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2" PLYWD. <br />L BRACE hHtsLL LINU <br />TRUSS <br />?X4 DIAG. <br />3RACE <br />FOLLOW <br />-RUSS MANUF. <br />;ECOMMENDATIONS) <br />4) 10cl NAILS <br />ACING <br />C❑NTINU❑US @ 48" ❑,C, <br />GABLE END BRACING DETAIL <br />11L" BRACE ATTACHED W/ <br />10d NAILS @ 4" OC, TYP. <br />2X4 CROSS —BRACING <br />Q RIDGE <br />01 ■ <br />TOP/BOTTOM CHORD <br />GABLE END BRACING <br />© 4B" O.C. MAX. <br />FOR THE FIRST 4 <br />ROWS OF TRUSSES <br />> <br />< <br />U <br />(j x <br />Q <br />0c) :2i <br />RIDGE <br />W <br />MI <br />Q <br />0 <br />U <br />U x <br />REQ. MINIMUM TRUSS BRACING <br />CMU END WALL W/ FLAT CEILING <br />WIND SPEED 140 MPH 3—SECOND GUST & MEAN ROOF HEIGHT UP TO 30'-0" <br />2x4 BLOCKING @ <br />48" O/C <br />"L" BRACE ATTACHED W/ <br />10d NAILS @ 4" OC, TYP. <br />V11U TRUSS WEB <br />SECTION rA <br />2x4 BLOCKING @ <br />48" O/C <br />. LE TRUSS WEB <br />SECTION B <br />SEE TRUSS MFR. CUT <br />SHEETS FOR <br />ADDITIONAL BRACING <br />THAT MAY BE REQ'D. <br />7/16" ND <br />APPROVAL <br />GABLE END TRU <br />BRACING DETAIL <br />(1) SIMPSON LSTA12 <br />STRAP @ 48" O.C. <br />%A NAPOKIAI DDAPIAIP <br />—ENGINEERED TRUSSES <br />4" O.C. <br />MASONRY GABLE END BRACING DETAIL <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />(6TH. EDITION). <br />g3g�g <br />o� <br />s ; <br />ar rr <br />.+ • jiG 'i6 OF+� w <br />Of Co <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.E.D. <br />REVISION: <br />DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />501018th. STREET <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />U(on <br />HOUSE PLAN <br />GABLE TRUSS DETAILS <br />DWG, BF-002-A9 REV. 0 <br />