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w -- <br />w -" <br />(2)13/4"x1W LVL r �® <br />_ OR GIRDER PER MANUF. _- <br />w <br />w <br />HTS16 TO (2) 2x4 BUILT <br />UP COLUM. DTT2Z @ <br />BASE OF COLUMN w/ (8 <br />1/4"0-1/2" SOS <br />& 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 6" EMBED <br />116 SIM. <br />w I <br />K7 <br />� <br />Nt <br />META16 I OR GIRDER PER MANUF. <br />113'-5" <br />(2) 1 3/bkt6" LVL <br />OR GIRDER PER MANUF. <br />!l1 <br />- - <br />I k1 K1 <br />@ FLOOR TRUSS: 2x VERTICAL <br />M1 - REQ. AT THIS LOCATION FOR 2nd <br />FLOOR STRAPPING. DESIGN FOR <br />K7 <br />M� <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD OF 2,N000 LB II <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. II JII <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 />ROOF FRAMING PLAN ELEV. II JII <br />SCALE. 1/4• 1'-0' <br />P. - <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />HTS 16 TO (2) 2x4 BUILT <br />UP COLUM. DTT2Z @ <br />BASE OF COLUMN W/ (8) <br />1/4"xi-1/2" SDS & 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL BELOW, MIN. 6" EMBED <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: - <br />29349 r� <br />IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />NS <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BE META16. <br />2. ALLTRUSS 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 w/ed NAILS MIN. SIMPSON <br />H2.SA 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 $DWC15600 <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC15600 AT EA. PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS (LTS/MTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />MUM <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVIEW <br />ON, THE CONTRACTOR IS RESPONSIBLE TO <br />ASSURE THE DIRECT COMPLIANCE OF TRUSS <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE UPUFTMTERAL LOADS <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THESE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED, <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />s"•-fr S6°y�R�x <br />e8$ �•• frog <br />Nfr$fra s�°8F Y'b5 <br />g �gfrS fi3fr5fa�"�� <br />© onfrc C�Egy a$$ <br />tL�=-e:fii{ebe <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 />00 <br />M <br />C <br />Q <br />A <br />,11 <br />w <br />z <br />W <br />W <br />o <br />U <br />Q <br />� <br />CC <br />W <br />o <br />E'+ <br />F_ 7 <br />IIIIII///// <br />��pMl-l1ii,�� L J <br />DRAWN BY: I FAE <br />s N 02 VERSION: SA <br />• — SHEET NAME <br />•0 �\ FLOOR/LOW <br />ROOF FRM PLN <br />� Q� •� STATE OF .•• Q/` <br />SHEET # <br />G S3.1 J <br />111 <br />