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Is <br />IN <br />SLl 81.1 <br />111 � <br />I <br />LOCATION OF <br />PLUMBING DROPS <br />(TYPICAL) \� <br />U2 <br />L02 <br />II <br />i <br />L12 <br />S1.3 <br />— <br />saa - <br />(2) 1 3Wx16" LVL OR FL <br />GIRDER PER MANUF. I <br />I I <br />A01 <br />(2) 1 3/4"x16" LVL OR FIL 54.1 <br />GIRDER PER MANUF. <br />L18 L18 <br />Sl3 SA3 <br />3t, <br />_ FM <br />Sf.1 <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IIJII <br />SCALE: 1/4" '-U <br />NOTES: <br />i. 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 BUILT UP —' <br />/' �— HTS16 TO (2)2x4 BUILT UP <br />COLUMN, D72Z w/ <br />COLUMN, D72Z w/ <br />(8)SDS 1/4"x1-1/2"TO <br />(8)SDS 1/4"xi-1/2"TO <br />BASE OF COLUMN & 112" <br />BASE OF COLUMN & 1/2" <br />ATR w/ SET-XP EPDXY TO <br />ATR w/ SET-XP EPDXY TO <br />CMU BELOW, 6" EMBED, <br />CMU BELOW. 6" EMBED <br />PER DETAIL L26/S4.3 <br />PER DETAIL L26/54.3 <br />i <br />11(f2 <br />S1.1 <br />ROOF FRAMING PLAN ELEVATION IIJII <br />SCALE: 114°=1W <br />NOTES: <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 />IN <br />I <br />ORO 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 />05/15/2024 <br />DATE <br />TRUSS NOTES <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. (2) <br />H2.5A TO BE USED TO MULTI -PLY TRUSS, <br />(1) EACH SIDE w/8d 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 />SID C15600 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 />DIMMER <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 />dz�— no. a <br />�0 STATE OF <br />V <br />10NAL \V? <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 />1` <br />N <br />M <br />Z <br />W V <br />V <br />O Q M <br />JJ� <br />C%i <br />LllOE <br />Q O <br />LL (n LL <br />J H <br />U <br />J <br />(� <br />W (n _J <br />0_ <br /><�� <br />W <br />Q CJ = <br />0 n d <br />M N <br />_o <br />F_ <br />L_ <br />DRAWN BY: FAE <br />VERSION: 570 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3.1 J <br />