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(_RN__� <br />K�97_ <br />(2) META16 - <br />rim <br />ROOF GIRDER PER MANUR <br />(2)HETA`160(�12),161). <br />PER R14IS4.1.1 <br />ROOF GIRDER PER MANUF <br />7 <br />11 'NJ A-1 <br />A <br />1- <br />1,11-77- <br />ROOF FRAMING PLAN ELEV. IN' <br />SCALE: 1/4'= 1-V <br />NOTES: <br />1 REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2)HETA1 6 W1 (1 2)16D. <br />0 SINGLE PLY: SCAB <br />PER R14IS4.1. <br />I <br />003 <br />MGT W1 (22)0.148XI-1/2& Stir ATR <br />DRILLED & EPDXIED TO CMU WALL W/ <br />MIN. 12'EMBED <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META1 6. <br />2 ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H1 OA. WHEN INSTALLED ON <br />EXTERIOR WALLS SHALL BE CONNECTED <br />THROUGH EXTERIOR SHEATHING. (2) <br />H2.5A TO BE USED TO MULTI -PLY TRUSS, <br />(I I EACH SIDE �/Bd NAILS MIN ' SIMPSON <br />H2. 5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL .18d MIN. <br />1 ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCREWS MAY BE USED AT <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC1 5600 <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC15600 AT EA. PLY <br />C) 11) SDWCI 5600 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 />DIMMER <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVIEW <br />ON THE CONTRACTOR IS RESPONSIBLE TO <br />AS�URE THE DIRECT COMPLIANCE OF TRUSS <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE UPLIFTILATERAL 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 />E <br />P� Myr <br />& & <br />p <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieidstoneae.com <br />0 <br />z <br />0 <br />> < <br />z <br />2 <br />C <br />C <br />R <br />C4 <br />U <br />CD <br />0 <br />F_ _1 <br />Fieldstone <br />L _j <br />C.O.A.# ARCHITECURE: N DRAWN BY: I FAE <br />AA26002802 <br />C.O.E.# ENGINEERI No. 8602 VERSION: 5.0] <br />29349 SHEET NAME <br />11 IBRAHEM ELAYEB, PE <br />leg ROOF <br />P.E.# 91476 FRAMING PLAN <br />0 BENJAMIN NIESE, PE IF 441, <br />P P, + SHEET # <br />P.E.# 86025 ILORI'D ..' N <br />Co <br />06/20/2024 <br />*10NAV. e <br />DATE S3.1 K_ <br />