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THA.. <br />LOCATION OF <br />(2) MTS16 TO (4)2x4 BUILT UP PLUMBING DROPS (@ <br />COLUMN, DTT2Z w/ (8) 1/4'x1 (TYPICAL) M3 <br />1/2" SDS SCREWS TO BASE <br />:OF COLUMN & 1/2' ATR TO <br />FONDATION w/ SET-3G <br />EPDXY, MIN 8' EMBED. <br />I ER PE <br />MANU <br />1 <br />OR <br />ue <br />2) i 314 <br />x16" LVL <br />b <br />(3) 2x4 BUILT UP COLUMN_ <br />L15 OR GIRDER <br />ER MANUF <br />m <br />I <br />l <br />¢ <br />- <br />(2) MTS16 <br />COLUMN, <br />1/2' SDS <br />�OF COLUMN <br />TO (4)2x4 <br />DTT2Z <br />SCREWS <br />& <br />BUILT <br />w/ (8) 1/4"xt <br />TO BASE <br />1/2' ATR <br />UP <br />TO <br />14 15 <br />L11 <br />&U <br />_ J .. v� <br />n .,� <br />`rth. <br />813EPDXY, <br />:. <br />FONDATION <br />rt", <br />w/ <br />MIN 8' EMBED. <br />,il.t, <br />SET-3G <br />1 <br />?,r,': <br />_ <br />top." ... <br />MI <br />., <br />1 <br />r <br />1lt <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. Hill <br />SCALE: 1/4'=1'-0' <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 />(2)HETA16 <br />w/(12)16d <br />(2)HTS16 TO (2)2x4 BUII <br />COLUMN. OTT2Z @ BA! <br />COLUMN w/ (8) 1/4'x1-1 <br />& 1/2' ATR ACROSS FL( <br />SET3G EPDXIED TO T( <br />CMU WALL, MIN. 12" Eh <br />SEE R60/S4.1 <br />ROOF FRAMING PLAN ELEV. "J" <br />SCALE: 1/4'=V T <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 />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />❑ IBRAHEM ELAYEB, PE6 <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/ 15/2024 <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 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 w/8d NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/Bd 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 SDWC756W <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC15600 AT EA. PLY <br />C) (1) SDWCI5600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTS/MiSMTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DISCWMER <br />Fnw P1 AN$ FIELDSTONE AE IS NOT <br />ACTED TO PERFORM TRUSS REVIEW <br />CONTRACTOR IS RESPONSIBLE TO <br />THE DIRECT COMPLIANCE OF TRUSS <br />ACTURER LAYOUT TO THESE <br />IGS & VERIFY ALL TRUSS <br />CTORS ARE SUFFICIENT TO <br />'AND THE UPLIFTIATERAL LOADS <br />D. <br />TRUSS CONNECTOR SHOWN IN THESE <br />IGS CAPACITY HAS BEEN EXCEEDED. <br />USS MANUFACTURER SHALL NOTIFY <br />GINEER OF RECORD IMMEDIATELY <br />16 TO (2)2x4 BUILT UP <br />AN. DTT2Z @ BASE OF <br />AN w/ (8) 1/4"x1-1/2" SDS <br />ATR ACROSS FLOOR & <br />3 EPDXIED TO TOP OF <br />VALL, MIN, 12" EMBED. <br />SO/S4.1 <br />;16 TO (2)2x4 BUILT UP <br />MN. DTT2Z @ BASE OF <br />VIN w/ (8) 1/4"-1/2' SDS <br />ATR ACROSS FLOOR & <br />G EPDXIED TO TOP OF <br />NALL, MIN. ITEMBED. <br />60/S4.1 <br />`\ III III ///,, <br />40 \ V <br />o. 86 <br />w - <br />4 8: <br />�O STATE OF <br />,���Sis�ONAL <br />x <br />�!-'E� <br />Fo�oREa-oE�m�o_ <br />2j5 <br />o c '"EoiN 5 <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 />O <br />Z <br />QaM <br />J <br />wWa <br />J J <br />LU in <br />C <br />coO <br />LU04 �J <br />U <br />v� <br />= <br />0oCc <br />tit <br />ate= <br />C) <br />_o <br />rn <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3.1 J <br />J <br />