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HomeMy WebLinkAboutALL DOCUMENTS - 16-00207 - 577 Pheasant Run Cir - SFRCertificate of Occupancy City of Rigby 158 West Fremont Avenue / Rigby, ID. 83442 Phone (208) 359-3020 / Fax (208) 359-3022 Building Permit No: Applicable Addition of Code: Site Address: Use and Occupancy: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 16-00207 IRC 2012 Stoker Const 577 Pheasant Run Cir - SFR N/A STOKER CONTRACTING, INC. 215 N 5th W Rigby, ID 83442 STOKER CONTRACTING, INC. Residential, one-and two-family = 1,547.00 sq. ft. Utility, miscellaneous = 836.00 sq. ft. Unfinished basement (all use group) = 1,435.00 sq. ft. This Certificate, issued persuant to the requirements of Section 109 of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: _____ / _______ / ______ C.O. Issued by: __________________________ Building Inspector: __________________________ There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the building Official has reviewed and approved said future changes. Mechanical Inspector: Fire Alarm: Plumbing Inspector: Fire Dept./Sprinkler: Electrical Inspector: P&Z/Public Works: No 10 4 16 N/A N/A N/A N/A N/A THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY City of Rexburg - Community Development - 35 North 1st East - Rexburg, Id 83440 - Office (208) 372-2341 THIS BUILDING PERMIT MUST BE ON THE JOB SITE FOR ALL INSPECTIONS Building Permit Permit Number: 16-00207 For the construction of: 577 Pheasant Run Cir - SFR Applicant: Job Address: Stoker Const General Contractor: Permit Type: Building - Single Family Residence This permit issued is subject to the regulations contained in the Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this Permit does not allow an Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved Issued By Building Inspector Notice! 1) A complete set of approved drawings along with the permit must be kept on the premises during construction. 2) The permit will become null and void in the event of any deviation from the accepted drawings. 3) No foundation stuctural, electrical, nor plumbing work shall be concealed without approval. 24 Hour Notice and permit required to make inspection appointments For Inspections Call Inspection Hotline at (208) 372-2344 STOKER CONTRACTING, INC. STOKER CONTRACTING, INC. 3 / 15 / 16 Layout Material List Report City Customer Street Address 2 Street Address 1 Job: STOKER LINKIN RES State Level: Foundation Plot ID Length Product Plies Net Qty Products 8111 7/8" TJI® 11044'0"0B44' 2111 7/8" TJI® 11042'0"0B42' 1111 7/8" TJI® 11030'0"0B30' 15111 7/8" TJI® 11028'0"0B28' 1111 7/8" TJI® 11024'0"0B24' 2111 7/8" TJI® 11022'0"0B22' 5111 7/8" TJI® 11020'0"0B20' 9111 7/8" TJI® 11012'0"0B12' 111 3/4" x 11 7/8" 1.9E Microllam® LVL18'0"0M1 111 3/4" x 11 7/8" 1.9E Microllam® LVL12'0"0M2 221 3/4" x 9 1/2" 1.9E Microllam® LVL4'0"0M3-2 111 1/4" x 11 7/8" 1.3E TimberStrand® LSL16'0"0TSCa1 1311 1/8" x 11 7/8" TJ® Rim Board16'0"0STCa1 Product Top NailsFace Nails Member NailsQty Framing Connector Summary PlotID Manuf Skew Slope Bk Blks Web StiffFiller H1 Simpson -- No4- 10d x 1-1/22- 10d x 1-1/2 -ITS1.81/11.88 No9No H2 Simpson -- No-16- 10d x 1-1/2 2- 10d x 1-1/2MIU1.81/9 No1No Plot ID Length Product Plies Net Qty Accessories 50123/32"x48"x96" Weyerhaeuser Edge Panel (0/24) T&G FF 0 Plot ID Length Product Plies Net Qty Blocking 5111 7/8" TJI® 1102'0"0BBk1 Page 1 of 12/29/2016 12:39:26 PM (†) User modified item. 