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HomeMy WebLinkAboutPLANS - 95-00007 - Georgetown Apartments - 12 Unitsit~~ ,~Y _...Zy ~~ ... t <J ~x ? 1 1 4y • ~ ~ x1 t ~~ ~^ ~ ,y '~ I '~ tt "._. y .... 4 ,y ~ ..~ ~ r "~ '~. , ~ as ~ ' ; _~ _ d' R l r ) . l~ r' ~ ~ ,~~ ~' S i, ~ r ~. ti C~'.~ r.' i. ~t",~ '.J,. ~~~ Cam.. ~ ' , F T y 1~ _ r r.rt....,.,' ~ ~~ ~ C ~, ~ ~ ~t { ` ~ ,r z4 ~ ~ ~------._.. ---~ _.._ ._-- ~ ~ ~ ! ~ ! ~ J1 ~€ ~ '~ ~ ~ ~ ~ ~ N p ~ - . N ~ ~ Y"1 A r c ~ ~ t"+ N o~ C° ~` S' i _., - .d~_.:._. .. _ .. ...~ ... _. ~ ~ ~~ ~; ~. i' w v....w~~.... - , • } -~ I a. -^Y` ~. ... . ... Q ~ ') ,r. ~. .. ~.... ~A-~Y ~f` 1~~`aA~~ ~, C°y ~"- ~+' "„~ Y ~ 1 .~.~' r,..WfV Q •. ~...~ h ~_ ~~ ------_. `~ _ ~o~ ~~ r~~ QSOGS. Tl-GE COMMON TRUSS DMC WE9T (IDAHO) i2-U-0 Z2-0-0 Q~ ~ 2 1 BMC RE~UliG TODD 3.100 s Oct la 1994 MTak Tndttsuies, lt+c. Fd Mar 1014:51.271995 Page 1 44-0-0 46-0-p 2-0-0 22-0-0 -*'-~ 22-0-0 2-0-0 a.Otltl 11 ~ 5x6 = G ~ ~ ?X6 c D B ~ ~ 5 1 t b g ~ ~ g- . A a Q F. E A 3xb ~ 3x6 = 7xd II ?xb = 3x6 44-0-0 ' ~-` 440.0 LOADING (pst) N SPACING I.0-0 CSI TC DEFT. (m) (loo) Vdefl PLATES .GRIP 00 V"^rt t) Q00 / ••rr MZOC20ga) 186/148 0 TCLL 35.0 Pates Intxease 1.15 TCDL 7.0 Latnbcr Ittctame 1.1 S BC . 0.00 Ven(1L) O.DO ! rant d BCLL 0.0 RepStccsulnor YE9 VBC WB a 0.00 fIort(TL) 0.00 Mut Langdt / LL daft = 240 Weight: 225 (Ilia) I9CDL 5.0 Code Li1MBER BRACING TOP CHORD Sheathed TOP CHORD 2 X 4 DF No.ldc$v BOT CEiOIiD Rigd octlin8 direotb' apPGed, or 10-UO-00 on center broein8" F~tcept: BOT CHORD Z X 4 DF No.1StBa L• F2-9-8, GH3-4.4, F-C:d-7-11. OTHERS 2 X d DF Std FORCES NOTi~S 1) Gablo regnirea continuous bottom ahotd headntt. 2) Liable studs spaced at ZS inches on cents. th to be LzteraIly btaced at midpoint ches len di 72 i Fot stads exposed to wind, see j~I'ak "Stoadatd Gable End petvl"• g ttg n 3) Grblc studs exwo 4) Smde to bo fastened wide 2x31v1Z0 Plates. LOAD CASIIds1 Standard APPROVE{? ~ ~ ~ j.~ ._.____ /~ ~ g ~ C - . . : ~^ •-.+•_L• :.. ... B UI LDi I SPECTOR I NG N lor--- .~:~,tra~-:: Tcu~ ~~ QS065J Tl COMMON TRUSS 65 1 BMC REXBURG KIDA bMC WF-SI (1DAHOj 3.100 a Oct 14 1994 MtTek lac ~2-0~ 6-11__11-4-I4~ 15-8-7 ~ 22-0-0 27-3-9 32-7-2 37-10-11 44-0-0 ~6-0-Q 2-0-0 6-I-5 5-3-9 5-3-9 5-3-9 5-3-9 5-3-9 5-3-9 6-1-5 2-0-0 a.two tz sxs = F r n ,=S a 38-0-0 ~ 8-9-1 16-8-7 27-3-9 35-2-15 37-9-4, 44-0-0 , 8-9-i 7.11-6 10-7-2 7.11-6 2.6.6 6-0-0 0-2-12 .~ d i Plate ol~~r~ (X,~: tA:O-tt"t1,0-0-G), to:o-ao,a3-et LOADING (psQ SPACING 2.0-0 CSI D13FL (ia) (loc) 1/d~di 1'L4TFS G42TP TCT,L 35.0 PUtG Increase t.15 TC 0.76 Vert(LL) 0.36 O/N 9>9 M20(ZOga) 18G/tdR 1'CDL 7.0 Lumberlnasasc 1.15 BC 0.71 VeR(II,) 0.48 N/M 943 k1t'LJ.. ~ OA Rep titres Ltcr YE3 WH 0.78 33otz(TI,) 0.11 J n/a BCDL ;, S.0 Code Z3BC 1vlinLee~th/71-de(1=2dU Weight: 218(Ibs- LL~ER 13RAC1NG TOP CHORD 2 X 4 DF I~o.13cBa TOP CHO1tD Sl+oadced or 2-2-1 on ernter puda spacing. BOT C130Rn 2 X 4 DF N o, 3 &Bu BOT CFIORD Rigid caj);ng direetF,y applied, ae 10-00-00 on canto bnein~ L•Xcopc WEBS 2 X 4 DF Sid "Eicocpr" 7 K:4-10-11, T•I.S-1r1. W62XdUF3tud Rl-u1.CTION9 (tba/aize) A=1864/0-5.1i, 7~58N0-5-B rORC1iS '1'UP CIiORD MB=d2S0, B•C=-3R50, GD~2861, D-E--2861, E F=2162, F-G=-2162, GFI--510, kI-i=1421 B07 Ck10.RD I-7=-1346, J-K=1346, K L=1451, L•M=14S1, M-Nr2971, N-O=3404, O•P=3dOd, A-P-4010 W~SS B-1'=d52, C-P-436, C-N=-848, D N=447, E•N=1272, E-M^137, F-M=d47, GM=738, G-K--1696, H K=2334, li J--2543 LOAD CASF-(~ Standard .,~ nPP~ovEu 8Ui10lNG INSPECTOR 3u30~= Z':4= ~_ ~= ~= 47td11 3XE= t(iD = 3ft6