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I <br />rw-`� <br />IT <br />i� <br />/—Wl\ <br />(2)HTS18 TO (2)ZA <br />COLUMN. OTM 0 <br />COLUMN * (a) lAod <br />& 11r ATR ACROSS <br />SET-M EPDXIED TC <br />CMU WALL. MIN. 12 <br />SEE <br />(2)MTSlS TO (2)2x4 <br />COLUMN. DTr2Z 0 <br />LOCATION OF <br />COLUMN vr/ (111) 114-xl <br />16 (4)2.4 BUILT LIP <br />& W ATR ACROSS <br />SET-30 EPDXIED T( <br />"Drr2Z W/ (8) 1/4'xl <br />CMU WALI, MIN. 11 <br />"M SCREWS TO BASE <br />SEE <br />OF COLUMN & Iff ATR TO <br />M <br />(2)HETAIG - FONDATION 14 SET-W <br />W/(12)18d <br />EPDXY. MIN Ir EMBED. <br />—4) <br />, THA422 OR HAGER PER MANUIF. <br />(3) 2x4 BUILT LIP COLUMN <br />X)LUMN, OTr2Z W/ (8) 1/4-hl <br />I1r 808 SCREWS TO SASE <br />OF COLUMN & ItP ATR TO <br />FONDATION vd BET40 <br />EPDXY. MIN V <br />FLOOR/LOW ROOF FRAMING PLAN ELEV. 11111 <br />SCIALE-110-1-0 <br />I . TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES <br />2. TO DETAILS ON DIAAS $4.1 FOR ROOF SHEATHING PEOUIREMENTS <br />ROOF FRAMING PLAN ELEV. IT' <br />SCALE. IW-I'W <br />1 ' REFER TO DWO SOA FOR GENERAL STRUCTURAL NOTES <br />2. REFER TO DETAILS ON DING S4.1 FOR ROOF SHEATHING REOUIREMENTS <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/13/2024 <br />T=NM <br />rT "OTHERWISE N7 ON PLA <br />..P. . %El <br />MEMETAId. <br />2. ALL TRUSS STRAPS TO WOOD TO BE <br />SIMPSONHIO& WHEN INSTALLED ON <br />EXTERIOR WALL$ SHALL SE OONMECTE <br />THROUGH EMPAOR SHEATHING. (2) <br />H2.SA TO BE USED TO MLLTI-PLY TRIUSI <br />(1) EACH SIDE �ffld AAAS MIN, SUM <br />H2.5A MAY BE USED ON JACK TRUSSES <br />ON THE EXTERIOR OF THE WALL V49d N <br />3. ILO TYP METAL TRUSS CONNECTORS, <br />FRAME SCAM MAY BE USED AT <br />CONTRACTOR OFrnoN PER THE <br />FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) <br />SIMPSONSDWCISSIXI <br />B) MULTt-PLY TRUSS REQUIRE (2) <br />SDWCI 5000 AT EAL PLY <br />C) (1) SDWC15000 SCREW FROM TOP <br />PLATES TO JACKTIRUSSES <br />4. FOR DOL TWIST STRAP TRUSS <br />CONNECTIONS (LTMOM" I <br />DErAJL ROD FOR INSTALLATION <br />CONFIGURATIONS. <br />DIM-41101 <br />- <br />FOR PLANS FIELDSTONE AE IS NOT <br />CONTRACTED TO PERFORM TRUSS REVI8 <br />ON, THE CONTRACTOR 18 RESPONSIBLE T <br />ASSURE THE DIRECT COMPLIANCE OF TFA <br />MANUFACTURER LAYOUT TO THESE <br />TO (2)ZW BUILT LIP <br />DRAWINGS A VERIFY ALL TRUSS <br />DTr2Z 0 BASE OF <br />CONNECTORS ARE SUFFICIINT TO <br />f is) 114"-Ilr am <br />WMISTANO THE UPLIFTAATERAL LOADS <br />I ACROSS FLOOR & <br />IMPOSED. <br />PDXIED TO TOP OF <br />1- MIN. I r M InFln. <br />IF ANY TRUSS CONNECTOR SHOWN IN TH <br />SEE R80184.1 <br />DRAWINGS CAPACITY HAS BEEN EXCEM <br />THE TRUSS MANUFACTURER SK14LL NOTIF <br />THE ENGINEER OF RECORD M43XATELY <br />TO (2)ZASUILT UP <br />OTT2Z 0 BASE OF <br />V (8) IMVI-ltr SDS <br />I ACROSS FLOOR & <br />PDXIED TO TOP OF <br />J- MIN. 17 <br />SEE ROUSCI <br />No. 8 <br />I IEOF <br />lo� <br />No <br />2 <br />MlchlW <br />3400 AubLrn Rd <br />Sulte 200 <br />ALbm Hilo, Ml 48M <br />+1248.622 4W5 <br />Florida <br />12906 Tampa Oaks Blvd. <br />sullte 150 <br />Tampa, FL 33637 <br />+1813.46&3310 <br />(D <br />C) <br />F- <br />0 <br />z <br />0 <br />cd <br />�4 2? <br />00 <br />L-L <br />LU <br />C/) <br />w <br />IL <br />LU <br />ol <br />r- <br />L <br />VERSION: 5-01 <br />SHEU NME <br />ROOF & FLOOR <br />FRAMING PLAN <br />SHEEr # <br />S3.1 1_ <br />