Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TRUSS SPECS - 17-00554 - 1073 Greenside Loop - New SFR
Non -Itemized QUOTE Estimate REO. QUOTE DATE ORDER DATE DELIVERY DATE SRT DATE OF INVOICE SNAKE RIVER. TRUss ORDERED BY SUPERINTENDENT JOBSITE PHONE # J.B. Kay Construction JOB NAME:Zollinger s MODEL: TAG: 0 i DELIVERY INSTRUCTIONS: o' Greenside loop Rexburg, ID N/A DATE 08/10/17 PAGE 1 81 INVOICE # SALES AREA LOT#1_7461 SUBDIV: Pinebrook Estates JOB CATEGORY: Residential OVERHANG INF HEEL HEIGHT 12X4 REO.LAYOUTS REO. ENGINEERING QUOTE EN_DCUT RETURN OVERHANG NONE NONE LAYOUT SQUARE PLY GABLE STUDS 241N. OC CUTTING / I LOADING Tou-TcoGBCLLecoL sTBEss wcR. ROOF TRUSSES INFORMATION ss n a n n n nn 5 ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PROFILE OTY PITCH TYPE BASE CIA LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT TOP BOT LLFr I RIGHT LEFT RIGHT LEFT RIGHT ID SPAN SPAN 1 COMMON _ 6.00 0.00 Al 14.06-00 14.0600 2X4 2 X 6 01-�-00 COMMON _ _- 1 6.00 0.00 AIG 14-0B-00 14-06.00 2X4 2x4 01-06-00 j01-06-00 COMMON _ --- ---- 3 6.00 0.00 A2 08-00-00 08 -OM 2X4 2X4 01-06-00 --"""_--- ---- SCISSOR - - ... - 6 6.00 3.00 at 16-06-08 16-0648 2X4 2X4 COMMON - 1 6.00 0.00 BIG 1606-08 16-06-08 20 2x4 01-06-00 Ai7ATACl 1 FLATGIRDER 2 Ply 0.00 0.00 B2 1 16 -06 -OB 16 -06 -OB 2x4 2 X 6 COMMON 1 6.00 0.00 CIG .13-00-00 DIAGONAL HIP, 13-00.00 2x4 2x4 01-0600 - �- ---> --. 4 4.24 0.00 CRI 11-02-04 1"2-04 2x4 2x4 02-01-07 p\ -SCISSOR 8�. 1 6.00 3.00 D7 14-00-00 1 14-00-00 2X4 2X4 01-06-00 ---- _ 1 -0.00 3.00 ROOF D10 16-00-00 16-00-00 2X4 2X4 01-0600 I f ROOF - --- 1 -6.00 0.00 011 16-00-00 16.00-00 20 2x4 X07-0600 I - 1 JACK -CLOSED 2 Pty 6.00 0.00 D12 16-0600 160600 2X4 2 X 6 01-06r00 I SCISSOR -.-- 1 6.00 3.00 010 14-0000 14-00-00 2X4 2x4 01-06-00 - SCISSOR 1 6.00 3.00 D2 14-00-00 14-00-00 2X4 2X4 R 1 6.00 3.00 D3F 160600 16-W00 214 2X4 '01-0640 ROOF 1 6.00 3.00 D4 16-00-00 16-00-00 2X4 2x4 01-06-00 ROOF ------ 1 6.00 3.00 DS 16-00-00 164)600 2X4 2x4 01-06-00 j ROOF ..._. +._- 1 -6.003.00 D6 16DGD0 16 -MM 2x4 2x4 X01-06-00 ' ROOF 1 1 -6.00 3.00; D7 16-00-00 1600-M 2x4 2x4 01-0600 ROOF -6.00 3.001 D8 . 16-00-00 16-00-00 2x4 2x4 01-06-00 Non -Itemized QUOTE Estimate SRT SNAKE RIVER TRUSS J.B. Kay Construction Greenside loop Rexburg, ID BUILDING DEPARTMENT NIA ORDER DATE JOBSITE PHONE # JOB NAME:Zollinger MODEL: TAG: DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: PAGE SALES AREA 1 Rexburg LOT#L14BI SUBDIV:Pinebrook Estates JOB CATEGORY: Residential OVERHANG INFOI HEEL HEIGHT 2x4 REO.LAYOUTS REG. ENGINEERING QUOTE EN13CUT RETURNLAvotrr NONE NONE TY PE ID sWARE GABLESTUDS 241N.00 CURING / / ROOF TRUSSES LOADING INFORMATION TM AL -BO BGp STREss