Loading...
HomeMy WebLinkAboutTRUSS SPECS - 06-00157 - 368 Eagle Ct - New SFR10 LLLWLW Cr�` I� it it V9 SA a all G t'7 in t lF .Nl IIS II N IIS polm, Ir LLI 0 C%4 C14 .j cm N LU ac (n LLI C,4 M M 0 LF) Lrj OL F- CL F - C4 Lr) 0 (n cv) N 00 LO %%our,, 06 JOlS7 368 Eagle Ct ler �r milmIR .t STACK COMPONENTS 1675 PEDERSON STREET IDAHO FALLS, ID 83405 Phone: 528-2309 Fax: 528-2320 Project: Model: Contact: Site: Name: Phone: Fax: Tentative Delivery Date: Bloch o: Lot No, - Office: D: RExBUxG ATTN; KEVIN Deliver T ALAN RASMUSSEN WOLF HOME / ROOF Quotation Job 1uIn; Pa re: 1 Date; 03-09-2006 - 74-58:21 AM 0J 7 Account o: 334601874 Designer: nitro Salesperson: Robin P ctin ill Quote Number: Profile. Qty -1 TId.- Span Truss Type: Slope: L H ROH 1-4-7 1 Al 1 ROOF TRUSS 8.00 2-0-0 2-0-0 96 lbs. each + 2 Rows s Lomat Brace 5.00 1--7 1 AIG 16-0-0 ROOF TRUSS 8.00 2-0-0 2-0-0 135 Ib. each 2 Roes Ut Brace 5.00 1.--7 4 A2 16-0-0 ROOF TRUSS 8.00 0-0- -0- Q)4 lbs. each 2 Bogs tat Brace 5.00 J 1()-0-0 10-4-7 A3 1 -1' :GOOF TRUSS rr 8.00 0-0-0 90 lbs. eacb 2 Rows , t Brace. 5,00 L 1 -ply 10-4-7 h 2 A4 1 1 ROOF TRU 8.00 0-0-0 - 128 lbs. each2X4/2X6.0.00 SO -3-0 -1 1 14-6-0 ROOF TRUSS 8,00 2-0-0 2- - 1 .1bs, each 1 Row Int Ilra.ce 0,00 9-10-7 1 BIG 14-6-0 ROOF TRUSS .00 h 2-0-0 !2-0-0 126 lbs. each 1 Row Lat Brace 0,00 1 ) -Ply 9-10-7 B2 14-6-0 ROOF TMJ 8.00 2-0-0 0_0_0 119 lb � . each 2X4/2X6 2. Rows L.at Brace OM ( 1) 2-P1 7-0-3 1 36-0-0 ROOF TRUSS 8.00 2-0-0 :2-0-0 192 lbs. each 2X412X6 O. 11 -0 -0 1 C10 28-6-0ROOF TRUSS 8.00 0-0-0 - SV 189 lbs. e acb 7 Roes Lot Brace 0.00 4-10- 1 CIO -CAP 23-1-6 PIGGYBACK 8.00 2 - 0 - 0 0-0-0 1Is. each 8.00 -0-11. 1 C11 32-6-0 ROOF TRUSS 8,00 2-0-0 0-0-0 186 lbs. each 5 Roes l Brace 0.00 4-1- I 11- 23-1-6 PIGGYBACK 8.00 2 - - 0- - I 7 Ih+ each 8.00 s 2 - - 11 11 - - c 6 -0-0 I C12 32-6-0 ROO F T1 U .00 2-0-0 0-0-0 lbs. each 5 lows Lit Brace .. 0- 0.00- .- - 5-0-7 1 I C12 -CAP 23-1-6 HIP CAP 8.00 0 - 0 0_0_0 7 () lbs. L dic E1- 00 � -0-11 1 1 C2 36-0-0ROOF TRUSS TSS 8,00 2-0-0 2-0-0 177 lbs. each 1 Raw L c r c o. oo 1 C3 36-0-0F TRUSS 8.00 2-0-0 2-0-0 6 8 lbs. each l Row Lat Brace 0,00 11-0- 1 C4 36-0-0 OOF TRUSS 8,00 2-0-0 2 - 0 - 0 1 lbs n each ` 4 Rows Lat Bracy 12-4-3 C5 28-6-0ROOF T . 8.00 -0-0 0-0-0 158 lbs. each 3 Rows L.at Brae 0.00 tl 1.3--3 p 28-6-0 ROOFTRUSS 8,00 ? - a - 0 0-0-0 ' 142 lbs. each 3 Rows Lar Brace 0.00 STOCK C%? OMPONENTS IP 1675 PERSON STREET L 0. Qu )tation IDAHO FALLS, ID 83405 REXBURG Job Number-, Phone: 528-2309 Fax,; 528-2320 ATTI ; KEVIN Page: 2 Proiect� Block No-, Datc-: 03-09-2006 - 7:58:21 AM Modelq- Lot No.