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4" PLYWD. <br />16d ® 8" O.C. <br />L BRACE GABLE END <br />TRUSS <br />'_X4 DIAG. <br />3RACE <br />FOLLOW <br />RUSS MANUF. <br />ZECOMMENDATIONS) <br />4) 10d NAILS <br />G^-r^u ILr1 � L IN1`1L J illACING <br />C❑NTINU❑US @ 48' O.C. <br />GABLE END BRACING DETAIL <br />T' BRACE ATTACHED W/ <br />10d NAILS 0 4" OC, TYP. <br />2X,I r'orncc_Qonr'iKir <br />TOP/BOTTOM CHORD <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 0 <br />48" O/C <br />"L" BRACE ATTACHED W/ <br />10d NAILS 0 4" OC, TYP. <br />WEB-1 w1" TRUSS WEB <br />20 BLOCKING 0 <br />48" O/C <br />,JLE TRUSS WEB <br />SEE TRUSS MFR. CUT <br />SHEETS FOR <br />ADDITIONAL BRACING <br />THAT MAY BE REQ'D. <br />7/16" NOI <br />APPROVAL <br />GABLE END TRU <br />BRACING DETAIL <br />(1) SIMPSON LSTA12 <br />STRAP 0 48" O.C. <br />')..A I11A(`nkw DDArwr` <br />-ENGINEERED TRUSSES <br />4" O.C. <br />MASONRY GABLE END BRACING DETAIL <br />I HEREBY CEIMFY 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 />J�f E <br />0 <br />co• <br />pee 1* <br />�91 <br />ii1 %r�►`�r�►`� <br />a, <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />nORIDA LICENSE NUMBER S3608 <br />Plans By: <br />Larry deMontmollin <br />90 conaay Club Tan <br />Mulberry, FL 33860 <br />Phonx(863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.B.D. <br />REVISION: I DATE: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BU'1TERFIBLD INVSSfMBNTS, INC. <br />501618th. S17tBBT <br />ZBPHYRHILIS, F4 33542 <br />CONTRACTOR: <br />-Teim <br />HOUSE PLAN <br />sEcnoN A <br />1 <br />GABLE TRUSS DETAILS <br />DWG, BF-001-A9 REV. 0 <br />