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F <br />IMIMIMIMIMIMIM <br />Mimi <br />I <br />OR GIRDER PER MANUF. (2) META76 <br />(2) wmn <br />LL <br />LL <br />b B <br />e w <br />j• n <br />F¢ <br />e 7 W <br />1' a <br />a¢ <br />M w <br />w <br />THA422 OR HANGER <br />T A422 OR RANGER <br />PER MANUF. <br />PER MANUR <br />CANTILEVER <br />(2) 2x4 BUILT UP COLUMN <br />• <br />1 <br />81 <br />LZ <br />I <br />I (21 1 3/4'z16" LVLLa <br />(� OR GIRDER PER MANUF. W <br />13'fi <br />META18 <br />w <br />M <br />W (2) 1 3/4'x16' LVL <br />_ OR GIRDER PER MANUF. <br />W @ FLOOR TRUSS: 2z VERTICO. AT THIS LOCATION FORAL <br />I <br />FL <br />FLOOR STRAPPING. DESIGN FOR <br />_ <br />w <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD OF 2,000 LB II <br />M1 <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. "I" <br />SCALE 1/4=1'{i' <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) <br />BUILT UP COL <br />DTT2Z @ BASE <br />COLUMN. <br />,,4"x1-1/2" SDS & <br />ATR SET-XP EPO) <br />TO TOP OF CMU " <br />BELOW. MIN. 8" EM <br />(2) HTS16 FROM TR <br />TO (3) 2z4 BOIL' <br />COLUMN. OTT: <br />BASE OF COLUMN <br />114,x1.1/2" SDS SCRI <br />& 1/2" ATR ACR <br />FLOOR AND EPO: <br />TO TOP OF CMU V <br />W/ 8" EMBEDM <br />K <br />If <br />ROOF FRAMING PLAN ELEV. "I" <br />SCALE: 1/1=1'-0" <br />NOTES: <br />1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS <br />(2) MTS16 TO (2) 2x4 <br />BUILT UP COLUM. <br />DTT2Z @ BASE OF <br />COLUMN W/ (8) <br />1/4"x1-1/2' SDS & 1/2' <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 8" EMBED <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />I M IN I W <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO <br />13E 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 W/8d NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w/ad 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 />SDWC15600 AT EA. PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4, FOR DBL TWIST STRAP TRUSS <br />CONNECTIONS(LTS/MTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />DMAILS <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 />No. 8602 = <br />7k <br />Q STATE <br />O O. <br />_14NAL 00 � <br />-E <br />m s�E9 uS E�e: <br />eIIP al%c'F <br />8 <br />i $ - L 6 <br />' S s j °c d E 6 s 6 E 4 r <br />�ot 36a <br />SEa6uib��§$€� <br />S�;Sa;o.fi�6'✓ <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum 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 />N <br />O <br />� <br />Z <br />a <br />o <br />> <br />� <br />0w <br />W <br />4. <br />cr <br />H <br />U <br />Ln <br />I <br />cD <br />Q <br />F <br />o <br />x <br />F <br />� <br />N <br />N <br />L� <br />l� <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />FLOOR/LOW <br />ROOF FRM PLN <br />SHEET # <br />S3.1 <br />7 <br />■ <br />