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1'-0 <br />UPLIFT <br />C❑NNECTI❑N <br />- SIMPS❑N STR❑NG-TIE <br />MASONRY APPLICATI❑NS <br />MARK <br />CONNECTOR <br />UPLIFT <br />LATERAL <br />FASTENERS <br />FLORIDA <br />CAPACITY <br />CAPACITY <br />APPROVAL # <br />A <br />HETA20 <br />1890 <br />335 <br />16-10d X 1-1/2' <br />11473 <br />B <br />VTC2 <br />405 <br />4- 10d <br />10861 <br />5-10d X 1-1/2 <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 SUBSTITUTI❑NS 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 />LEGEND <br />® HETA20 <br />® VTC2 <br />© H10A <br />UPLIFT C❑NNECTI❑N - SIMPS❑N STR❑NG-TIE <br />FRAME APPLICATI❑NS <br />MARK <br />C❑NNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />H10A <br />1140 <br />590 <br />9-10dX 1-1/2 <br />9-10dX 1-1/2 <br />10456 <br />NOTE, CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS <br />FOR ADDITIONAL INFORMATI❑N <br />TRTSS PLAN <br />I hereby certify that I have reviewed this plan and found It to <br />be In compliance with ASCE 7-10 and the Florida Building Code 2010 edition <br />David W. Smith, P.E. #53608 <br />