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(2) <br />ROOF FRAMING PLAN ELEV. 11111 <br />SCALE: 1/ -I Ar <br />NOTES: <br />1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS <br />6 W/ (I2)16D. <br />E PLY: SCAB <br />54.1. <br />J/ (22)0.148'X7-1/2' & 5/8' ATR <br />:D & EPDXIED TO CMU WALL W/ <br />2' EMBED <br />�00O Fieldstone <br />C.O.A.# ARCHITECUREo,-.-- <br />AA26002802 <br />C.O.E.# ENGINEERI <br />29349 <br />O IBRAHEM ELAYEB, <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <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 H10K 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 Al <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 EA. PLY <br />C) (1) SDWC156DD SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTS/MTS/HTS) REFER TO <br />DETAIL RSO 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 UPLIFTMTERAL 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 />♦ I � <br />No. 86�2�li/ll— <br />STATE OF <br />j°40RID . • ��� <br />G <br />sis��NAL <br />_ o6Emh <br />a <br />ffi;3 <br />.sa <br />a6o$$as �'� <br />o <br />aE-�E€abe <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, FL 33637 <br />+ 1 813.466.3310 <br />www.fieldstoneae.com <br />Z W vt <br />O <br />� 10 <br />''� <br />Q �] M <br />Qp¢ <br />LU W y <br />w <br />� <br />O O <br />O <br />= <br />Ucc <br />Q �x <br />x <br />° <br />F <br />�a <br />r <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF <br />FRAMING PLAN <br />1 <br />J <br />SHEET # <br />�S3.1 J <br />