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M�1111111 <br />META16 <br />fl , I PER MANUR <br />TH. 01 HAN <br />P <br />ER MANU <br />OR GIRDER PER MANUF. <br />114 <br />T <br />OR GIRDER PER MANUR <br />N1 tj <br />(2) 1 3/4.1CM) <br />OR GIRDER PER MANUF. <br />I <br />___A) <br />Sim, <br />I <br />OR GIRDER PER MANUF. <br />I N I 1 1 <br />OR GIRDER PER MANUF. <br />@ FLOOR TRUSS:. VER'T'ICAL — <br />REQ. AT THIS LOCATION FOR 2nd <br />FLOOR STRAPPING. DESIGN FOR <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD OF 2,000 US <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "J" <br />SCALE. lle=i'� <br />NOTIES: <br />1 . REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4 1 FOR ROOF SHEATHING REQUIREMENTS <br />HTS1 6 TO (2) 2x4 BUILT <br />UP COLUM. DTT2Z C& <br />BASE OF COLUMN / (81 <br />1/4'.1-1/2"SDS & 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WA <br />BELOW, MIN. 6'EMBED <br />4- <br />I <br />R2 <br />ROOF FRAMING PLAN ELEV. "J" <br />SCALE: 1/4-1 Z <br />NOTES: <br />1. REFER To DWG SO. I FOR GENERAL STRUCTURAL NOTES <br />2 REFER TO DETAILS ON DWG S41 FOR ROOF SHEATHING REQUIREMENTS <br />HTS16 TO (2) 2x4 BUILT <br />Up COLUM. DTT2Z @ <br />BASE OF COLUMN .1 (8) <br />1/4"xl-1121 SOS & 1/2, <br />ATR SET_xP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. WEMBED <br />ORD Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING- <br />29349 <br />13 IBRAHEM ELAYEB,V:E-5 <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />TRLW NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />I 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 /Sd NAILS MIN. SIMPSON <br />H2 SA MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL ./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 />S—C 15600 AT EA.PLY <br />C) (1) SDWC1 5600 SCREW FROM Top <br />PLATE$ TO JACK TRUSSES <br />4, FOR DBIL TW' ST STRAP TRUSS <br />CONNECTIONS (LTS/MTS/HTS) 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 />ASiURE THE DIRECT COMPLIANCE OF TRUSS <br />MAN UFACTURIER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE UPUFT/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 />2 2 <br />E E <br />& <br />R I <br />2 <br />z f <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />1 2906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />C) <br />0 <br />�-j <br />U <br />0 <br />d: <br />N <br />F_ —I <br />L <br />DRAWN BY: � FAE <br />025 <br />VERSION: 5.0] <br />SHEET NAME <br />FLOOR/LOW <br />IF <br />ROOF FRM PLN <br />HEE <br />S T # <br />A <br />S3.1 J <br />