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MI <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. III <br />WAM IW-IW <br />1�REFER TO DWG SL1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWO S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />IY <br />f(z)HETA1s <br />%W(12)ISd <br />(2)HTSIS TO WM4 BUI <br />COLUMN. OTT22 A BA <br />COLUMN w/ (8)114-Al-I <br />S 1/r ATR ACROSS FT.0 <br />SET40 EPDXIED TO TC <br />CMU WALL, MIN. tr 9a <br />SEE RWM.1 <br />(2)MTS1S TO (2)N4 BUI <br />COLUMN. DTT22 Q BAN <br />COLUMN •tl (6)1/47d-1 <br />& t/r ATR ACROSS FLI <br />SET40 EPDXIED TO T( <br />CMU WAIL, MIN. 1r B <br />SEE PADIS .1 <br />ROOF FRAMING PLAN ELEV.11111 <br />SCALE: 1/4•.1'd <br />1 <br />1. RIEFER TO DWG SOLI FOR GENERAL STRUCTURAL NOTES <br />2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REOUPE MI NM <br />TMMM <br />UNLESS ODPJSMSE NOTED ON PLANS: <br />t. ALL TRUSS STRAPS TO MASONRY AE TO <br />BE METALS. <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON HiSA WHBI INSTALLED ON <br />EXTERIOR WALLS ffiRAL BE CONNECTS) <br />THROUGH EXIFJgOR SHIEA7HM10. M <br />H2.SA TO BE USED TO MULTFPLYTRUSS, <br />(1) EACH SIDE w/Sd NAUR MN. SIMPSON <br />H2.8A MAY SE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/8d MIN. <br />S. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME BCRENIB MAY BE US®AT <br />CONTRACTOR OPTION PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SNAPSON ODWC158M <br />8) MULTI -PLY TRUSS REOUIR E (2) <br />SDWCISBSSAT EA PLY <br />C) (1) SOMIS888 SCREW FROM TOP <br />PLATES TO JACKTRUSSE8 <br />4. FOR DEL TWSBT STRAP TRUSS <br />CONNECTIONS (LTSWTS/HTS) REFER TO <br />DETAIL FW FOR INSTALLATION <br />CONFIGURATIONS. <br />FM P MIS FIELDSTONE AE IS NOT <br />iCTED TO PERFORM TRUSS REVIEW <br />CONTRACTOR IS RESPONSIBLE TO <br />THE DIRECT COMPLIANCE OF TRUSS <br />CTURER LAYOUT TO THESE <br />GS • VERIFY AJ. TRUSS <br />TORS ARE SUFFICIENT TO <br />AND THE UPUFTILATERAL LOADS <br />RUSS CONNECTOR SHOWN IN THESE <br />GS CAPACITY WAS BEEN EXCEEDED, <br />ISS MANUFACTURER SHALL NOTIFY <br />31NEEA OF RECORD IMMEDIATELY <br />BUILT UP <br />BASE OF <br />(1-1/r SDS <br />FLOOR S <br />f TOP OF <br />EMBED. <br />BUILT UP <br />BASE OF <br />t1.1/r SDS <br />FLOOR S <br />TOP OF <br />EMBED. <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: _ No. 8 <br />29349 = <br />O IBRAHEM ELAYEB, PE 4, <br />P.E.# 91476 �� '•, <br />■ BENJAMIN NIESE PE O R OF vi <br />P.E.# 86025 �i�tt►'•. �XOR190! ••'•?`� <br />02/06/2024 <br />DATE /111111 <br />MM hIW <br />3400 Aubum Rd <br />Suite 200 <br />Aubum HN1% MI 48326 <br />+1 24&622.4035 <br />FWda <br />12906 Tampa Oaks 9Nd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fiekbIloneae.com <br />0 <br />H <br />O <br />J <br />— <br />a <br />1 <br />z <br />Q <br />Z 2 <br />5a <br />We <br />Fn <br />U) <br />W <br />ocr <br />o <br />O <br />x <br />aLL <br />a <br />vi <br />V <br />W <br />}�} <br />(Y <br />O } <br />_o <br />_ <br />P CL <br />r <br />O <br />m <br />^LLI <br />7 <br />cN <br />H <br />r <br />L _ <br />(DRAWN Or. I FAE I <br />VERSION: 5.0 <br />ROOF NAM <br />FLOOR <br />FRAMING PLAN <br />