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600 <br />LOCATION OF <br />PLUMBING DROPS <br />(TYPICAL) <br />e1i <br />8tl <br />■ <br />W <br />FLOOR/LOW ROOF FRAMING PLAN ELEV.11111 <br />SCALE IW-1'4r <br />1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWO S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />ROOF FRAMING PLAN ELEVATION 11111 <br />SCALE: IW=I'4Y <br />111REFER TO DWO S0.1 FOR GENERAL STRUCTURAL NOTES <br />2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />6l1 <br />HTS18 TO (2)2x4 BUILT UP <br />L HTSIS TO (2)2x4 BUILT UP <br />COLUMN, DTT2Z W/ <br />COLUMN, DTT2Z w/ <br />(8)SOS 1/47A•1/2' TO <br />(8)SDS 1/4'x1-1/Y TO <br />BASE OF COLUMN 81/2' <br />BASE OF COLUMN 81/2' <br />Am W SET-11P EPDXY TO <br />ATR W/ SET-XP EPDXY TO <br />CMU BELOW, C EMBED. <br />CMU BELOW. 8' EMBED <br />PER DETAIL L28/S4.3 <br />PER DETAIL L2WS44 <br />^- Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: G <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/12/2024 <br />DATE <br />UNLESS OTHERWISE NOTED�IJ PLANS, <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />SE METALS. <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 />HZSA TO BE USED TO MULTI -PLY TRUSS. <br />(1) EACH WE w/Sd NAN.S MIN. SIMPSON <br />H2.5A MAY BE USED ON JAG( TRUSSES <br />ON THE EXTERIOR OF THE WALL wA1d 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 (21 <br />SIMPSON SDWC15OW <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SOWC1SM AT EA PLY <br />C) (1) SDWC15BOO SCREW FROM TOP <br />PLATES TO JACKTRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTSMIT3/HTS) REFER TO <br />DETAIL ROD FOR INSTALLATION <br />CONFIGURATIONS. <br />DMLMB <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 UPUFTAATERAL 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 />No. 8 <br />Q STATE OF • ��� <br />ct `. <br />,111111 <br />IlAwftm <br />3400 Aubum Rd <br />Suite 200 <br />Autwm Hills, MI 48326 <br />+1 248.622.4035 <br />Flodda <br />129M Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 613.466.3310 <br />www.holdstoneae.com <br />0 <br />O <br />J <br />,t <br />M <br />W M <br />Z <br />C13 <br />o <br />g a <br />z <br />Wo <br />00 <br />W <br />rL <br />o0 <br />aLL <br />MO <br />LL <br />J <br />U <br />w <br />; <br />to <br />cl) <br />o} <br />— <br />M= <br />a <br />M N <br />O <br />r <br />L _ <br />DRAWN BY: I FAE <br />VERSION: 55 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />