FLOOR JOIST WITH <br />3ECK SCREWS (2) PER ATTACHMENT <br />)OUBLE 2X10 PT WOOD BEAM FASTEN TO 6X6 PT POST <br />VITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />TYPICAL EACH POST) CORRISIVE RESISTANT <br />=ASTEN 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 />ENGINEERED WOOD TRUSSES BY OTHERS @ 24" O.C. MAX <br />26 GAGE R—PANEL OR RBR METAL ROOFING FASTEN TO <br />SHEATHING TO BE 15/32" 4 PLY CDX OR 0S13 W/8d RING SHANK NAILS <br />6 O.C. 4 O.C. USE STEEL PLYCLIPS <br />INSTALL METAL ROOFING PER MANUFACTURERS SPECIFICATIONS <br />FLASHING PER FBC—R 905 <br />FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST <br />WITH (2) 1/2 1) THRU BOLTS WITH WASHERS AND NUT <br />CORRISION RESISTANT (TYPICAL EACH POST) <br />FASTEN 2X6 LEDGER BOARD TO EXISTING <br />w STRUCTURE WITH 16d COMMON NAILS. <br />ATTACH WOOD TRUSS TO LEDGER BOARD <br />,ell <br />VIEW <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 />FASTEN 2X6 LEDGER BOARD TO EXISTING <br />STRUCTURE WITH 16d COMMON NAILS. <br />ATTACH WOOF) TQI IQQ Tr) I E_nrE_o Dn A oF\ <br />FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />rnPPiginN1 RFCIgTANIT (TYPI(-AI P-Aru POST) <br />ENGINEER LICENCE #53608 <br />ENLARGED CIRCLE @ <br />DETAIL C <br />OOD BEAM <br />ENLARGED CIRCLE @ <br />DETAIL B <br />FASTEN DOUBLE 2X8 WOOD BEAM TO 6X6 PT POST <br />WITH (2) 1 /2" THRU BOLTS WITH WASHERS AND NUT <br />CORRISION RESISTANT (TYPICAL EACH POST) <br />1 <br />t' <br />ENLARGED CIRCLE @ <br />DETAIL A <br />S P VEY JAM ES <br />5732 13th STREET <br />ZEPHYRHILLS, FLORIDA <br />D.W.SMITH,M.S.,P.E.#53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE —DARE CITY,FL❑RIDA 33525 <br />PHONE; 813-469-2289 E-MAIL: dwsf 1pe@eo.rth l i nk, net <br />DOUBLE 2X8 WOOD BEAM <br />6X6 PT POST <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhaTdt@tampabay.Tr.com <br />TRUSS PLAN SHEET OF <br />3OF4 <br />SCALE DATE JOB NO. <br />DO NOT SCALE 13 SEPT 2020 <br />DESIGN/DRAWN CHECKED 2020-0814 <br />R. GOLLHARDT D.W.S.,p.e. <br />I <br />