- Project ID: Q6875 Conta Site: Office: Deliver To: Account No: 334601874 Name-, Designer: rpt,. Phone, ALAN RASMUSSEN' Salesperson.; Robin Pettingd] Fax: WOLF HOME ROOF Quote Number: Tentative Delia Date: Profile: Qty: Truss 1d: Span: Truss Type: Slope: L ROH E _ - 12-4-7 5 C7 28-6-0 ROOFT U 8.00 0-0-0 0-0-0 139 lbq. each 3, Rows at Brace 0.00 13-4-7 1 C8 28-6-0 ROOF TRUSS 8.00 0-0-0 0-0- 1 ' 192 lbs, eacfi 7 Rows Lat Brace OM 11-0-0 c3-2-14 1 C9 28-6-0 ROOF TRUSS 8.00 0-0-0 ()-()-0 AV 165 lbs. each 6 Rows Lat Brace 0.00 3-8-7 1 C9 -CAP 14-7-6 HIP CAP .8.00 21-0-0 0 0 46 tbs. each 0.00 is2-0- 11 6 CRI 11-3-0 ROOF TRUSS 5.66 2-9-15 0-0-0 45 lbs. each 0.00 5-7-8 1 CR2 8-5-1 ROOF TRUSS 5.66 2-9 -1-5 0_0_0 39 lbs. eacb 0.00 5-7-9 c 3 - 4 - 15 c 0 - I - 5 1 CR3 8-5-1 ROOF TRUSS 5.66 2-9-15 0 - 0 - 0 39 ft. each 5.66 2-10-8 1 CR4 2-7-1 ROOF TRUSS 5.66 2 9 15 0-0-0 I I lbs. each 0.00 5 -8-7 3 DI 16-0-0 1 ROOF TRUSS 8.01D 0-0-0 0-0-0 56 lbs. each 0.00 I DIG 16-0-0 RO OF TRUSS 8.00 2-0-0 2-0-0 69 tbs. each 0,00 (1) 4 -Ply 4 El 48-6-0 R 0 0 F TR USS 8.00 2-0-0 327 lbs. each 2X4/2X6 8,00 9-- 1 e 8 - 0 -0 I Elo 46-0-0 ROOFT U 8.00 10-0-0 2-0-0 225 lbs, eaeb 3 Rows Lat Brace 0.0-0 5-4-7 I E1 -CAP 23-1-6 HIP CAP 8.00 2-0-0 2-0-0 84 IN. each I Row Lat Brace 0.00 9- 3 -1 2 c 8 - 0 - 0 I Ell 46-0-0 ROOFT U 8.00 2-0-0 2-0-0 228 IN, each 3 Rows Lat Brace 0.00 6-8-7 1 Ell -CAP 23-1-6 HW CAP 8.00 2-0-0 2-0-0 95 lbs. cacb 0.00 9-3-12 c9-0-0 1 E12 46-0-0 ROOF TRUSS 8.00 2-0-0 2-0-0 228 lbs. each 3 Rows Lat Brace 0.00 7-8-7 - 0o I E12 -CAP 23-1-6 PIGGYBACK 8100 - 2-0-0 86 lbs. each v 0.00 5 E13 46 - 0 - 0 ROOF TRUSS 8.00 2-0-0 2-0-0 256 lbs. each 8 Rows Lat Brace 0.00 7-9-7 5 )E13 -CAPS 23-1-6 PIGGYBACK 8.00 2-0-0 2-0-0 86 lbs. each 0.00 (1) 2 -Ply 11-0-0 c 6 - 0 - 0 2 E14 46-0-0 ROOF TRUSS 8.00 2-0-0 2-0-0 345 lbs. cacti :2XV2X6­ 2 Rows Lat Brace 0,00 ;!) 1 Ucii t:UMYUNENTS 1675 PEDERSON STREET � IDAHO FALLS, ID 83405 Phone: 528-2709 Pax: 528-2320 Project: Model: Contact.