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W <br />(2)HETAIS - <br />W (12)1Sd <br />w <br />� <br />w <br />I 1 <br />w <br />LOCATION <br />OF <br />i <br />PLUMBING OR PS <br />(TYPICAL) <br />GIRDER PER <br />MAN1F. <br />HTT5 w/ (28)0.162 x 2-1/z NAILS & 5/8' ATR - <br />THRU TOP PLATE TO HTTSKT ® TOP OF <br />(4)2x4 BUILT UP COLUMN W/ (26)*10 x 2-1/7 <br />80 ® BASE OF COLUMN HTrSKT w/ (28)t10 <br />x 2-1/r SO & SM ATR ACROSS FLOOR TO <br />CMU WALL BELOW W/ SET36 EPDXY & MIN. <br />12•EMBED <br />(2)MTS78 TO (2)2x4 BUILT UP COLUMN. — <br />LOCATION OF <br />DTT2Z 0 BASE OF COLUMN W/ 18)1/4'xl-1/r <br />= PLUMBING DROPS <br />SD9 & 1A' ATR ACROSS FLOOR & SET3G <br />(2) MTg16 TO (4)2e4 BUILT UP <br />EPDXIED TO TOP OF CMU WALL, MIN. S• <br />COLUMN, OTT2Z W/ (8) 1/47d <br />EMBED. SEE R80I84.1 <br />NYC SOS SCREWS TO BASE <br />e <br />OF COLUMN & Ilr ATR To <br />FONDAnONw1SET36 <br />(a <br />EPDXY MIN 8' EMBED. <br />_ <br />t. '- <br />THA422 OR HAGER PER MMN . <br />IF <br />l3) 1 3/4x18'LVL <br />IL <br />GI PER <br />JI IIQ�Iq <br />= <br />M1 <br />W <br />A294 BUILT UP COW <br />J <br />13/4'xI B'LK <br />W <br />I <br />_ <br />+ <br />R GIRDER PER MAN. - <br />UF <br />I <br />(2)MT818TO(4)2x4BUILTUP <br />o� <br />■ �y - ■ <br />COLUMN, OTT2Z W/ M 1/410 <br />N <br />y <br />w w <br />1/r BDB SCREWS TO BABE <br />S <br />!: <br />OF COLUMN &FONDATIO1AT ATR TO' <br />O <br />EPDXY, IIN E EMBED. <br />w <br />. <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. HKBR <br />SCALE: 1/e-1-4r <br />NWM <br />1. REFER TO DWO $0.1 FOR GENERAL STRUCIUML NOTES <br />2. REFER TO DETAILS ON OM 84.1 FOR ROOF SHEATHING REQUIREMENTS <br />lAIISS ws <br />g J A R% yb y <br />° 5 i 5 E <br />UNLESS <br />OTHERWISE NOTED ON PLANS' <br />1. ALL TRUSS STRAPS TO MASONRY ARE <br />BE MEfA1S. <br />�.a bS.Y�2.9 j <br />3 <br />2. All TRUSS STRAPS TO WOOD TO BESIM <br />s <br />EXTERIOR WAALLLS WHEN <br />L BE ALLEDCONK ON <br />THROUGH EXTERIOR SHEATHING. (2) <br />5 1 r i <br />a� s a l <br />H2.5A TO BE USED TO MULTI -PLY TRUSS. <br />a <br />fi <br />1 gg 1 5a; <br />(1) EACH SIDE wA1d NAILS MIN. SIMPSON <br />s 3 e <br />3 . b b 51 <br />H2.5A MAY SE USED ON JACRTRUSSES <br />ON THE EXTERIOR OF THE WALL MI <br />§ 8 $ E : ^ s 5 -E <br />I <br />w/Sd . <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />8 F E l i 2.16 yp <br />FRAME SCREWS MAY BE AT <br />.111K. <br />USED <br />CONTRACTOR OPTION PER THE <br />g ;9 <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSON SDWC75800 <br />8)MULTI-PLY TRUSS REQUIRE (2) <br />SOWC758DO AT EA PLY <br />C) (1) SDWC15600 SCREW FROM TOP <br />PLATES TOJACKTRUSSES <br />_ <br />4. FOR OBL TWIST STRAP TRUSS <br />CONNECTIONS(LT&wskn-S) REFERT <br />DETAIL R80 FOR INSTALLATION <br />Michigan <br />CONFIGURATIONS. <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48328 <br />+1 248.622.4035 <br />Florida <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVIEW <br />12906 Tampa Oaks Blvd. <br />ON, THE CONTRACTOR IS RESPONSIBLE TO <br />Suite 150 <br />ASSURE THE DIRECT COMPLIANCE OF TRUE 3 <br />Tampa FL 33637 <br />MANUFACTURER LAYOUT TO THESE <br />DRAWINGS & VERIFY ALL TRUSS <br />+1 813.468.3310 <br />CONNECTORS ARE SUFFICIENT TO <br />WITHSTAND THE UPUFT)ATELIL LOADS <br />Www.NeldStoneae.Com <br />IMPOSED. <br />IF ANY TRUSS CONNECTOR SHOWN IN THEE <br />DRAWINGS CAPACITY HAS BEEN EXCEEDED <br />THE TRUSS MANUFACTURER SHALL NOTIFY <br />THE ENGINEER OF RECORD IMMEDIATELY <br />HTT4 W (16) 0.1625a-W NAILS & 50 ATA <br />M <br />TO HTT4 w/ (18) 0.187x2-1/r NAILS ® TOP <br />O <br />OF 3-1/2'x5,1/4' P8L COLUMN (CONY. <br />THROUGH TOP/BOTTOM PLATES. HTT4 ® <br />�. N <br />BASE OF COLUMN W/ (18) 0.1S252-1/r NAILS <br />O <br />& WV ATR ACROSS FLOOR & SET30 <br />EPDXIED TO CMU WALL BELDWW/ 1r <br />J Y Z <br />EMBED. <br />(2)MTS18 TO (2)2x4 BUILT UP COLUMN. <br />1 g 5 a <br />V < W Q <br />D1T2Z E BASE OF COLUMN W/ (8)1/4NI-1/z <br />Z <br />SDS & 1/2' ATA ACROSS FLOOR & SET33 <br />J Q <br />EPDXIED TO TOP OF CMU WALL, MIN. V <br />EMBED. SEE RIM01.1 <br />W Q J <br />F <br />_ <br />■ <br />� <br />COU. <br />LL it(6 <br />0• W F J <br />1 <br />■ <br />Q� <br />Cn 0 <br />w <br />W In <br />W 0 N <br />M <br />r <br />Fieldstone <br />%%J%%11111111 <br />` <br />ROOF FRAMING F44kN11 I7"URE: <br />j% ,'�., <br />�� ��• aF i <br />SCALE: AA260=302i <br />1. NO1EFERTODWO BO „ORGMERALB,R"" ENGINEERING. <br />No. <br />2. REFER TO DETAILS ON DWO S4.1 FOR ROaiiCFjfNG fEOLARBM6NT8 <br />113 <br />1 <br />IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />Z. <br />■ BENJAMIN NIESE, PE <br />%AO 3 OF �j <br />��i '��?�� <br />P.E.# 86025 <br />•�4ORIDp. <br />U <br />DATE <br />ifil4�NAL <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEET # <br />S3.1 K <br />