Laserfiche WebLink
=4= <br />OR GIRDER PER MANUF. <br />META16 <br />8 <br />Iza <br />4 <br />s <br />a <br />C) <br />C1 <br />THA422 OR HANGER <br />THA42� OR HANGER <br />PER MANUF. <br />PER MANUF . <br />CANTILEVER <br />— (2) 2X4 BUILT UP COLUMN <br />On GIRDER PER MANUF. <br />OR GIRDER PER MANUF. <br />11 11 1] <br />@ FLOOR TRUSS: Z, VERTICAL <br />REQ. AT THIS LOCATION FOR 2nd <br />FLOOR STRAPPING. DESIGN FOR <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD OF 2.ODO LB <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IIJII <br />SCALE: 1/4'-1'4r <br />NOTES: <br />1 REFE TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES <br />L REFER TO DETAILS ON DWG 94.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2) META16 <br />-i (-N� <br />—7��7 <br />(2) MTS16 TO (2) 2X4 <br />BUILT UP COLUM. <br />DTT2Z @ BASE 01 <br />COLUMN w (8) <br />1/4_xl_l /2"SDS & 1/2" <br />ATA SET_XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN Ir EMBED <br />(2) MTS16 FROM TRUSS <br />TO (2) 2�4 BUILT UP <br />COLUMN. DTT2Z Ca <br />BASE OF COLUMN 1 (8) <br />114"xl-1/2'SDS SCREWS <br />& 12 ATR ACROSS <br />1 -) <br />FLOOR AND EPDXIED <br />TO TOP OF CIVIL WALL <br />.18'EMBEDMENT. <br />(R� <br />If <br />11 <br />iz <br />)z <br />f!:� <br />RN <br />ki <br />In <br />ski <br />ROOF FRAMING PLAN ELEV. "J" <br />SCALE: 1/,r=l'-O' <br />NOTES: <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG $4.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2) MTS1 6 TO (2) 2X4 <br />BUILT UP COLUM . <br />DTT2Z (91 BASE OF <br />COLUMN wt (8) <br />1/4*xl_l /2SDS & 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CIVIL WALL <br />BELOW. MIN. W EMBED <br />Fi tone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING!---- <br />29349 <br />13 IBRAHEM ELAYEB, Pf— <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />TRM NOMS <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />BEMETA16. <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H1 OA. 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 .18d NAJLS 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 />SDWC15MATEA * PLY <br />C) (1) SDWC156DO SCREW FROM TOP <br />PLATES To JACK TRUSSES <br />4. FOR DBIL TV41ST STRAP TRUSS <br />CONNECTIONS (LTS/MTSfHTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DISUMER <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 UPLIFULATERAL LOADS <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THESE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED, <br />THE TRUSS <br />THE ENGINEER OF RECORD IMMEDIATELY <br />E <br />2 2 <br />6 <br />15-5 x—f ..E2 <br />z <br />Z <br />c <br />Michigan <br />3400 Auburn Rd <br />Suite 2GO <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 />'t <br />W) <br />Z <br />> <br />w <br />C) <br />04 <br />2 <br />cc <br />U <br />I <br />Cn =i <br />< <br />R <br />Cn <br />0 <br />F_ _1 <br />L _j <br />DRAWN BY: I FAE <br />No. 8 VERSION: 570 <br />SHEETNAME <br />40 FLOOR/LOW <br />W ROOF FRM PLN <br />SHEET # <br />05/30/2024 <br />DATE <br />