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Home My WebLink AboutTruss DrawingOPT. LANAI WAL 3/1, = 1--e LOWER ROOF AND FLOOR gai r. 3/16 = V-0' MAYATPN 'A' LOWER ROOF AND FLOOR nai r. 3/,6 = I.-V M'ATION I' v MATCHLINE 71 APPROVED ❑ AFIKWEb AS NOTED RMSE & REESUIMAIT 0 REJECTED/ RESUBMIT O NOT REVIEW'E-D Cl FOUR YOUR INFORMATION m1 are r" evra or coformarica m1h d6igr1 intent and gmerxf complianre wilt the Contract Documents alp. Watla s Do Pit Au tlaira Qmgs to x -.,t Sint. ApRrival, MrAriwfls an°Clc'r c;.]rredtior]s dom not reliWe .the Contra :or from wimfls;ic-4.: ;th fhp� Q—.,; wt Downwt';. Ttra Contractor is reWIjsi3,,ie for confr.(riin,g and correla#iq ait t;uamities, ainjensi; rsE toluames., clearances, fabrication prampes ,;, tecfu quvs and. Sequences of construction, clAmpa"IMily rf 1 :e $;i':?� c:i r:;A %fuS, Lam) IrYa" f their work with ckiler tro,'Cs nild, Si°4".FrltrW:tt,dSF rtla" i0c He0. � vilorf in r1 $em u ar1il ;5:i5f%E tvr�4 r +r.?Sr an{: ft7r Ceti 'Tut ' Wall the q0rdpa 0=1wilta. 6{1,P. C star �wj "y UPPER ROOF SIYIL spiI = 1--r MA_ 'A' UPPER ROOF t MATCHLINE N Q -F E: T.— eMm m Nb Ip 1 me p eampmml pml el Ne and New Sue, IDepDon Maps a¢ temparm mm, erau,c dedgm er. YK rerpae tTdr,r pi In. e dedTa err ab —1 . laud batiN Nam m Ne d Wv dramoa moat be p1ucM dlvp Ne erclbr pin 2K4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-1/16' HEEL HEIGHT TYPICAL TRUSS END DETAIL e _ WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 AQ HUS26 © HGUS26-2 ©THDH26-2 (D HGUS26-3 Q THDH26-3 © HHUS46 8 THD46 @ CONNECTION BY BUILDER NOTE: YOUR SIGNATURE WUL ACKNOWLEDGE 1) AUTHORIZATION FOR FABRICATION. 2) VERInCATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WRL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 'SCSI-B1 Summary Sleet COMMENTARY and RECOMMENDATIONS For HANDLING, INSTALUNG & BRACING METAL PLATE CONNECTED WOOD TRUSSES (PI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY IOND Wg1 BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGUT. SIGNED TITLE DATE All spoc'ng Is 24' O.C., except m noted All rds shorn ore bearmg• M"t as noted. All %eleys cdmloled •ith sh,dhkg under. Number al girder pl'u:s to be determined by .&eedng. OD NOT MR OR ALM TWISSES •/o AUMVAIION FROM THIS OmCC Labdmq trus 1, a swice. nal are FU—.L Engineered drmmga stpeed. labeling of (tosses. It a the respmsDRity of the bonder to uM,, mgmeered dra.mgs Men erecting I— WARNING IRIS Muu a Iupnm tml FxAwaamA u� axxc Fp£LaR! TD 1�1Ort IYAM6 TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTORS Ey TRUSS COMPANY WILL SUPPLY ALL MSS M TRUSS HARDWARE COIWECINWS FOR REACTIONS UNDER SOOD POUNDS FOR ALL REACTONS MTER THAN 5000 POUNDS, OR SKEWED, NO %. HANGER IS SUPPLED. CONTRACTOR SHEL D OO:CX ALL REACTIONS FOR PROPS CONNECTIOri MVW.-rbel Nfid AS 7-10 Eposre Utepy: C Bdg Galegary: 2 W De%iV Vdodly:]1EO.MPM yN F¢ter: L00 64tl Imd DuoDn Fade : L60 Ym� Rml XdgU :Jl� bim YBedelSmd Fm Fw200Yrny Xdm,ret Pbr MI13 1D&TsMm �WUALlGl4\ TRLW (Tp2) 96 4160 �COMPANIF.S, INC. 25M It. bingo 164Fert I— FL 3401 ® RYA.N HOMES Plan 2195 - Elev. A & B '4.