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1 NMI <br />01 <br />LIL2 <br />LN <br />su <br />MENEM— <br />((2)13/4'.IS'LVL) 7�7777 <br />OR GIRDER PER MANUF. <br />t (2) ME-TA16 <br />LL: <br />D <br />U: <br />z <br />tD <br />0 <br />0 <br />THA422 OR HANGER <br />TFIA422 OR HANGER <br />PER MANUF. <br />PER MANUF. <br />I(21 2X4 BUILT UP COLUMN (3) 2X4 BUILT-UP <br />STUD COLUMN <br />CANTILEVER <br />(2) ZK4 BUILT UP COLUMN GIRDER PER MANUR <br />.NIITIIFVFIRI— 1— (21 HETA16 <br />IOR GIRDER PER MANUF. <br />GIRDER PER MANUF. <br />GIRDER PER MANUR <br />En <br />ow" <br />(2) META16 <br />(2) HETA16 <br />iiiQ. AT THIS LOCATION FOR 2nd rra <br />OR STRAPPING. DESIGN FOR <br />A CONCENTRATED REVERSIBLE <br />FLO <br />WIND LOAD OF 2,000 LB <br />FLOORIOW ROOF FRAMING PLAN ELEV. "I" <br />SCALE: 114'=l'-V <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 />(2) MTS16 TO (2) 2.4 <br />BUILT Up COLUM. <br />DTT2Z 0 BASE OF <br />COLUMN �/ IS <br />1/4*xl_1/2' SIDS & 1/2� <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 8"EMBED <br />(21 HTS16 FROM TRUSS <br />TO (3) 2x4 BUILT UP <br />COLUMN. DTT2Z C& <br />BASE OF COLUMN w/ (8) <br />114, .1-1/2'SDS SCREWS <br />& 1/2"ATR ACROSS <br />FLOOR AND EPDXIED <br />TO TOP OF CMU WALL <br />./8"EMBEDMENT. <br />Oil <br />0 <br />4-- <br />ROOF FRAMING PLAN ELEV. " <br />SCALE: 11V=V� <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 />(2) MTS16 TO (2) 2X4 <br />BUILTUPCOLUM. <br />2 E OF <br />COLUMN W/ (8) <br />1/4"xl -1 12'SDS & 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 8' EMBED <br />rii'� <br />—7� <br />(2) MTS1 6 TO <br />HIGH -FRAMED HEADER <br />BELOW <br />1000 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />D IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />TRUSS NOT8 <br />UNLESS OTHERWISE NOTED ON PLANS: <br />t 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 /8d NAILS MIN. SIMPSON <br />H2.SA 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 SDWCISM <br />B) MULTI -PLY TRUSS REQUIRE (2) <br />SDWC 156DO AT EA. PLY <br />C) (1) SDWCI 5600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBIL TWIST STRAP TRUSS <br />CONNECTIONS (LTSIMTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DMWMER <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 />IF <br />00 <br />X0 <br />MID11", <br />//110NAt. <br />i U _F E <br />a E <br />-1 nr <br />i .95 Z I' <br />-6 2 9 j 0 -E 2 <br />E E <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, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />00 <br />C) <br />Z <br />Z <br />U <br />> <br />00 <br />C) <br />_j <br />�RAWN BYE�E] <br />VERSION: 55:-0] <br />SHEET NAME <br />FLOOR/LOW <br />ROOF FRM PLN <br />SHEET # <br />S3.11 <br />