oma. 1 ROOF TRUSS SPACING:24.0IN. O.C. (TYP.) 35.0,8.0 -0 -0.8. -OF 1.15 PROFILE I OTVPITCH TY PE ID BASE SPAN O/A SPAN LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT TOP BOT LEFT I RIGHT LEFT RIGHT LEFT I RIGHT 1177�� 1 -6.00 3.00' HALF HIP U9 16-00-00 16-OP00 2x4 2x4 X01.06-00 I 2PIy -6.1 0.00 GABLE E7 31-03-00 31-03-00 2x4 2X6 01.06-00 ' 1 -6.00 0.00 HALF HIP E2 31-03-00 31-03-00 2x4 2x4 i01-06-00 - 1�=1 - --- -- ulGl�� 1 -6.00 0.00 HALF HIP E3 31-03-00 31-03-00 2x4 2x4 01-06-00 i -6,00 0.00 HALF HIP E4 31-03-00 31-03-00 2x4 2x4 01-061-00 - 1 2 Ply 6.00 0.00 HALF HIP F1 49-05-12 4"5-12 2X4 2X6 X6ROOF 1 6.00 0.00 ROOF Flo 49-W12 49-05.12 2x4 2x4 - 01 -Moo �._ROOF 1 6.ODj 0.00 F11 38.06-04 j 38-96-041 - 2 X 4;j2X4_ �611/J!J 1 6.00 0.00; ROOF F12 38-06.04 38-06-04 2x4 -> 1 6.00 0.00 ROOF 38-0604 36.06-04 2X4 2X4 3 6.00 _ _ 0.00 ROOF F74 38-08-04 98-0604 2x4 2x4 l - �DY1(.1 1 2.00 0.00 ROOF F75 46-06-08 46-06-08 2.4 2X4 01-0600 ._.-- --- - -!I� .�DY1/J 1 2,OD 0.00 ROOF F16 4&06-08 46.06-08 2x4 2x4 01-06-00 I.. .. 1 2PIy 2.00. 0.00 ROOF FW 60-06-00 60-0600 2z4 2X601-0600 _ 07-06-00 1 2.00 0.00 ROOF F18 6GW-00 60-0600 2x4 2x4 01-06-00 01-0600 _- 1 1 2.00 0.00, ROOF F19 60-06-00 - 60-06-00 1 2x4 2x4 101-06-00 01-06-00 49-05-12_ _2x4 2x4 -..--. 60-0600 2x4 2x4 01-06-00 01-06-00ROOF 1 1 6.00 0.00 HALF HIP F2 49-05-12 - L.... _ 0.00 ROOF F20 6606-00 t26--00 0.00 F21 560600 560600 55-06-00 2x4 ' 2x4 Ot-0600 2z4 2x4- -- 01-06-00 0.00 HIP F22 55-0600 I Non -itemized QUOTE Estimate iNAKE RIVER TRUSS REO. QUOTE DATE / / ORDER # T ORDER DATE / / QUOTE # B1326-17 DELIVERY DATE / / CUSTOMER ACCT # 00000010 DATE OF INVOICE ! / CUSTOMER PO # CUTTING / I ORDERED BY INVOICE # O/A LUMBER SPAN TOP TERMS SUPERINTENDENT SALES REP , Pettin ill JOBSRE PHONE # SALES AREA 1 Rexburg i J.B. Kay Construction JOB NAME: Zollinger MODEL: TAG: LOT# L14BI SUBDIV: Pinebrook Estates JOB CATEGORY: Residential Greenside loop I SPECIAL INSTRUCTIONS: Rexburg, ID BUILDING DEPARTMENI N/A OVERHANG INF HEEL HEIGHT', 2x4 1 REO. LAYOUTS I REQ. ENGINEERING I QUOTE END CUTRETURN NONE NONE LAYOUT sOUARE GABLE STUDS 241N. OC CUTTING / I ROOF TRUSSES LOADING INFORMATION TUL-TCDL-BC - cDL STRESS INCR. ROOF TRUSS SPACING: 24.0 IN. O.C. (TYPJ 35,0,8.0 ,0. 0,8.0 1.15 PROFILE CITY PLY PITCH TYPE ID BASE SPAN O/A LUMBER SPAN TOP OVERHANG CANTILEVER STUB Top BOT 5oT LEFT RIGHT LEFr RIGHT LEFT RIGHr -��ROOF 1 6.00 0.001 F23 55-0600 550600 2x42x4 01-06-00 _ 1 6.00 0.00 ROOF F24 55-06-00 55-06-00 2x4 2x4 01.06-00 3 Ply 6.00 0.00j ROOF F25 55-06-00 5506-001! 2x4 2X6 •01-0600 6.00 0.00 HIP F3 4"5-1214N)5-12 214 • 2.4 1 1 6.00 0.00 HIP F4 49-0512 49-05-12 2x4 2x4 1 6.00 0.00 HIP F5 49-05-12 49-0512 _._ 49-05-12 49-05r12 12x4 _ 2x4 2x4 01-06-00 ® 1 8.00 0.00 HIP Ffi ! 