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W� <br />w <br />LOCATION OF <br />(2) MTS76 TO (4)2x4 BUILT UP <br />PLUMBING DROPS <br />-- <br />_ <br />COLUMN, OTT2Z w/ (8) 1/4k1 <br />(TYPICAL) <br />w <br />1/2' SDS SCREWS TO BASE <br />OF COLUMN & 1/2" ATR TO <br />FONDATION w/ SET3G <br />rt,��,!�� <br />2 HETAt6 <br />() <br />_ <br />w <br />EPDXY, MIN 8' EMBED. <br />G'.'J <br />"'/ (12)16d <br />THA422 OR HAGER PER MANUF. <br />(31 1 3/4'xlfi' LVL <br />OR <br />GI DER PER MANU <br />ja <br />(2) 1 3/4^xE6" <br />2x4 BUILT UP COLUMN <br />a 1a� <br />w <br />A <br />LY OR GIRDER PER MNUF <br />,o <br />c . <br />(3) - _ <br />nr <br />0 <br />(2) MTS16 TO (4)2x4 BUILT UP <br />COLUMN, DTT2Z w/ (8) 1/4'xl <br />1/2' SDS SCREWS TO BASE <br />OF COLUMN & 1/2' ATR TO <br />FONDATION w/ SET3G <br />EPDXY. MIN 8" EMBED. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IIKII <br />SCALE: 1/4"-V-0' <br />N07Ea: <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTT5 w/ (26)0.162 x 2-1/2' NAILS & 5/8' ATR <br />THRU TOP PLATE TO HTT5KT @ TOP OF <br />(4)2x4 BUILT UP COLUMN w/ (26)#10 x 2-1/2" <br />SD @ BASE OF COLUMN HTT5KT w/ (26)#10 <br />x 2-1/2' SD & 5/8' ATR ACROSS FLOOR TO <br />CMU WALL BELOW w/ SET3G EPDXY & MIN. <br />12' EMBED <br />(2)MTS16 TO (2)2x4 BUILT UP COLUMN. — <br />DTT22 @ BASE OF COLUMN w/ (8) 1/4"xl-1/2' <br />SDS & 1 /2, ATR ACROSS FLOOR & SET3G <br />EPDXIED TO TOP OF CMU WALL, MIN. 6" <br />EMBED. SEE R60/S4.1 <br />041 <br />, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />xt <br />1 <br />1 <br />� x <br />x1 I <br />1 - <br />1 <br />� <br />x1 <br />I! <br />x1 <br />a <br />020 Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING <br />29349 <br />O IBRAHEM ELAYEB, PE <br />ROOF FRAMING P64-MEM�'�6 ,11„ <br />SCALE: 1/4'-1'4 E, PE <br />11RREEBFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES'# 86025 <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOFCKf "j j/ bYQUIREMENTS <br />DATE Z44 <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE METAL6, <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 />(11 EACH SIDE w/8d NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/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 SDWC156DO <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SOWC1560D 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 />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <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 />OPT. TRAY CEILING <br />r HTT4 w/ (18) 0.162'x2-1/2' NAILS & 5/8' ATR <br />TO HTT4 w/ (18) 0.162"x2-1/2" NAILS @ TOP <br />OF 3-1/2"x5-1/4' PSL COLUMN (CONT. <br />THROUGH TOP/BOTTOM PLATES. HTT4 @ <br />BASE OF COLUMN w/ (18) 0.162x2-1/2' NAILS <br />& 5/8' ATR ACROSS FLOOR & SET-3G <br />EPDXIED TO CMU WALL BELOW w/ 12" <br />EMBED. <br />- (2)MTS16 TO (2)20 BUILT UP COLUMN. <br />DTT2Z @ BASE OF COLUMN w/ (8) 1/4"xt-1/2" <br />SOS & 1/2' ATR ACROSS FLOOR & SET-3G <br />EPDXIED TO TOP OF CMU WALL, MIN. 6" <br />EMBED. SEE R60/S4.1 <br />xl <br />:� - No. 8601!5"/�,/ --,v, <br />ST IF <br />llllll <br />E8:° 85r 8�"fr3_ <br />IcV°u <br />��rs�pba6€fr��-r <br />110t- <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 />01) <br />N <br />Y <br />0 <br />7 <br />IFS--11 <br />LU <br />W <br />Q <br />F <br />U <br />cr <br />LU <br />iQ <br />C'0) <br />cr <br />E� <br />N <br />O <br />04 <br />l� <br />F_ <br />L <br />I I DRAWN BY: I FAE I I <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S301 K <br />