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O.C. REOO AT <br />ATTACHMENT OVERHANGS GREATER TFURN 1S. <br />10d TOENAILS ® ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO <br />(� RIZ ®EA TRUSS W p)10d <br />r O.C. TRUSS TO HORIZONTAL wl TVP TRUSS COMIECTOR PER PLAN <br />TOP PLATE ONE EA SIDE TOENAILS <br />WALL FRAMING ALONG TOP PLATE NG PER PLAN <br />DF"®TOP GABLE w/ OUIRIOOB�B <br />PER PLAN SHEATHING PER PLMI <br />WOOD 2X4 BLOCKING ® CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER <br />EDGE NAILING SFMAj-EDGE (2) 10d NAILS <br />IN UEU OF BLOCKING AND / (� tOd 0 EA <br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT <br />WITHIN THE GABLE, IT IS TRUSS WEB 24. O.C. REM AT BLOCKING AS REQUIRED <br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 1 S. FOR BRACING BY TRUSS <br />'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP ( MANUFACTUREL <br />BOTTOM CHORD OF TRUSS AS SHOWN) CHORD W M 160 NAILS �' PERMANENT TRUSS <br />TO TRANSFER LOAD. AT IV O.C. 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GABLE END DETAL __ a� <br />(MOD) ,1/3W2023 <br />Rzo <br />Two-zo3 (RB+49) <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: G <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/03/2024 <br />DATE <br />d <br />IiwGro2m'Ii+wl <br />Poo I <br />40 <br />No. 8 <br />i O STAT Q/ <br />RIO <br />11111111�` <br />MIDIYyan <br />3400 Auburn Rd <br />SuRe 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />F odde <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www. helfdstonene. corn <br />00 <br />C1l <br />O <br />{..j <br />w <br />0 <br />U <br />u <br />c <br />O <br />r <br />L <br />J <br />