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rw'� <br />T <br />I <br />M-19 <br />MAN <br />_7� <br />LOCATION OF <br />(2)MTS16TO(4)2K4BUIL UP <br />COLUMN, DTT2Z ./ (8) E4 1 <br />PLUMBING <br />(TYPICAL) <br />L) <br />11TSDS REWSTOBASE <br />OF COLUMN & 1/2'ATR TO <br />Lim) FOUNDATION. DRILL & <br />(.),.4,1 <br />(2)HETA16 <br />T—HA422 OR HAGER PER MANUF. EPDXY./ MIN. &'EMBED. <br />OR GIRDER PER MANLIF. <br />w/(12)16d <br />(3) 2.4 BUILT UP C -UMN_ <br />OR GIRDER PER MAHNUFi <br />.5 <br />(2) MTS16 TO (4)2.4 BUILT UP <br />COLUMN, DTT2Z w/ (81 114-xl <br />1/2' SOS SCREWS TO BASE <br />OF COLUMN & 1/2ATR TO <br />FONDATION w/ SET-3G <br />EPDXY, MIN 8"EMBED. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. III <br />SCALE: 1/4­V-9' <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)HTS16 TO (2)ZX4 BUILT UP — <br />COLUMN- DTT2Z @ BASE OF <br />COLUMN W/ (8) 1/4'xl -1/2' SDS <br />& 1/2ATR ACROSS FLOOR & <br />SET.30 EPDXIED TO TOP OF <br />CMU WALL, MIN. 12'EMBED. <br />SEE R60/S4.1 <br />"1011 <br />GI!IIII <br />(2)MTS16 TO (2)2x4 BUILT UP — <br />COLUMN. 37172Z @ BASE OF <br />COLUMN w/ (8) 1/4'xl-1/2SDS <br />& 1/2' ATR ACROSS FLOOR & <br />SET-3G EPDXIED TO TOP OF <br />CMU WALL. MIN. 12'EMBED. <br />SEE R60/S4.1 <br />W—M <br />aILWA <br />I <br />KI <br />$u <br />ROOF FRAMING PLAN ELEV. "I" <br />SCALE: 1/4'-l'.V <br />NOTES: <br />1. REFER To DWG SO. I FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERIN(5.;.--- <br />29349 cf__77� <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />TRENOM <br />UNLESS OTHERWISE NOTED ON PLANS: <br />I . ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META16. <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H10A. WHEN INSTALLED ON <br />EXTERIOR WALLS SHALL BE CONNECTED <br />THROUGH EXTERIOR SHEATHING. (2) <br />H2.5A TO BE USED TO MULTI -PLY TRUSS, <br />(1) EACH SIDE .18d NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL Wad MIN. <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCREWS MAY BE USED A I <br />CONTRACTOR OPTION PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC15600 <br />13) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC1 5600 AT EA. PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS (LTSfMTSIHTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DISCLAMER <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVIEW <br />ON,THE CONTRACTOR IS RESPONSIBLE TO <br />AS URE THE DIRECT COMPLIANCE OF TRUSS <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />CONNECTOR$ ARE SUFFICIENT TO <br />WITHSTAND THE UPLIFTILATERAL LOADS <br />IMPOSED. <br />SS CONNECTOR SHOWN IN THESE <br />CAPACITY HAS BEEN EXCEEDED, <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />(2)HTS16 TO (2)2x4 BUILT UP <br />COLUMN. DTT2Z @ BASE OF <br />COLUMN W/ (8) 1/4'xl-112' SOS <br />& 1/2'ATR ACROSS FLOOR & <br />SET-3G EPDXIED TO TOP OF <br />CMU WALL, MIN. ITEMBED. <br />SEE R60/S4.1 <br />WIM-1 <br />N%"7 <br />(2)MTSI 6 TO (2)2x4 BUILT UP <br />COLUMN. DTT2Z @ BASE OF <br />COLUMN / (8) 1/4-xi -1/2' SDS <br />8, 1, ATR ACROSS FLOOR & <br />SET_3G EPDXIED TO TOP OF <br />CMU WALL, MIN. 12" EMBED. <br />SEE Rfi0/S4A <br />C, <br />N45.-860 <br />ST OF <br />to <br />RIC <br />' '110iWAt. <br />/;/z I111111110 <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 />kf) <br />0 <br />P: <br />31-1 <br />z <br />Lu <br />C) <br />Gn <br />Ui <br />U <br />LIU <br />0< <br />er <br />;:) x <br />IT" <br />N <br />F_ <br />_j <br />RAWN BY: I FAE <br />VERSION: 5.0] <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3.1 1_ <br />