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LE V E L N O T E S Cu r r e n t D a t e : 2/ 2 9 / 2 0 1 6 Fi l e N a m e : ST O K E R L I N K I N R E S . j v l Le v e l N a m e : Fo u n d a t i o n TJ - P r o R a t i n g ( W e i g h t e d A v e r a g e ) : 49 Mi n i m u m L e v e l T J - P r o R a t i n g & J o i s t : TJ - P r o r a t i n g = 4 0 , j o i s t = B 4 4 ' ( i 2 9 ) Ma x i m u m L e v e l T J - P r o R a t i n g & J o i s t : TJ - P r o r a t i n g = 7 4 , j o i s t = B 1 2 ' ( i 3 7 ) Bu i l d i n g C o d e - D e s i g n M e t h o d o l o g y : IB C 2 0 0 9 FL O O R Fl o o r C o n t a i n e r : FC 1 Us e / O c c u p a n c y : Re s i d e n t i a l L i v i n g A r e a s Fl o o r A r e a L o a d i n g i s : 40 . 0 l b / f t ² L i v e L o a d & 1 2 . 0 l b / f t ² D e a d L o a d Ma x i m u m A l l o w e d D e f l e c t i o n : L/ 4 8 0 L i v e L o a d & L / 2 4 0 T o t a l L o a d TJ - P r o R a t i n g I n f o r m a t i o n : We i g h t e d A v e r a g e : 49 Di r e c t l y A p p l i e d C e i l i n g : No n e De c k i n g A t t a c h m e n t : Gl u e a n d N a i l De c k i n g M a t e r i a l : 23 / 3 2 " x 4 8 " x 9 6 " W e y e r h a e u s e r E d g e P a n e l ( 0 / 2 4 ) T & G F F Pe r p e n d i c u l a r P a r t i t i o n : No St r a p p i n g a t m a x 8 ' o . c . : No n e Bl o c k i n g a t m a x 8 ' o . c . : No Po u r e d F l o o r i n g : No Fr a m i n g C o n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t D e s i g n M e t h o d F a c e N a i l s T o p N a i ls M e m b e r N a i l s S k e w S l o p e B a c k e r B l k s F i l l e r W e b S t i f f H1 9 S i m p s o n I T S 1 . 8 1 / 1 1 . 8 8 D e s i g n e d 2 - 1 0 d x 1 - 1 / 2 4 - 1 0 d x 1 - 1 / 2 - - - N o N o N o H2 1 S i m p s o n M I U 1 . 8 1 / 9 D e s i g n e d 1 6 - 1 0 d x 1 - 1 / 2 - 2 - 1 0 d x 1 - 1 / 2 - - N o N o N o Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y B4 4 ' 4 4 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 8 B4 2 ' 4 2 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 2 B3 0 ' 3 0 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 1 B2 8 ' 2 8 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 1 5 B2 4 ' 2 4 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 1 B2 2 ' 2 2 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 2 B2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 5 B1 2 ' 1 2 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 9 M1 1 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 9 E M i c r o l l a m ® L V L 1 1 M2 1 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 9 E M i c r o l l a m ® L V L 1 1 M3 - 2 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 9 E M i c r o l l a m ® L V L 2 2 TS C a 1 1 6 ' 0 " 1 1 / 4 " x 1 1 7 / 8 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 1 ST C a 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 3 Ac c e s s o r i e s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y 23 / 3 2 " x 4 8 " x 9 6 " W e y