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META16 —\ <br />FA-M-11IIIIIIII <br />MUM <br />I <br />am <br />41" <br />sm <br />I <br />owilwa <br />WIN <br />sw <br />NM <br />ON <br />an <br />6 <br />U, <br />OR GIRDER PER UF <br />A422 0 HANG <br />PER MANUF <br />THA422 OF I HANG0 I I I I <br />PER MANU F. <br />OR GIRDER PER MANUF <br />,16"L- <br />F(2) 1 —3/4' <br />OR GIRDER PER MANUF. <br />:2 <br />us <br />U1 <br />IF m <br />L15 Sim. <br />OR GIRDER PER MANUF. <br />IT-S' <br />1 OR GIRDER PER MANUF <br />1 <br />1 <br />11 11 11 11 <br />@ FLOOR TRUSS: ZK VERTICAL <br />— � <br />KI <br />REQ AT THIS LOCAT10N FOR 2nd <br />FLOOR STRAPPING. DESIGN FOR <br />A CONCENTRATED REVERSIBLE <br />WIND LOAD OF 2,01XI LB <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. IT' <br />SCALE: 11C=1'-V <br />NOTES: <br />1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S4.11 FOR ROOF SHEATHING REQUIREMENTS <br />MWA-511 <br />ELWA <br />WW <br />NEW"- <br />�Iqa <br />�Itz <br />HTS1 6 TO (2) 2.4 BUILT <br />Up COLUM DTT2Z C <br />b <br />BASE OF COLUMN wl IS <br />IMNI-1/2"SDS & 1/2" <br />ATR SET_XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 6' EMBED <br />HTS16 TO (2) 2x4 BUILT <br />Up COLUM. DTT2Z 0 <br />BASE OF COLUMN w/ (8) <br />1/4"xl-1/2* SDS & 1/2" <br />ATR SET-XP EPDXIED <br />TO TOP OF CMU WALL <br />BELOW, MIN. 6" EMBED <br />riv'� - rw'� <br />KikT--+ — -7��) <br />ROOF FRAMING PLAN ELEV. III <br />SCALE: <br />NOTES: <br />1 . REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DWG S41 FOR ROOF SHEATHING REQUIREMENTS <br />Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINar:--- <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 />TWN0Z <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.SA TO BE USED To MULTI -PLY TRUSS, <br />(1) EACH SIDE W13d NAILS MIN. SIMPSON <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL w1&d 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 />SDW`C1 5M AT EA. PLY <br />C) (1 1 SDWC15600SCREW FROM TOP <br />PLATES TO JACK TRUSSES <br />4. FOR DBL TWIST STRAP TRUSS <br />CONINE IONS (LTSIMTS/HTS) REFER TO <br />DETAIL R60 FOR INSTALLATION <br />CONFIGURATIONS. <br />OMMER <br />FOR PLAN S 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 />CONNECTOR$ ARE SUFFICIE <br />WITH <br />,MPO:TAND THE UPLIFT/LATERAL LOADS <br />ED <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 />M NO. <br />0' <br />STATE OF <br />4: z <br />STATE OF 4, <br />"AlORI'D <br />WAt <br />1//,, NAL <br />11111110\ <br />2 E <br />5— ­�SA;25 <br />2 _E f <br />Z; <br />E <br />Michigan <br />3400 Aubum Rd <br />Suite 200 <br />Aubum Hills, Ml 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 />fieldstoneae.com <br />'t <br />E-1 <br />0 <br />z <br />0 <br />P <br />W <br />z <br />:z <br />V) <br />00 <br />C) <br />U <br />w <br />cc <br />< <br />C4 <br />=) <br />rz <br />rT1 <br />C) <br />co <br />r— <br />en N <br />01 <br />L <br />