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12 <br />TRUSS LAYOUT <br />UPLIFT CONNECTI❑N - SIMPS❑N STR❑NG-TIE <br />FRAME APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />A <br />H10A <br />1140 <br />590 <br />9-8d X 1-1/2' <br />10446 <br />N❑TEi CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS <br />FOR ADDITIONAL INFORMATION <br />2"x4'x8' C❑NTINUI❑US LATERAL BRACES <br />(@ 4' ❑„C. MAX ) AT BOTH GABLE ENDS <br />KIATi_ED T❑ B❑TT❑M CH❑RD ❑F TRUSSES <br />(2 EA) 10ol NAILS <br />r <br />TRUSS A <br />2X4GABLE END BRACING <br />2' <br />2X8 TOP CHORD <br />2X8 BOTTOM CHORD <br />LEGEND <br />H10A <br />0'-4 <br />IF L 4 <br />In <br />I <br />TRUSS A- > <br />PRE-ENGINEERED' Tom ' "" ,T.,M \ <br />25 YEAR WARRANTED FIBERGLASS SHIN <br />ON 1/2" CDX PLYWOOD OR ❑SB (TYP) <br />SIMPS❑N H10A (1140# UPLIFT) <br />2X4 WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA AND DRIP EDGE <br />(2) 2"X4" TOP PLATE (C❑NT) <br />ALUMINUM S❑FFIT <br />2X4 STUD WALL @ 16" D.C. WITH 1/2" CDX OR ❑SB WP <br />SHEATHING NAILED 3" ❑.C, ON TOP AND BOTTOM PLATE <br />AND 6" ❑,C, ON STUDS, USE TYVEK OR EQUAL HOUSE <br />AND SIDING OR WIRE LATH AND STUCCO, <br />❑PTI❑NAL 5/8" DENS -GLASS SHEATHING <br />2" X 4" PT BOTTOM PLATE W/ <br />1/2"X7" WEDGE ANCHORS <br />AT 24" D.C. MAX <br />2"x4'x8' CONTINUI❑US LATERAL BRACES <br />/T (@ 4' ❑„C. MAX) AT BOTH GABLE ENDS <br />NAILED TO BOTTOM CHORD OF TRUSSES <br />W/ (2 EA) 10d NAILS <br />7.2 <br />12 <br />U <br />TYPICAL WALL SECTION <br />2X4 ANGLE BRACING AT 48' O.C. ALONG - <br />GABLE END NAIL ENDS TO 2X4 BL❑CKING <br />WITH (2) 16d TOE NAILS. <br />2X4 WEB BLOCKS NAILED BETWEEN <br />WEBS WITH (2) 16d NAILS EACH END WITH <br />(6) 16d NAILS AT EACH END NAIL TO 2X4 <br />2X4 NAILER ATTACHED TO BOTTOM J <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 12d COMMON NAILS <br />AT EACH UPRIGHT MEMBER OF GABLE <br />I'x8' C❑NTINUI❑US LATERAL BRACES <br />V ❑„C. MAX ) AT BOTH GABLE ENDS <br />_ED TO BOTTOM CHORD OF TRUSSES <br />(2 EA) 10d NAILS <br />INCRETE (3000PSI) WITH #10 <br />MESH ON 6 MIL POLY <br />IR BARRIER OVER CLEAN <br />'ACTED P❑IS❑N TREATED <br />VAPOR BARRI❑R <br />TRIAL TO BE LAPPED <br />TH SEAMS TAPED <br />RMESH CAN BE SUBSTITUED <br />EAN COMPACT TERMITE TREATED S❑IL <br />`W X 12"W M❑N❑LITHIC SLAB W/(2) <br />ifJ REBAR C❑NTINI❑US ❑N CHAIRS <br />BOTTOM OF F❑❑TER SHALL BE 12" BELOW GRADE <br />GABLE TRUSS BRACING PER TRUSS COMPANY <br />� MAX. 24' OVERHANG <br />2X4 ❑UTRIGGERS AT 24' O.C. CONNECT ❑UTRIGGERS <br />TO GABLE WITH SIMPS❑N H2.5 <br />'L' BRACING TO EXTEND AT LEASE 90% 19 <br />OF WEB LENGTH (SEE TABLE ABOVE) <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2' CDX SHEATHING OR 7/16' ❑SB NAILED <br />4' O.C. WITH 8d COMMON NAILS. <br />/-ATTACH BOTTOM CORD OF GABLE TRUSS <br />TO 2X4 PLATE WITH 16d NAILS 6' O.C. <br />GABLE END BRACING DETAIL <br />v <br />I 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 5th Edition 2014 <br />David W. Smith, PE, #53608 <br />ENGINEER LICENCE #53608 <br />