e r h a e u s e r E d g e P a n e l ( 0 / 2 4 ) T & G F F 1 5 0 Bl o c k i n g Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y BB k 1 2 ' 0 " 1 1 7 / 8 " T J I ® 1 1 0 1 5 E1 B1 A3 A3 A3A3 A3 A3 A3 A3 A3 M 1 M2 M3 - 2 B 4 4 ' B 4 4 ' B 4 4 ' B 4 4 ' B 4 4 ' B 4 4 ' B 4 4 ' B 4 4 ' B 4 2 ' B 4 2 ' B 1 2 ' B 2 8 ' B 1 2 ' B 2 8 ' B 1 2 ' B 2 0 ' B 1 2 ' B 2 0 ' B 1 2 ' B 2 0 ' B 1 2 ' B 2 0 ' B 1 2 ' B 2 2 ' B 1 2 ' B 2 2 ' B30'B28'B28'B28'B28'B28'B28'B28'B28'B28'B28'B28'B28'B28' H 1 H 1 H2 S T C a 1 S T C a 1 T S C a 1 TSCa1STCa1 STCa1 STCa1 S T C a 1 S T C a 1 ST C a 1 ST C a 1 TS C a 1 STCa1STCa1 STCa1 STCa1 ST C a 1 ST C a 1 S T C a 1 ST C a 1 BB k 1 H 1 H 1 B 2 0 ' H 1 H 1 H 1 H 1 H 1 B 1 2 ' B24'Customer:Job Name:Plan/Model #:Address//Lot:City, State:Job #:Subdivision:Scale:Prepared By:Sheet:1 of 1 A c o m p l e t e J a v e l i n ® f r a m i n g p l a n r e q u i r e s t h e F r a m e r ' s P o c k e t G u i d e Se e t h e F r a m e r ' s P o c k e t G u i d e f o r P r o d u c t T r a d e m a r k In f o r m a t i o n Drawn By:Checked By:Release Date:Revision Date: La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u lt i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. A l l b l o c k i n g , h a n g e r s , r i m b o a r d s a n d r i m j o i s t s a t t h e e n d s u p p o r t s o f t h e T J I ® jo i s t s m u s t b e c o m p l e t e l y i n s t a l l e d a n d p r o p e r l y n ail e d . 2. L a t e r i a l s t r e n g t h , l i k e b r a c e d e n d w a l l o r a n e x is t i n g d e c k , m u s t b e e s t a b l i s h e d a t t h e e n d s o f t h e b a y . T h i s c a n a l s o b e ac c o m p l i s h e d b y a t e m p o r a r y o r p e r m a n e n t d e c k ( s h e a th i n g ) f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a ( a s i n n o t e 2 ) a n d t o e a c h j o i s t . Wi t h o u t t h i s b r a c i n g , b u c k l i n g s i d e w a y s o r r o l l o v e r is h i g h l y p r o b a b l e u n d e r l i g h t c o n s t r u c t i o n l o a d s - s u c h a s a w o r k e r o r on e l a y e r o f u n n a i l e d s h e a t h i n g . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o th t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n 1 / 2 " f r o m t r u e a l i g n m e n t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® j o i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . WA R N I N G N O T E S : WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Bl o c k i n g Ha n g e r s Sh e a t h i n g Rim B o a r d St r u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , i L e v e l ®, M i c r o l l a m ®, P a r a l l a m ®, S i l e n t F l o o r ®, T i m b e r S t r a n d ®, T J I ®, T J ® a n d T r u s J o i s t ® a r e re g i s t e r e d t r a d e m a r k s o f W e y e r h a e u s e r N R . © 2 0 1 2 W e ye r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . *Co n v e n t i o n a l c o n s t r u c t i o n c o d e m i n i m u m f o r u s e wit h A 3 o n l y . S e e t h e W e y e r h a e u s e r T J I ® Sp e c i f i e r ' s G u i d e , # T J - 4 0 0 0 , f o r A 3 . 1 - A 3 . 3 in s t a l l a t i o n s p e c i f i c a t i o n s a n d a p p l i c a t i o n s . Pl a t e n a i l - 1 6 d ( 0 . 