2x4 01-0600 1 6.00 0.00 ROOF F7 149-05.12 49-05-12 2x4 2x4 I `_ 01-06-00 �CI�r=.T,� ,�I`� = 1 6.00 0.00 ROOF F8 49-05-12 49-0512 2x4 2x4 01-06-00 -.--.-- 1 6.00 0.00 ROOF F9 49-05.12 49-05.12 2x4 2x4 101-06-00 �_ 1 20Iy 6.00 0.00 HIP GIRDER G1 2600-00 26-06-00 2x4 ._ I � 2X6,01-06-00 es - /�-Ir=7-f�1 1 6.00 HIP 0.00. G2 0.00 G3 26-00.00 2600-00 2x4 2rzm -0600 - 1 6.00, 26-00-M 26-000 2x4 2x4 101-06-00 . 38-0U00 2x4 ' 2 X 6 D7-06-00 -_- .� 1 HIP GIRDER' 2 Ply, 6.00 0.00' H7 38-00-00 16.00_ HIP .0.00, H2 HIP GIRDER 6.00 0.00 H3 3600.00' ,- 38-00-00 �, 2c4 2x4 01.06_-00_ 1 2 Ply 38-00-00 38-00-00 2x4 2 X 6 01-06-00 - - 8 6.00 JACK -OPEN 0.00, J1 01-11-11 01-11-11 T 2x4 2x4 01-06-00 'I _- ---I 6 6.00 0.00 JACK -OPEN J2 03-11-11 03-11-11 2x4 r 2x4 01-06.00 5 6.00 0.00 JAGK-OPEN J3 05 -11 -it 0511-11 2x4 2x4101-0600 1 , 4.24 0.00 JACK -OPEN J4 02-09.03 02-09-03 2x4 1 2x4 02-01-07 Non -Itemized QUOTE Estimate SRT'1 PIT] ` --- )MIKE. RIVER. TRUSS RED. QUOTE DATE / / ORDER DATE GUOTE 11/ DELIVERY DATE i / / DATE OF INVOICE / / ORDERED BY SOUARE GABLE STUDS 1241N. OC CUTTING / / SUPERINTENDENT JOBSITE PHONE # PLY s 0 L 0 J.B. Kay Construction JOB NAME:Zollinger MODEL: TAG: BOT DELIVERY INSTRUCTIONS: RIGHT P Greenside loop SPECIAL INSTRUCTIONS: 15ol Rexburg, ID BUILDING DEPARTMENT N/A 4 I SALES AREA I Rexburg LOT# L14BI SUBDIV:Pinebrook Estates JOB CATEGORY: Residential OVERHANG INF HEEL HEIGHT 1 2x4 REQ. LAYOUTS REO. ENGINEERING GUOTE 11/ ENO CUT'. flETUBN CIA NONE NONE LAYOUT // SOUARE GABLE STUDS 1241N. OC CUTTING / / ROOF TRUSSES LOADINGcu-rcoLacwemL s REss raa ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) INFORMATION 35.0,6.0.o.0.a.0 1.15 PROFILE OTY1 PITCH TYPEt ASE CIA LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT IDPAN SPAN I JACK-OPE ---�-- 2 6.00 0.00 JAI -11-11 03-1141 2x4 2x4 - JACK-OPE 3 6.00 0.00 JA211-11 05-11-11 2.4 2x4 COMMON - 1 6.00 0.00 Kt 09-00-00 09.00-00 2x4 2 X 6 - - COMMON - 1 6.OD 0.00 K1G 09-00-00 D9-0000 2x4 2x 1101-06-00 01-06-00 _ LAY I _.. 1 13.42 0.00 LAY0118�j 41-03.15 41-0315 2x4 2x4 LAV -IN GABLE -.- .-- 1 "•` 13.42 LAY02 24-01-14 24-01-14 2x4 2x4 00.03-02 rte LAY -IN GABLE �LLL� _ 1 13.421 0.00 LAY03 09.09-14 09-09.14 2x4 2X4 ,r1� LAY -IN GABLE ld 1 13.42. 13.42. LAY04 ---LAY -IN GABLE 10-09-03 10-09-03 .2X4 2X4 1 13.42; 0.00 LAY05 LAY -IN GABLE 05-09-14 05-09.14 2x4 2X4 ® -- 1 ••.•• 0.00 LAY06 09-07-03 09.07-03 2X4 1 2X4 ' LAV -M GABLE 41, 13.42 LAY07 1310-03 13-10-03 2X4 2X4 LAY -IN GABLE 3.42 0.00 LAY08 21-09-14 21-09-14 2x4 2X4 LAY4N GABLE 1 13.42 0.00 LAY09 28-06-00 28-0600 2x4 2X4 JACK -CLOSED --.- -- 21 6.001 0.00 M1 OMO-00 08-0D-00 2X4 2X4 01-06-00 1JACK-CLOSED .00 6.0t), 0.00 M2 08 -OD -00. 