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(2)HETA16 W/ (12)16D. - <br />@ SINGLE PLV: SCAB <br />PER R14/S4.1. <br />Bn <br />8L1 <br />MGT W/ (22)0.148"X1-1 /2" & 5/6' <br />ATR DRILLED & EPDXIED TO <br />CMU WALL W/ MIN. 12" EMBED <br />CA <br />l <br />_ <br />7(2)HETA166D.AB <br />M <br />K1 <br />WEV <br />ROOF <br />IRDER PER MANUF. <br />RB <br />qt <br />� <br />I <br />R11 <br />ROOF GIRDER PER MANUF. M1 <br />I <br />FIX <br />I <br />, <br />Rn <br />' <br />r, <br />ROOF FRAMING PLAN ELEV. "I" <br />SCALE'. 1/4"-1'-a <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 />(2) METAl6 <br />ODO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/17/2024 <br />DATE <br />�xo-=oa <br />aQ€e,r?�o'8o�m <br />SE'SEo�a'a <br />Vm <br />EE„ <br />L'Fc of g$o <br />ae'a`vFe <br />c45 <br />BFB� <br />Fieldstone <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. tieldstoneae. com <br />M <br />z <br />aaM <br />� �q <br />o0 <br />o� <br />°LLIa� <br />V <br />LU <br />�r <br />Cn <br />< <br />< �x <br />w <br />W <br />� <br />— N <br />F- <br />L <br />DRAWN BY: FAE <br />VERSION: 5.0 <br />SHEETNAME <br />ROOF <br />FRAMING PLAN <br />SHEET # <br />S3-1 <br />7 <br />J <br />