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v <br />META16 <br />PER <br />MANUF. <br />THA422 OR <br />HANGER <br />PER MANUF. <br />(2) 1 3/4'x16" LVL <br />lilt <br />ILIT <br />OR GIRDER PER MANUF. <br />(2) 1 3I4k18• LVL <br />OR GIRDER PER MANUF. <br />SIM. <br />� I <br />I OR GIRDER PER MANUF. <br />13'-5' <br />- - <br />� <br />R7I <br />�1 <br />(2) 1 3/4k16" LVL <br />OR GIRDER PER MANUF. <br />- <br />C& FLOOR TRUSS:I 2z VERTICAL <br />W <br />REQ. AT THIS LOCATION FOR 2nd <br />_ <br />FLOOR STRAPPING. DESIGN FOR <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD <br />Iul <br />OF 2,000 <br />LB <br />Ilpll � I�fl <br />8L1 <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" <br />SCALE: 1/4-=1'-0 <br />NOTES: <br />1. REFER TO DWG SO.I FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />Inl <br />—� <br />UP COL M(2DTT2Z @LT <br />Nil <br />II <br />II <br />II <br />II <br />II <br />V <br />MCOLU <br />BASE OF COLUMN w/ (8, <br />._� BASE O N W (8) <br />1/4N1-1/2" SDS & 112" <br />1ANXI-1/2" SDS & 1/2" <br />ATR SET-XP EPDXIED <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />TO TOP OF CMU WALL <br />BELOW, MIN. 6' EMBED <br />BELOW, MIN. &' EMBED <br />W <br />ROOF FRAMING PLAN ELEV. IIIII <br />SCALE: 1/4"=1Ar <br />NOTES: <br />1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING`— <br />29349 <br />13 IBRAHEM ELAYEB, PE�, <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/10/2024 <br />DATE <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META16. <br />2, ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H1OA. WHEN INSTALLED ON <br />EXTERIOR WALLS SHALL BE CONNECTED <br />THROUGH EXTERIOR SHEATHING. (2) <br />H2.SA TO BE USED TO MULTI -PLY TRUSS, <br />(1) EACH SIDE w/8d NAILS MIN. SIMPSON <br />H2.SA MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/8d MIN. <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCREWS MAY BE USED AT <br />CONTRACTOR OPTION PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC15600 <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC15600 AT F.A. PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS (LTS/MTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DISCLAIMER <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVIEW <br />ON, THE CONTRACTOR IS RESPONSIBLE TO <br />ASSURE THE DIRECT COMPLIANCE OF TRUSS <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE UPLIFT/LATERAL LOADS <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THESE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED, <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />111111III // <br />`0 <br />No. <br />_ <br />i STATE OF <br />��� •. A�ORIDp'.•' ���� <br />�0NAI. 'C <br />111111 <br />ao�g��os@<ev^ <br />025'86:&iE�:, <br />o&tea Tae€offs <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />O <br />17 <br />w <br />I <br />Z <br />N <br />Z CM <br />g <br />c7 <br />Q <br />z <br />w <br />J <br />LU <br />J <br />W <br />Q0 <br />O <br />*^ <br />Q <br />Q <br />tz <br />(n LL <br />(n <br />U <br />UW <br />W <br />J <br />Vn <br />¢ <br />0 <br />a <br />H <br />LLJ <br />M N <br />L J <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />FLOOR/LOW <br />ROOF FRM PLN <br />SHEET # <br />S3.1 1_ <br />