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UPLIFT CONNECTION - SIMPSON STRDNG-TIE <br />FRAME APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />B <br />H2,5A <br />600 <br />150 <br />10-8ol X 1-1/2N <br />10456,11 <br />H10 <br />990 <br />525 <br />16-8d X 1-1/2" <br />10456,6 <br />H10-2 <br />760 <br />395 <br />12-10d <br />10456.7 <br />SP1 <br />585 <br />10-lod <br />10456.41 <br />SP2 <br />1065 <br />12-10d <br />10456.42 <br />SP4 <br />885 <br />6-10d X 1-1/2W <br />10456.43 <br />SPH4 <br />1360 <br />12-10d X 1-1/2" <br />10456.46 <br />MGT <br />3965 <br />22-10d <br />11470.7 <br />LGT2 <br />2050 <br />30-16d Sinkers <br />11470.6 <br />HTS20 <br />1450 <br />20-10d <br />10456.23 <br />LSTA18 <br />1165 <br />14-10d <br />10852.4 <br />LSTA24 <br />1235 <br />18-1001 <br />10852.4 <br />LSTA30 <br />1640 <br />22-10d <br />10852.4 <br />LSTA36 <br />1640 <br />24-10ol <br />10852.4 <br />VTC2 <br />405 <br />4- 10d <br />5-10d X 1-1/2 <br />10861,5 <br />NOTE: CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS <br />FOR ADDITIONAL INFORMATION <br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905,2,3 <br />SLOPES 2:12 <br />UP TO 4:12 <br />R905.2.7, <br />1507.2.8 <br />SLOPES 4:12 <br />AND GREATER <br />R905.2.7, <br />1507.2.8 <br />FLASHING SHALL <br />COMPLY WITH <br />R905.2,8, <br />1507,2,9 <br />VALLEYS SHALL <br />COMPLY WITH <br />R905.2.8.2, <br />1507,2.9.2 <br />DRIP EDGE SHALL <br />COMPLY WITH <br />R905.2,8,2, 1507,23,3 <br />LEGEND <br />SA HETA20 <br />® H2,5A <br />UPLIFT CONNECTION - SIMPSON STRONG -TIE <br />MASONRY APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />HETA20 <br />1890 <br />335 <br />16-10d X 1-1/2" <br />11473.3 <br />HTT16 <br />3480w <br />18-16d <br />11496.1 <br />HTT22 <br />5260)K <br />32-1601 Sinkers <br />11496.1 <br />LGT2 <br />2150 <br />16-16d Sinkers & <br />11470.2 <br />LTT19 <br />1205* <br />7-1/4' x 2-1/4' Titen <br />8-16d Sinkers <br />11496.3 <br />LTTI31 <br />2185)K <br />18-10d X 1-1/2" <br />11496.3 <br />HGAM10 <br />850 <br />1005 <br />4-SDS1/4X1-l/2 <br />4-1/4X2-3/4 TITEN <br />11473.6 <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU, <br />NOTE: <br />ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS <br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE <br />MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS <br />APPROVED BY THE ENGINEER OF RECORD, <br />THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS <br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD <br />0 <br />0 <br />0 <br />m <br />13-0-0 <br />7-0-0 <br />CD <br />CD <br />B <br />� <br />�A A <br />� <br />A <br />A <br />A <br />11 <br />0 8 <br />\ <br />O <br />0 <br />0 <br />Co <br />0 <br />06 <br />05 <br />OA <br />0 <br />05 <br />05 <br />OA <br />05 <br />OA <br />05 <br />05 <br />A <br />05 <br />� <br />05 <br />OA <br />05 <br />OA <br />OA <br />0 A <br />06 <br />08 <br />(Y/A <br />11 <br />�� <br />CD <br />CD <br />0 <br />0 <br />0 <br />Hangers and items included with trusses below <br />Item1: <br />Item5: <br />Item2: <br />Item6: <br />Item : <br />Item7: <br />Item4m <br />NOTICE: <br />APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN <br />8EGM. VERIFY ALL SPANS, PITCHES, OVERHANGS, ELEVATIONS, DETAILS AND <br />BEARING CONDmONS. THESE ARE IMPORTANT AS THE TRUSSES WILL BE BUILT <br />IN ACCGImANCE WITH THE INFORMATION SHOWN, <br />APPROVED B Y: <br />DATE: <br />CAUTION. THE BUILDER, BUIOINO CONTRACTOR, LICENSED <br />CONTRACTOR, ERECTOR OR ERECTION CONTRACTOR IS WASED <br />TO OBTAIN AND READ THE ENTIRE BOOKLET 'COMMENTARY <br />AID RECOHAETDARONS FOR HANDLK INSTALLING <br />BRACING PETAL PLATE CONNECTED WOOD TRUSSES, HB-9T <br />FROM THE TRUSS PLATE INSTITUTE. FAILURE TO FOLLOW <br />PERSSOONAL NJJR'f OR RECOMMENDATIONS OR eu DINGS <br />NOTE. IT ITHE S <br />THAT ASSUMED OF THE <br />LOADCNTGENGINEER IS NOT OR EXCEEDED. <br />CUSTOMER: RODRIGUEZ <br />JOB NAME: RODRIGUEZ <br />MODEL: GARAGE ADDITION <br />TC PITCH: 4 12 <br />BC PITCH: 0 <br />LOAD: SHINGLE <br />WIND: 120 M P H <br />OH CUT: 12 11& 24 PLB. <br />HITEK TRUSS <br />6179 NATURE COAST BLVD. <br />BROOKSVILLE, FL 34602 <br />(352) 797-0877 <br />r <br />A We are cutting edge! e. <br />BRIG.NG: <br />SPACING: 2 <br />24 O/C <br />JOB NO.: 030209 <br />DRAWN: 03 15 2010 <br />REV1: <br />REV2: <br />13-0-0 <br />0 <br />1 <br />TRUSS TDLAN <br />