1 3 5 " x 3 1 2 ") at 1 6 " o n - c e n t e r * Fl o o r p a n e l n a i l - 8 d ( 0 . 1 3 1 " x 2 1 2 ") a t 6 " o n - c e n t e r * To e n a i l - 1 0 d ( 0 . 1 3 1 " x 3 " ) at 6 " o n - c e n t e r * 11 4 " T i m b e r S t r a n d ® LS L o r 1 1 8 " T J ® r i m b o a r d . * Wh e n s h e a t h i n g t h i c k n e s s e x c e e d s 7 8 ", tr i m s h e a t h i n g t o n g u e a t r i m b o a r d A3 A3 . 2 A3 . 1 A 3 . 3 Lo a d b e a r i n g o r s h e a r w a l l a b o v e (m u s t s t a c k o v e r w a l l b e l o w ) Blo c k i n g p a n e l We b s t i f f e n e r s re q u i r e d e a c h s i d e a t B1 W a n d B 2 W B2 B1 B1 W B2 W 1 16 " 2x 4 m i n i m u m sq u a s h b l o c k s Bl o c k i n g p a n e l s m a y be r e q u i r e d w i t h sh e a r w a l l s a b o v e o r be l o w - s e e d e t a i l B 1 IR C 5 0 2 - 7 r e q u i r e s l a t e r a l r e s t r a i n t ( b l o c k i n g ) a t all in t e r m e d i a t e s u p p o r t s i n S e i s m i c D e s i g n C a t e g o r i e s D0 , D 1 , a n d D 2 t o s t r e n g t h e n t h e f l o o r d i a p h r a g m . Us e 2 x 4 m i n i m u m s q u a s h b l o c k s t o tr a n s f e r l o a d a r o u n d T J I ® j o i s t CS Lo a d f r o m a b o v e 2x 4 m i n i m u m sq u a s h b l o c k s 1 16 " Bl o c k i n g pa n e l En d o f j o i s t s at c e n t e r l i n e of s u p p o r t B4 Lo a d b e a r i n g o r s h e a r w a l l ab o v e ( m u s t s t a c k o v e r wa l l b e l o w w h e n p r e s e n t ) These placement plans have been developed for the specification of products based on project information provided. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building code. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project. OVERHANG INFO HEEL HEIGHT GABLE STUDS 2x4 24 IN. OC END CUT RETURN SQUARE REQ. ENGINEERING NONE REQ. LAYOUTS NONE QUOTE LAYOUT CUTTING DATEBY SHIP TO , Valued Customer / Cash SaleSOLD TO SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # 000000001 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE B1680-15 Grasmick Idaho Falls / / PAGE 1 SPECIAL INSTRUCTIONS: DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Scott Stoker / Linkin Job BUILDING DEPARTMENT N/A JOB CATEGORY:Residential LOT #SUBDIV: DATE11/20/15 Rigby, ID Scott Stoker / Linkin Job Non-Itemized QUOTE Estimate WTG 11/20/15 / / / / QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOT IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 30.0,7.0,0.0,7.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY LEFT RIGHT STUBO/ABASE SPAN A01 1 6.00 0.00 32-10-00 2x4 2 X 6 HIP GIRDER 2 Ply 32-10-00 A026.00 0.00 32-10-00 2x4 2x4 HIP 1 32-10-00 A036.00 0.00 33-01-00 01-06-002x42x4 HIP 1 33-01-00 A046.00 0.00 33-01-00 01-06-002x42x4 HIP 1 33-01-00 A056.00 0.00 33-01-00 01-06-002x42x4 HIP 1 33-01-00 A066.00 0.00 33-04-00 01-06-00 01-06-002x42x4 COMMON 2 33-04-00 A076.00 0.00 33-04-00 01-06-00 02-06-002x42x4 COMMON 2 33-04-00 A086.00 0.00 26-06-00 02-06-002x42x4 ROOF 2 26-06-00 A096.00 0.00 26-06-00 01-06-002x42x4 ROOF 2 26-06-00 A106.00 0.00 23-06-00 2x4 2x4 COMMON 7 23-06-00 A11G6.00 0.00 23-06-00 2x4 2 X 6 GABLE 1 23-06-00 B16.00 0.00 33-02-00 01-06-00 01-06-002x42x4 COMMON 3 33-02-00 B1G6.00 0.00 33-02-00 01-06-00 01-06-002x42x4 GABLE 