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I "Am <br />1"w <br />(2)HTS16 TO (212X4 BUILT UP <br />COLUMN. DTT2Z @ BASE OF <br />COLUMN wl (8) 1/4"xl-1/2SDS <br />8,112'ATR ACROSS FLOOR & <br />SET-3G EPDXIED TO TOP OF <br />CMU WALL, MIN. 12'EMBED. <br />SEE RSDIS4.1 <br />(2)MTS16 TO (2)2�4 BUILT UP — <br />COLUMN. DTT22 0 BASE OF <br />LOCATION OF <br />COLUMN W (8) 1/4-M-1/2' SIDS <br />PLUMBING DROPS <br />8L I /2"ATR ACROSS FLOOR & <br />(TYPICAL) <br />(2) MTS16 TO (4)ZA BUILT UP <br />S ET-3G EPDXIED TO TOP OF <br />COLUMN, DTT2Z w/ (8) 1/,rx1 <br />CMU WALL, MIN. 12. EMBED. <br />11 <br />1/2'SDS SCREWS TO BASE <br />SEE R60IS4.1 <br />OF COLUMN & 1/2'ATR TO <br />(2)HETA16 <br />FOUNDATION. DRILL & <br />wf(12)16d <br />JOR GIRDER PER MANUF <br />EPDXY wl MIN. 8' EMBED. <br />Ll <br />OR GIRDER PER MANUF. <br />2�4 BUILT UP COLUMN <br />Z_ <br />Ll <br />IOF <br />W <br />��7 <br />2) MTS16 TO (4)2x4 BUILT UP -J <br />COLUMN, DTT2Z w/ (8) 1/4.1 <br />1/2'SDSSCREWSTO BASE <br />OF COLUMN & 1/2"ATR T. <br />FONDATION W SET-3G <br />EPDXY, MIN 9' EMBED. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" <br />NOTES: <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />"Am <br />'604' <br />ROOF FRAMING PLAN ELEV. "III <br />SCALE: 1/4'= 1'4r <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 />— (2)HTS16 TO (2)2�4 BUILT UP <br />COLUMN- DTT2Z @ BASE OF <br />COLUMN / (8) 114'xl-1 12' SIDS <br />& I /2'ATR ACROSS FLOOR & <br />SET-3G EPDXIED TO Top OF <br />CMU WALL, MIN. IT EMBED. <br />SEE R60/S4.1 <br />1111" <br />ow" <br />— (2)MTS16 TO (2)2jK4 BUILT UP <br />COLUMN. DTT2Z Lb BASE OF <br />COLUMN w/ (8) 1/4'xl-112' SDS <br />& 1/2, ATR ACROSS FLOOR & <br />SET-343 EPDXIED TO TOP OF <br />CMU WALL, MIN. 12"EMBED. <br />SEE R60/S4.1 <br />ORD Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING-, <br />29349 <br />0 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/24/2024 <br />DATE <br />TRUSS NOTES J'k 13 � t � <br />2 -_' - <br />UNLESS OTHERWISE NOTED ON PLANS: a E 2 <br />I . ALL TRUSS STRAPS TO MASONRY ARE TC <br />BE META16. 2 <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSON H10A WHEN INSTALLED ON E <br />EXTERIOR WALLS SHALL BE CONNECTEC <br />THROUGH EXTERIOR SHEATHI <br />NG. (2) <br />H2.5A TO BE USED TO MULTI -PLY TRUSS <br />(I _fi2 Z <br />I EACH SIDE .18d NAILS MIN. SIMPSO S <br />S S <br />H2. SA MAYBE USEDON JACKTR SE <br />w/ M J� <br />I <br />ON THE EXTERIOR OF THE WA St.. -.2 <br />3. ILO TYP METAL TRUSS CONN S, <br />FRAME SCREWS MAY BE US <br />CONTRACTOR OPTION PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC15600 <br />0) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC15600ATEA. PLY <br />C) (1) SDWC1 5600 SCREW FROM TOP <br />PLATES To JACKTRUSSES <br />4. FORD Fieldstone <br />CONNECTIONS (LTS[MTSIHTS) REFER TC <br />DETAIL R60 FOR INSTALLATION Michigan <br />CONFIGURATIONS. 3400 Auburn Rd <br />. ISu a 200 <br />Au bum Hills, Ml 48326 <br />IMSUMER +1 248.622.4035 <br />FOR PLANS FIELDSTONE AE IS NOT Florida <br />CONTRACTED TO PERFORM TRUSS REVIEW 12906 Tampa Oaks Blvd. <br />ON ' THE CONTRACTOR IS RESPONSIBLE TO Suite 150 <br />ASSURE THE DIRECT COMPLIANCE OF TRUE Tampa, FL 33637 <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS +1 813.466.3310 <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE LIPUFT/LATERAL LOADS WWW'. fieldstoneae.corn <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THEE E <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />N <br />No. <br />.,0 STAT <br />AL <br />0 <br />z <br />0 <br />z <br />­4 <br />Z <br />§ <br />LU <br />00 <br />tL <br />w <br />U <br />J) <br />F_ <br />L <br />I <br />DRAWN BY: I FAE <br />VERSION: 5.0] <br />Fs-HEETNAME <br />ROOF 11 FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3.1 I- <br />