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(2) 2X4 No.2 SYP DIAG. <br />BRACE WI (3) 12d 0 EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />39-1- TO 60'-0 (3) "X" BRACE <br />(1) X' BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x SUB -BAND <br />PRE-ENG GABLE TRUSS — <br />STIFFBACKATALL —. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />- 2x6 OUTLOOKER 0 24" O.C. <br />SECURED Wl SIMPSON H10A <br />PLYWOOD SHEATHING, SEE <br />"ROOFMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1x2, 2x WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED WI(3) 16d <br />ENGINEERED WOOD <br />SIDE VIEW <br />GALV. COMMON NAILS. <br />TRUSSES @ 24" O/C, <br />tx2 SECURED WI 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT\R.N <br />12" OIC <br />AND APPROVAL SECURED Wl (2)12d's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEESCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />PRE-ENGINEERED <br />1 <br />W/HIP RETURN SCALE:34"=r-0^ <br />�� <br />VALLEY TRUSS CONNECTION <br />1 G <br />.1.1 a-. Ts <br />i"I N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdosigngroup.com <br />AA A: 0003325 A <br />Y <br />Q <br />F <br />C <br />i <br />i <br />Q <br />aUDDIV ae LOT: <br />ABBOTT PARK <br />LOT #36 <br />BLK. #8 <br />PROJECT* <br />04181.000-3 083 <br />MODULA <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE awsNG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 WH E . <br />DATE: 5/12/20 <br />aCA=: 1/4"=1'-0" <br />aHEET <br />s3.1B <br />