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f <br />I <br />2x4 BLOCKING BETWEEN TRUSSES <br />(2) 2X4 No.2 SYP DIAG. <br />WHERE X-BRACING IS PRESENTAT <br />BRACE W/ (3) 12d @ EA <br />4'-0- O.C. (AT SHEATHING SEAMS) <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1)'7("BRA CE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />PRE-ENG GABLE TRUSS <br />(1) W BRACE @ CENTER <br />(2)"X" BRACE DIVIDED EQUALLY ALLY <br />2xSUB- <br />FROM CENTER TO END. <br />UPRIGHTS OVER 4'-10" HIGH <br />(AS PER TRUSS ENG) <br />PLYWOOD SHEATHING, SEE <br />"ROOFNWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />SEE TYP. TRUSS CONNECTOR <br />DETAIL FOR STRAPPING INFO. <br />1 x2, 21 WOOD FASCIA <br />CONNECTION PER <br />SEE ARCHITECTURAL <br />TRUSS MFG. <br />2x SECURED W/ (3)16d <br />ENGINEERED WOOD <br />GALV. COMMON NAILS. <br />TRUSSES 24" O/C, <br />1x2 SECURED W/ 10d <br />SUBMIT SHOP DRAWINGS <br />GALV. COMMON NAILS <br />FOR REVIEW CONT. 2x4 RAT RUN <br />1T' O/C <br />AND APPROVAL SECURED W/ (2)12E's <br />MASONRY BOND BEAM <br />EACH TRUSS <br />SEE SCHEDULE <br />GABLE END PRE-ENG'D TRUSS <br />1 <br />W/ HIP RETURN SCALE:34"-1`0" <br />PRE-ENGINEERED <br />VALLEY TRUSS CONNECTION <br />L SCALE: N.T.S. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesigngroupmm <br />AA #: 0003325 <br />h <br />b <br />� <br />� <br />UUUU <br />O <br />mm <br />aVHDIV. ea LAT: <br />SILVERADO <br />LOT #22 <br />BLK- #7 <br />PROJECT* <br />04128.002-22071 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE aRIITG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />DATE: 06/03/19 <br />aCALM 1/4"=1'-0" <br />alfz= <br />S3.1C <br />