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LOCATION OF <br />PLUMBING DROPS - -- <br />- -.__-_ <br />(TYPICAL) <br />_--__ I. <br />HTS76 TO (2)2x4 SP BUILT - <br />UPCOLUMN. DTT2Z Wl <br />(8)SDS 1/4'x1-1/2"TO <br />BASE OF COLUMN & 112' <br />ATR w/ SET-XP EPDXY TO <br />CMU BELOW. 6' EMBED <br />- - — <br />-- -- -- --� <br />PER DETAIL L26/S4.3 <br />- -- - -= HTS16 TO (2)2x4 SP BUILT <br />UP COLUMN, DTT2Z W/ <br />(8)SDS 1/4'x1-1 /2' TO <br />BASE OF COLUMN &1/2' <br />ATR w/ SET-XP EPDXY TO <br />U BELOW SEMBED <br />CM PER DETAIL L26/S43 <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IIKn <br />SCALE: V-1' D' <br />NOTE$: <br />1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />2, REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />00 <br />I <br />1 <br />BU <br />� <br />I! <br />ROOF FRAMING PLAN ELEVATION IIKn <br />SCALE: IA -10• <br />NOTES: <br />1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTS16 TO (2)2x4 SP BUILT <br />UP COLUMN, DTT2Z w/ <br />(8) SDS 1/4`x1-112" TO <br />BASE OF COLUMN & 1/2" <br />ATR w/ SET-XP EPDXY TO <br />CMU BELOW, 6' EMBED, <br />PER DETAIL L26/S4.3 <br />IM <br />1MIOIW <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. (21 <br />H2.SA TO BE USED TO MULTI -PLY TRUSS, <br />(1) EACH SIDE w/Bd NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/8d 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 />SDWC15600 AT EA. PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DEL TWIST STRAP TRUSS <br />CONNECTIONS(LTS/MTS/FLTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DEMER <br />FOR PLANS FIELDSTONE AEIS 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 />COO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />�• <br />C.O.E.# ENGINEERING: <br />No. 86 —_ <br />29349 <br />- <br />13 IBRAHEM ELAYEB, PE <br />:.a <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />% O STA OIF 4. - <br />i�� LORIDP' • ' <br />0524 <br />0,2`� <br />DATE <br />°— T�£bm `E§e <br />Fi�kc ��a SB �ap�c <br />a <br />3 <br />o x.i?° i o £Fac iLS� <br />o e �esfivb% <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.Neldstoneae.com <br />M <br />O <br />Y <br />o A <br />o <br />z <br />> <br />J <br />w <br />O <br />04 <br />= <br />- x <br />U <br />� <br />� a <br />N <br />W <br />O <br />0 <br />M <br />F_ <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3. <br />1 K <br />J <br />