1 33-02-00 B26.00 0.00 33-02-00 01-06-002x42x4 COMMON 6 33-02-00 B36.00 0.00 19-00-00 01-06-002x42x4 COMMON 4 19-00-00 B4-6.00 0.00 19-00-00 01-06-002x42x4 HALF HIP 1 19-00-00 B5G-6.00 0.00 19-00-00 01-06-002x42x4 HALF HIP 1 19-00-00 C16.00 0.00 20-02-00 01-06-00 01-06-002x42x4 COMMON 1 20-02-00 C1G6.00 0.00 20-02-00 01-06-00 01-06-002x42x4 COMMON 1 20-02-00 OVERHANG INFO HEEL HEIGHT GABLE STUDS 2x4 24 IN. OC END CUT RETURN SQUARE REQ. ENGINEERING NONE REQ. LAYOUTS NONE QUOTE LAYOUT CUTTING DATEBY SHIP TO , Valued Customer / Cash SaleSOLD TO SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # 000000001 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE B1680-15 Grasmick Idaho Falls / / PAGE 2 SPECIAL INSTRUCTIONS: DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Scott Stoker / Linkin Job BUILDING DEPARTMENT N/A JOB CATEGORY:Residential LOT #SUBDIV: DATE11/20/15 Rigby, ID Scott Stoker / Linkin Job Non-Itemized QUOTE Estimate WTG 11/20/15 / / / / QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOT IDPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 30.0,7.0,0.0,7.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) PLY LEFT RIGHT STUBO/ABASE SPAN D16.00 0.00 16-08-00 01-06-00 01-06-002x42x4 COMMON 4 16-08-00 D1G6.00 0.00 16-08-00 01-06-00 01-06-002x42x4 COMMON 1 16-08-00 D2 1 6.00 0.00 16-08-00 01-06-002x42 X 6 COMMON 2 Ply 16-08-00 E16.00 0.00 13-06-00 02-00-00 02-00-002x42x4 COMMON 1 13-06-00 E1G6.00 0.00 13-06-00 01-06-00 01-06-002x42x4 COMMON 1 13-06-00 E2 1 6.00 0.00 13-06-00 2x4 2 X 6 COMMON 2 Ply 13-06-00 F1G6.00 0.00 11-02-00 01-06-00 01-06-002x42x4 COMMON 1 11-02-00 F2 1 6.00 0.00 11-02-00 01-06-002x42 X 6 COMMON 2 Ply 11-02-00 F36.00 0.00 08-00-00 01-06-002x42x4 COMMON 3 08-00-00 G16.00 0.00 09-07-00 01-06-08 00-02-0801-06-00 01-06-002x42x4 COMMON 2 09-07-00 G1G6.00 0.00 09-07-00 02-00-00 00-02-0801-06-00 01-06-002x42x4 GABLE 1 09-07-00 G26.00 0.00 08-00-08 00-02-082x42x4 COMMON 2 08-00-08 HF-A13.42 0.00 17-04-00 2x4 2x4 LAY-IN GABLE 1 17-04-00 HF-B13.42 0.00 06-02-00 2x4 2x4 LAY-IN GABLE 1 06-02-00 J16.00 0.00 08-00-00 01-06-002x42x4 JACK-CLOSED 13 08-00-00 FT-IN-16 ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES ITEMS HGUS26-2Hanger2 DF Snow 4875# OVERHANG INFO HEEL HEIGHT GABLE STUDS 2x4 24 IN. OC END CUT RETURN SQUARE REQ. ENGINEERING NONE REQ. LAYOUTS NONE QUOTE LAYOUT CUTTING DATEBY SHIP TO , Valued Customer / Cash SaleSOLD TO SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / / /ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # 000000001 ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE B1680-15 Grasmick Idaho Falls / / PAGE 3 SPECIAL INSTRUCTIONS: DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: Scott Stoker / Linkin Job BUILDING DEPARTMENT N/A JOB CATEGORY:Residential LOT #SUBDIV: DATE11/20/15 Rigby, ID Scott Stoker / Linkin Job Non-Itemized QUOTE Estimate WTG 11/20/15 / / / / FT-IN-16 ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES ITEMS HUS26Hanger12 DF Snow 3095# LUS26Hanger21 DF Snow 990# ACCEPTED BY BUYER PURCHASER: BY:TITLE: ADDRESS: PHONE:DATE: ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: SUB-TOTAL GRAND TOTAL SALES TAX 6.000% DELIVERY $309.00 $5,150.00 $5,459.00 INCLUDED