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(2) META16 - <br />N <br />MI <br />t, <br />_ <br />1 <br />1 <br />r- <br />I <br />I <br />I <br />I <br />- <br />-- <br />I <br />I <br />I <br />I <br />ROOF GIRDER PER MANUF. <br />(2)HETA76 W/(12)16D. I I <br />@ SINGLE PLY: SCAB <br />PER R14/S4.1. OPT. TRAY CEILING <br />I <br />K, <br />ROOF GIRDER PER MANUF. <br />M <br />K1 <br />041 <br />1 <br />ROOF FRAMING PLAN ELEV. IIKII <br />SCALE: 1/4•-1'-0' <br />NOTES: <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2)HETA16 W/ (12)16D. <br />@ SINGLE PLY: SCAB <br />PER R14/S4.1. <br />— MGT W/ (22)0.146•X1-1/7 & 5/8• ATR <br />DRILLED & EPDXIED TO CMU WALL W/ <br />MIN. 12• EMBED <br />O0O Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />TMNMS <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/8d NAILS MIN. SIMPSDN <br />H2.5A 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 EA. 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 />UE T AIL H6U FOR INSTALI.A T vN. <br />CONFIGURATIONS. <br />DISaAIMER <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 />/. <br />ol <br />FF i <br />_ l No. 86 _ <br />ATE OF L(/ <br />At. �?C <br />ll1111` <br />v "gad°r5 �4?Eai <br />9aoys�o8a agso� <br />i Z'A-s i'i�2e' <br />§aSfrfr5s�i;BeY-�� <br />©S�bah2 o'yyB 6o <br />g�5 <br />Michigan <br />Auburn3400 4 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 />C) <br />M <br />qY <br />0 <br />Q <br />Q <br />J <br />O 5 <br />~ <br />W <br />+!1 <br />p Tn <br />U <br />0 <br />x <br />r�CIE <br />W <br />" <br />N <br />F" <br />m <br />m <br />R <br />r <br />L <br />J <br />DRAWN BY: I FAE <br />VERSION: 5.0] <br />SHEET NAME <br />ROOF <br />FRAMING PLAN <br />SHEE <br />S73-1 K <br />