- Site: Name: Phone: Fax: Tentative Delivery Date: Profile- Block No: Lot 1-� Office: REXB URG ATTN; KEVIN Deliver T : .N RASMUSSEN WOLF HOME / ROOF Quotation Jab umbar: Page+ Date: -0-2006 - 7:58;21 AM Pro ect : Account o: 334601874 Designer: mtm S alesp ers on: Robin Pettingill Quote Number: Qty: Truss I& Sp aTruss Type: Slope: LOH ROR -4-1 . E14 -CAP 23-1-6 HIP CAP 8.00 2-0-0 2- - 93 lbs. troch 0.00 E 37-9-0 " ROOF TRUSS -8.00 -0- 2-0-0 0 191 lbs, each 3 Rows Lat Brace 8.00 8-4-3 37-9-0 ROOF TRUSS 1 -8.00 0-0-0 2-0- 211 lbs. eacb 6 Rods Leat Brad 48.0 -- 1 E4 37-9-0ROOFTRUSS -8.00 -0- -0- I3 lbs. each 8 Rows Lai Brace 8,00 11-0-3 c 2 - 0 - 0 E5 137-9-0 ROOF TR US. S 1 5.00 0-0-0 0-0 235 tbs. each 7 Rows I t Brace 8.00 12-4-3 c2-6-0 1 37-9-0 P ROOF TRUSS -8.00 0-0- 256 lbs. each "XRows BL ,. 1-4-7 1 E7 31-3-0ROOF TRUSS -8.00 -0-0 2-0-0 180 lbs. each 6 Raws Ut Brace 0.0 I E8" t -T7 .31-3-0 'ROOFTRUSS 8,00 0-0-0 0 16 lbs. each 8 Rows Lat Brace 0,00 o' 11-0-0 JE9 3.1-3-0ROOFTRUSS -8-100 -0-0 2-0-0 170 Ibs. each 4 Roes 1t Brace 0.0() -0-7N I -CAP 23-1-6 HIP CAP 8.00 - 2-0-0 lbs. each 1,00 s 3 -3-I1 1)2 -Ply 7_0_3 158 lbs. each 2X412X6 0.00 -4- I F2 29-6-8ROOF TRUSS 8.00 2 - 0 0 - 0 - I38 lbs. each 0.00 -- 1 29-6-8 O F TRUSS 8',00 2-0-0 0 - 0 - 133 lbs,. each , I Row Lat Brace 0a 00 11 -0-3 I F 29-6-8 ROOF TRUSS 8.00 2-0-0 0-0-0 14 -0- 14 l lbs. each 3 Rows Lat Brace 10-4-7 4 F5 29-6-8 ROOFTRU8.00 o - 0 - 0 0-0-0 12 1 _lbs. each 2 Rows Int Brace 0.00 1) 2-Ply1--7 ROOF TRUSS 0 '0-0-0 _ -Ifs'}', 168 lbs. each 2X412X6 0.00 (1 2-p1 7-0- - - 1 21-11-0 ROOFTRUSS 116 -Is. cacli 2X4/2X6 0.00 -4 " 1 G2 21-11.0ROOF TRUSS 8.00 " '2-0-0 2 - 0 - 0 102 lbs. each 0.00 s 1 - I1 - 0 ROO F TRUS S 8100 _0- .--0 1 lbs. tacky 0,00 (1) 2 -Ply --+44-10 -7 H1 10-6-0 ROOF TRUSS 8.00 0 - 0 - 00-0-0 1 lbs. each 2X4/2X6 1 0.00 STOCK. COMPONENTS 1675 PEDERSON STREET IDAHO FALLS, ID 83405 Plione: 528-2309 Fax: 528-2320 Pro. ect 9: Block N: Model: Lot No: Contact- SAC: Office: Name: Phone: Fin' Te-ntalive Delivery Date, I -- N17 1.9 lbs. each 0*4 09��p L ATTN; KEVIN Deliver To: ALAN RASMUSSEN WOLF HOME / ROOF notation Job Number., pa-aff. 10 1 Date: Project.ID Account No: Desjigne,r: Salesperson: Quote Numbm, 4 03-09-2006 - 7:58:22 AM Q6875 3346,01874 .mtm Robin Pettingill C) F TOCK COMPONENTS s 167$ PEnERsoN STREET IDAHO FALLS, ED 83405 Phone: 528-230 Fax: 52$-2324 Pro' et: Bock No: Model: Lot o:. Contact: Sit%, ffi� : Name: Phone:. F 1 t-.rtif ntivp F)�Aiwio rxr nt..L, X U. KEVfN Deliver T ALAN RASMUSSEN 'LF HOME ROOF QqQwtion Job Number: Page: Daft: 03-09-2006 - 7-58:22 AM Project Iii: Q6875. Account Nb: 334601874 Designer., mtm Salesperson: Roblin bin Pettin ill BID GOOD FOR 30 DAYS