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AT 1S O.C2X4 BlDCIONG ® GABLE TRUSS wSEE REQUIRED MANUFACTURER 91e-0' <br />TOE -NAIL SHEATHINGEDGEw/ VERTICAL WEBS ASBRACING PER TRUSS MAX SPACING, <br />EDGE NAILING a) 10d ® EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 <br />SHEATHING TO ADJACENT STUD FRAMING SHEET A i A P.e. BSCI REO'MTS) WITH BL CWNG <br />AA MIN. OF (� <br />aRJ�lMEA7raM TRUSS NOTES i TRUSS BAYS PLACED <br />BETWEEN PERMANENT <br />(3) 10d NAILS @ (3) 10d N7t$ <br />TRUSS BRACING <br />EA TRUSS CHORD EA. TRUSS (RESULTING IN 5'-0• MAX. <br />NAILBOTTOMCHORD 1�ERIWEy1R�i1fAOOn11� OVERALL BRACING) <br />OF GABLE TRUSS w/ Owww IEwrIm.12d'e AT 4. O.C. ��� HORI20NrAL 2x <br />BLOCIONG BETWEEN <br />A93 ,,A35 MASONRY EEIlII,II/EellEKallserEll! FIRST 3 BAYS OF <br />SEE PLAN FOR E�Er�w�EE� FRAMING TO <br />AA 1YY00D1 AA IAA/01e1Y1 ATTACHMENT OF ALL PERMANENT BRACING <br />STRUCTURAL SHEATHING. w/ 10d ® 4. 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SCALE R=30 <br />Michigan <br />3400 Aubum Rd <br />Suke 200 <br />Aubum Hills, MI 48326 <br />+1 248.627 4035 <br />Florlda <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />RWW 30 11 www.fleWstoneae.com <br />O <br />LU <br />g <br />3 <br />!a <br />Z <br />s <br />wA <br />23 Q <br />O <br />O <br />w <br />C3 <br />Tn a <br />J <br />U <br />LLI <br />W <br />r^i N <br />O <br />Lt <br />r <br />080 Fi <br />eldstone <br />C.O.A.# ARCHITECURE: .�� `4 DRAWN BY: I FAE <br />AA26002802 i <br />C.O.E.# ENGINEERING: _ _ VERSION: 5.0 <br />29349 SHEET NAME <br />O IBRAHEM ELAYEB, PE �.0 •• 4. DETAILS - <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE %�O STATE OF ��` ROOF <br />P.E.# 86025 i��� ' ��ORIDO • ' ��?`� SHEET #L <br />02/12/2024 ''�;, s*ONAI. •F'� •S4.1 <br />DATE� <br />