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__"1 <br />FM <br />w <br />LOCATION OF <br />PLUMBING DR <br />(TYPICAL) <br />GIRDER PER MANUF. <br />(52 <br />GIRDER PER MANUF. <br />( �FOI <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "J" <br />SCALE: 114'=l'-X <br />NOTES. <br />1. REFER TO ONG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTS16 TO (2)2x4 BUILT UP <br />COLUMN, DTT2Z / <br />(8)SDS 1/4N1-1/2"TO <br />BASE OF COLUMN & 1/2" <br />ATR / SET-XP EPDXY TO <br />CIVIL BELOW, 6'EMBED, <br />PER DETAIL L26/S4.3 <br />rNf� <br />��l <br />1z' <br />ROOF FRAMING PLAN ELEVATI <br />SCALE. 1/4*=1'-U <br />NOTES: <br />1 . REFER TO DWG SO. 1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON ONG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTS16 TO (2)2x4 BUILT UP <br />COLUMN, DTT2Z / <br />(8)SDS 1/4"xl-112"TO <br />BASE OF COLUMN & 1/T <br />ATR wl SET-XP EPDXY TO <br />CMU BELOW. 6" EMB D <br />PER DETAIL L26194.3 <br /><00 Fieldstone <br />V <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINQ!::�� <br />29349 <br />0 IBRAHEM ELAYEB, PEI., <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/24/2024 <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 H1 OA. WHEN INSTALLED ON <br />EXTERIOR WALLS SHALL BE C <br />THROUGH EXTERIOR SHEATHING. (2) <br />H2.5A TO BE USED TO MULTI -PLY TRUSS, <br />(1) EACH SIDE WWI NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL /Sd 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 />SDWC16600ATEA - PLY <br />C) 11) SDWCI 5600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBIL TWIST STRAP TRUSS <br />CONNECTIONS (LTS/MTS/HTS) REFER TO <br />DETAIL IRSO FO <br />&11 INSTALLATION <br />CONIF & <br />DISUMER <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 UPUFT/LATERAL LOADS <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THESE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED, <br />THE TRUSS MANUFACTURER SHALL N07IFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />V/1 <br />.4 <br />.1 <br />No. 86 <br />0 E OF z <br />& <br />E <br />5 2 <br />E <br />u 5 mt- <br />o <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 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 />0 <br />I <br />Z <br />Z <br />LU <br />w <br />0 <br />tz <br />FT <br />04 <br />LLI <br />V) <br />_1 <br />U <br />< <br />fr <br />Oq <br />'71 <br />0 <br />r- <br />L <br />--I <br />DRAWN BY: FAE� <br />FVERSION: u0i <br />ROOF & F , LOOR <br />FRAMING <br />SHEET # <br />S3.1 J <br />