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HomeMy WebLinkAbout2615 Paddington Rd - Correspondence - 09/27/2000FROM : SUPERIOR TRUSS FAX NO. : 9704543634 Sep. 27 2000 11:49AM P1 SEP.22.Z008....12:31PM....w.Id'IITEK/ENG ST LOUTNo. 705.---P.2� vr,�`! T0 Mtl Zlvl ' �E 3 50� Forz. ri1 PAIRDdTAM.FORHROnNCHORDS,WEH8 `T_REPC11A AND GE:D OR #NSSING G D SPLICES _ 1• 2 ,u1Trk Irlduatilrt6. tno. t'iktlOtllHlold. MO. TOTAL NUMBER OF NAILS ON FJI�N SIDE X (INCHES) SYP DP I BFF I HF O R 2X4 27C6 2X4 2X6 =4 2X6 2X4 2X8 2X 4 2X B 14 21 2A 1740 21310 1808 2407. 134II 2040 1366 207EI to 2+ 90 2387 3m 901i6 1748 2029 1782 L=_ gy 3a• 2733 4102 2522 3703 2135 3208 2176 OW , ^ 3232 4W 2981 4471 2M 3700 2674 3861 25 39qr1 qg 3720 6604 94A0 tea`159 2016 43" 2M 4466 • DIVIDE Ea ALLY FRONT AND SACK iTTACH ZX„S BOP THE SAME SIRE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF TRUSS CEENTERE:D ON REAK OR SPLICE) WI CONSTRUCTION QUALITY ADHESIVE AN 10d COiAMON" f NAIL$ rWO ROWS F R 2X 4. THREE ROWS FOR 2X a) SPACED S" C.C. STAGGERE:ty AS SHOWN. (,14E1" 0IA=1 I K1EL� OP TI'IE SRF.AKIC)-SF1AlL NOT mcca O 12% (O m PLATE LENGTH FOR SPLIOE REPAIRS) THE MINIM OVERALL SCAB LENGTH REQUIRED (L)10 CALCULATED A$ FOLLOW L=(2)X+0 K O x r V I . • lEk1 NAI4NEAp SCR t - lad NAIL FAR 81% 191p9 �711TIf 7N AAG ateAK 4oramli ICR LµIgpAlpNOt�.r v61 MIN `el I'"" THE LOCATION OF A 8RPJIKMUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6" FROM ANY INTERIOR JOINY (SEE SKETCH ABOVE). DO NOT UbE TO REPAIR JOINT SFI.ICEES., oernctoeHusBpaarFORaRI�INKwrvat�orEtW6R8PAgtoagsNora�alYlrwTnrRQpAA+�I+�pcR11 ♦.t1w6IBA6RarM!!_--—.----_,._..�... r.I.m..w....uwaw�sYarunww�flt�aBeAW51RER>�1LYp�.WI@ITE 1 AWAIII M-ilw'*if19RrP6M PMwdxubXMWWr2' NAM9MrM mMNMWOMVM � PVW VON im w ant woh AAITek eannWom ThIs ""I) a baNd ent upon }wl M4ft4 IMwnk and b lei wn VIMMUOI gl1d119 adn W"' to pa m wm wnd $wood vedbalw• Appm"y co woMpa palama"and Plapal wi am"ad$II ofaalhpmenl b Ielomwb" at m"m ovoww • nal win n M, booMm" IL1& )glad Wppall al ONlNWunl web nNa1�1� QW, AAWL4 al 1Mnpaay 0 - - b inane slab* duNq aandM am N pia - - _