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LOCATION OF <br />(2) MTS16 TO (4)2x4 BUILT UP <br />F .......... DROPS <br />COLUMN, DTT2Z / (8) 1 /4.1 <br />(rYPICAL) <br />112'SDS SCREWS TO BASE <br />TO <br />FOUNDATION. DRILL & <br />.— - I. <br />(2)HETA16 <br />W (12)16d <br />TK4422 OR HADER PER MANUF. <br />OR GIRDER PER MANDE <br />LIT <br />(3) 2�4 BUILT UP C(LLUMN_ <br />OR GIRDER PER MANOR <br />z <br />L" <br />(52 <br />(2) MTS16 TO (4) BUILT UP <br />COLUMN. D7T2Z wl (8) 114-xI <br />112" SDS SCREWS T��!t�E <br />FONDA'nON .1 SET-3r. <br />EPDXY. MIN WEMBED. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. Hill <br />SCALE: IW=1'-V <br />NOTES: <br />1. REFER To DWG SOT FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2)HTS16 TO (2)a4 But <br />COLUMN. DTT2Z 9 BA <br />COwMNW(8)114-XI-1 <br />8, 11Z ATR ACROSS FU <br />SET.3G EPDXIED TO T( <br />CMU WALL, MIN. 12'Eh <br />SEE R60/S4.1 <br />ROOF FRAMING PLAN ELEV."S <br />SCALE: 1W-1 -0 <br />NOTES: <br />I REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />k REFER TO DETAILS ON DWG S41 FOR ROOF SHEATHING REQUIREMENTS <br />400WAO Fiel&tone <br />C.O.A.# ARCHITECUREL— <br />AA26002802 <:__� <br />C.O.E.# ENGINEER�I <br />29349 <br />13 IBRAHEM ELAYEB,'PS-- <br />P. E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META1 6. <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 /8d NAILS MIN. SIMPSON <br />H2.SA MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL wJ8d MIN <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCREW$ 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 />SDWC1 56W AT EA. PLY <br />C� (1) SDWC1 SM SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS (LTSIMTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DISUMER <br />�IEUDSTONE AE IS NOT <br />) TO PERFORM TRUSS REVIEW <br />TRACTOR IS RESPONSIBLE TO <br />DIRECT COMPLIANCE OF TRUSS <br />IER LAYOUT To THESE <br />VERIFY ALL TRUSS <br />S ARE SUFFICIENT TO <br />rHE UPLIFT/LATERAL LOADS <br />� CONNECTOR SHOWN IN THESE <br />APACITY HAS BEEN EXCEEDED, <br />IANUFACTURER SHALL NOTIFY <br />_R OF RECORD IMMEDIATELY <br />(2)b14 BUILT UP <br />rT2z C& BASE OF <br />(8) 1/21-1/2' SDS <br />CROSS FLOOR & <br />XIED TO TOP OF <br />MIN. 12" EMBED. <br />1 <br />) (2)2X4 BUILT UP <br />rr2Z @D BASE OF <br />(8) 1/4'XI-1/7 SDS <br />CROSS FLOOR & <br />IXIED TO TOP OF <br />MIN. 12"EMBED. <br />I <br />0 STATE OF <br />LORID <br />ONAL <br />oo <br />�z S E <br />6 22-450 1,5� <br />.6 2 b 8 <br />E <br />'A' <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 />71- <br />C) <br />Z <br />0 <br />< <br />LU <br />w <br />_, <br />LU <br />C) <br />I.- <br />x <br />< rd <br />1:4 <br />CD <br />cc <br />Cn - <br />>. <br />U <br />w <br />0 <br />F_ <br />cn <br />< <br />r- <br />L <br />FDRAWN BY1. <br />VERSION: 5.0] <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />_S3._1_ ]J <br />