08-00-00 2x4 2X4 -- 1 JACK -CLOSED 2 Ply 6.00 0.00 M3 060000 08-0000 2X4 2 X 6 6 2.00 0.00 MONO TRUSS M4 054*00 05-0000 2x4 2x4'01-06001 MONOPITCH 1 2.00 0.00 M4G 0300-00 03-00.00 2X4 W01-06-00 COMMON --- 2 6.00 0.00 N1 2410-00 2410-00 2X4 2X4 01-0600 101-0600 - 4 COM 1 6.00 0.00 GON 2410-00 24-10-00 2x4 2x4 01-0fr00 1 Ot-0600 DATE08/10/17 PAGE 5 Non -Itemized QUOTE Estimate ®•r>"`SRT I~~' SNAKE RIVER TRUSS REG. QUOTE DATE / / ORDER# ORDER DATE / / QUOTE # 873215-17 DELIVERY DATE / / CUSTOMER ACCT # 000000105 DATE OF INVOICE / I CUSTOMER PO # ORDERED BY CUTTING INVOICE # TYPE BASE TERMS JOBSITE PHONE # I SALES AREA Rexburg HD J.B. Kay Construction JOB NAME:Zollinger LOT# L14B/ SUBDIV:Pinebrook Estates 'MODEL: TAG: JOB CATEGORY: Residential DELIVERY INSTRUCTIONS: P Greenside loop SPECIAL INSTRUCTIONS: 'o Rexburg, ID BUILDING DEPARTMENT N/A OVERHANG INFq HEEL HEIGHT .2x4 REO.LAYOUTS I REQ. ENGINEERING QUOTE END CUTS RETURN SOUARE 1 NONE NONE LAYOUT GABLE STUDS 241N. OC CUTTING ROOF TRUSSES LOADING ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) Tnu u -TCOL-ec-BCDL STRESS INCR, INFORMATION 35.0,8.0,0.0,8.0 1.15 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT COMMON - `�' 4 6.00 0.00 N2 24-10-00 24-10-00 2x4. W l _ MONOPITCH 2 Ply: 6.00 0.00 - PI GD _ 15-05-08 15-05-08 2x4 2 X-1 0 ITEMS OTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT -IN -16 1 Hanger HGUS210-2. DF Snow 9100# 4 ___ _ Hanger HGUS26 2 j. DF Snow 4875# _ I Hanger HGUS28-2 _ _ _ DFSnow7460# 52 Haner _ HUS26 - Snow 3095# - 22. Hanger- LUS26 � DF Snow 990# _ I Hang_er__ THJA26 - - -DF ACCEPTED BY SELLER ACCEPTED BY BUYER PURCHASER: BY: TITLE: DELIVERY INCLUDED BY: ADDRESS: SUB -TOTAL $18,080.19 TITLE:-- - SALES TAX 6.000% 1,084.81. DATE OF ACCEPTANCE: _ PHONE: _ _._ DATE: _ GRAND TOTAL $19,165.0 Prices are only good for 30 days. All orders will be adjusted for current lumber costs at time of production if beyond 30 days of bid or order date. -■■■■1■�l■■■IiME r- ..i■,, � - ■1�1�1��1111111111 ■I®1— �111�1111 ■I�I�I���11�111�' I■■11■ ■MINNIE■■I■MENIMENINIM! ■MIMMENJll■■M In ■E�I��I■ ■IMMENIMEME I ■I_®i■����■� ME In NEW ■E I� in I■�I'm _ _ ■'� � IIllnllllllllill ■�e.Iilllllllllllnllill�-"�®1_, – , ---■!■nllnilinlllllnll ■I ■■■■I_�,a� �'111111111111111i11111�.11�1 =_ ■I© ■ _I■ ■� _�� �� ■1111■11111111111111111111111111111■11 �I, I® '■� � �� ��� � �� IIA�IIIIIIIIIIIIIIIIIIIIIEa111iI111111111111111II1111111►_.�_ X1111111111111111 Illlllti■� 1111111111111111111�� i, I _ - RENNIE - Roof Plane Hip Lines,190.38 Horizontal Overhang Lines,247.95 Raked Overhang Lines,153.01 Ridge Lines1,125.31 Roof Area,6289.3 Valley Lines,218.91 Estimate.txt Page 1