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v <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IFIIF <br />SCALE: 1/4, V1 <br />NOTE& <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 />HTSI6 TO (2)2x4 SF <br />UP COLUMN, DI <br />(8)SDS 1/4"x1- <br />BASE OF COLUMf <br />ATR w/ SET-XP EP( <br />CMU BELOW. 6" 1 <br />PER DETAIL L <br />HTS16 TO (2)2x4 SI <br />UP COLUMN, DI <br />(8)SDS 1/4"x1 <br />BASE OF COLUMI <br />ATR w/ SET-XP EPI <br />CMU BELOW 6 <br />PER DETAIL L <br />Bl1 <br />TO (2)2x4 SP BUILT <br />.UMN, DTT2Z w/ <br />1/4"x1-1/2" TO <br />)F COLUMN & 1/2' <br />SET-XP EPDXY TO <br />ELOW , 6' EMBED, <br />-TAIL L26/S4.3 <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING ' <br />29349 <br />C1 IBRAHEM ELAYEB, PE <br />ROOF FRAMING PLAN ELEVATIOU 11r-SCALE: M NJAMIN NIESE, PE <br />,. tom P.E.# 86025 <br />1. REFER 70 DWG 50.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS 05I06/2024 <br />DATE <br />1W NM <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 H10A. 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/Bd NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACKTRUSSES <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 />SDWC156GO AT EA PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACKTRUSSES <br />4, FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTS/MTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DL WMER <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 />No. 602 <br />So 2STAnF.-* <br />.. LORIDP' <br />CLOY <br />Eq: <br />obr4D <br />'8 <br />o��so <br />€4O•°5r <br />=tirs�So=o�E�aa <br />�vo °tea°xg;B�x» <br />o°��E' '9•°fi:5e <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 />M <br />M <br />E•'1 <br />0 <br />z Q <br />o <br />, <br />a <br />J O <br />Z <br />w w <br />2 <br />U <br />� <br />M <br />O <br />r- 7 <br />L J <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF & FLOOR <br />SHEET # <br />S3.11 <br />