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(2)HTSIS TO M2z4 SUI <br />COLUMN. DTT2Z 0 SA <br />COLUMN vd (a 1/4-x1-1 <br />& 1/2' ATR ACROSS FU <br />SET48 EPDXIED TO TI <br />CMU WALL, MIN. Ir E <br />SEE RWO/84.1 <br />(2)MTS1W TO (2 W BU <br />COLU IN. DTT2Z 0 SA <br />COLUMN vW (4114-A-1 <br />& 1/r ATR ACROSS FU <br />8ET.W EPDX ED TO TI <br />CMU WALL, MIN. Ir E <br />SEE RWO/84.1 <br />ROOF FRAMING PLAN ELEV. 'LIT' <br />SCALL' IW-Ira• <br />!qR <br />1. REFER TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWO 84.1 FOR ROOF SHEATHING TEOUNEdENIS <br />�p Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 G <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />o2MS/2024 <br />DATE <br />W <br />UNLESS OTHERWISE NOTED WIPLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META1& <br />I ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H10A WHEN INSTNI®ON <br />EMERIOR WALLS SHALL BE CONNECTED <br />THROUGH EXTERIOR SHEATHING M <br />H2.SA TO BE USED TO MULTIPLY TRUSS, <br />(1) EACH SIDE w/ d NAILS KM SMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/ed MIN. <br />& ILO TYP METAL TRUSS COIMECTOPA <br />FRAME SCREWS MAY BE USED AT <br />CONTRACTOR OFTON PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC1 MW <br />0) MULTI -PLY TRUSS REQUIRE M <br />SOWCISWOO AT EA. PLY <br />C) (1) SOWCISSOOSCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTWMTSKM REFER TO <br />DETAIL FWD FOR INSTALLATION <br />OOMPHR)RATIONS. <br />ow-w <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS RENEW <br />ON, THE CONTRACTOR IS RESPONSIBLE TO <br />ASSURE THE DIRECT COMPLIANCE OF TRUSS <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS A VERIFY ALL TRUSS <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND D THE UPUFTMTE AL LOADS <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SMOYNI IN THESE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED. <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />41V. <br />Na 8602 <br />Q STAY .Af <br />M','I, l <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, MI 48MI <br />+1 248.622.4035 <br />Florida <br />12806 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />0 <br />I— <br />O <br />J <br />0 <br />Z <br />F5 <br />cv) <br />CL <br />w <br />{r— <br />O <br />cc <br />I--• <br />r <br />LV <br />o Z c�� <br />5a <br />W G <br />Iu Q CC <br />� O <br />tl c� <br />W <br />O <br />c^'9 cr <br />L _ <br />DRAVM W. FAE <br />VERSION: 5.0 <br />SHEET NAM <br />ROOF FLOOR <br />FRAMING PLAN <br />MEET # <br />S3.1-11 <br />