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HomeMy WebLinkAboutPLANS REDLINED - 21-00154 - 2325 W 860 S - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165 Description : RPR4SF60070130 - New SFRAddress : Record Type : New Single Family ResidenceDocument Filename : SF13B7 - Pricneton Craftsman - Stamped Plans.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00154 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments S1 - Princeton -Craftsman -SitePlan-36x24Sheets.pdf (p.1) Stamp Larry Beesley : Building Open 1 A1 - Elevation.pdf(p.2)Stamp Larry Beesley : Building Open 2 A1 - Elevation.pdf(p.2)Ellipse Larry Beesley : Building Open 2 A1 - Elevation.pdf(p.2)Rectangle Larry Beesley : Building Open 2 A1 - Elevation.pdf(p.2)Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806 A1 - Elevation.pdf(p.2)Free text Larry Beesley : Building Open 2 Roof Trusses (designed according to R802.10.1) 35 # Snow and90 mph winds (Local Conditions) A1 - Elevation.pdf(p.2)Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. New Single Family Residence This plan is engineered and also redlined for cade compliance. A copy of this stamped plan needs to be on the job site at all times for the builders to follow. They need to follow allof the engineering and any redline notes that are place on the plans. Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments A1 - Elevation.pdf(p.2)Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing36" A2 - Elevation.pdf(p.3)Stamp Larry Beesley : Building Open 3 A2 - Elevation.pdf(p.3)Free text Larry Beesley : Building Open 3 Roof Ventilation as per R806 A2 - Elevation.pdf(p.3)Free text Larry Beesley : Building Open 3 Minimum Frost Depth Ground Surface to Bottom of Footing36" A2 - Elevation.pdf(p.3)Free text Larry Beesley : Building Open 3 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. A3 - FTG &FND.pdf (p.4)Stamp Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Free text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Rectangle Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Ellipse Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Free text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" A3 - FTG &FND.pdf (p.4)Ellipse Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Free text Larry Beesley : Building Open 4 2" foam installed from top of the foundation to top of footingIRC N1102.1.2 A3 - FTG &FND.pdf (p.4)Line Larry Beesley : Building Open 4 Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments A3 - FTG &FND.pdf (p.4)Line Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Line Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Free text Larry Beesley : Building Open 4 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl.interior bearing walls) R403.1.6.1 A3 - FTG &FND.pdf (p.4)Line Larry Beesley : Building Open 4 A3 - FTG &FND.pdf (p.4)Line Larry Beesley : Building Open 4 A4 - MAINLEVEL.pdf (p.5)Stamp Larry Beesley : Building Open 5 A5 - SECONDFLOORFRAMING.pdf(p.6) Stamp Larry Beesley : Building Open 6 A6 - SECONDLEVEL.pdf (p.7)Stamp Larry Beesley : Building Open 7 A6 - SECONDLEVEL.pdf (p.7)Free text Larry Beesley : Building Open 7 Attic Access 22"x30" minimum access where attic clear heightexceeds 30" (R807) A6 - SECONDLEVEL.pdf (p.7)Line Larry Beesley : Building Open 7 A7 - ROOF.pdf(p.8)Stamp Larry Beesley : Building Open 8 A7 - ROOF.pdf(p.8)Free text Larry Beesley : Building Open 8 Roof Trusses (designed according to R802.10.1) 35 # Snow and90 mph winds (Local Conditions) A8 -ELECTRICAL.pdf(p.9) Stamp Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 A8 -ELECTRICAL.pdf(p.9) Ellipse Larry Beesley : Building Open 9 D1 - DETAILS.pdf(p.10)Stamp Larry Beesley : Building Open 10 D1 - DETAILS.pdf(p.10)Rectangle Larry Beesley : Building Open 10 D2 - DETAILS.pdf(p.11)Stamp Larry Beesley : Building Open 11 D2 - DETAILS.pdf(p.11)Rectangle Larry Beesley : Building Open 11 D2 - DETAILS.pdf(p.11)Rectangle Larry Beesley : Building Open 11 D3 -DETAILS.pdf(p.12)Stamp Larry Beesley : Building Open 12 SD1 - ENGDETAILS.pdf(p.13) Stamp Larry Beesley : Building Open 13 SD1 - ENGDETAILS.pdf(p.13) Rectangle Larry Beesley : Building Open 13 SD1 - ENGDETAILS.pdf(p.13) Ellipse Larry Beesley : Building Open 13 SD2 - ENGDETAILS.pdf(p.14) Stamp Larry Beesley : Building Open 14 SD2 - ENGDETAILS.pdf(p.14) Ellipse Larry Beesley : Building Open 14 S1 - Princeton -Craftsman -SitePlan-36x24Sheets.pdf (p.1) Stamp Alan Parkinson : P&Z Open 1 Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments S1 - Princeton -Craftsman -SitePlan-36x24Sheets.pdf (p.1) Free text Alan Parkinson : P&Z Open 1 Trees are in the Site Triangle Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 10'-0"x10'-0" CONCRETE PAD 18'-0" WIDE CONCRETE DRIVEWAY CONCRETE WALK WAY HOUSE GARAGE TRE E 11 0 . 0 0 ' 60.00' 11 0 . 0 0 ' 60.00' 11 0 . 0 0 ' 11 0 . 0 0 ' 860 SOUTH LOT: 13 6,600 sq. ft. SIDEWALK PARK STRIPWA T E R SE W E R 12.00 2 0 . 8 3 1 2 . 5 0 1 2 . 5 0 2 0 . 8 3 10.00 10.14 5 5 . 0 0 11.86 5 5 . 0 0 38.00 WIDTH 3 6 . 1 7 D E P T H TRE E 18'-0" WIDE CONCRETE DRIVEWAY CONCRETE WALK WAY GARAGE 6. 0 0 7.50 SHEET NUMBER: S1 S1 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 SI T E P L A N Trees are in the Site Triangle xxx 6' - 0 " xxx xxx PRINCETON CRAFTSMAN INSULATION VALUES & WINDOWS GARAGE ON ALL HOMES SHEET NUMBER: A1 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 EL E V A T I O N Roof Ventilation as per R806 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Minimum Frost Depth Ground Surface to Bottom of Footing 36" PRINCETON CRAFTSMAN SHEET NUMBER: A2 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 EL E V A T I O N Roof Ventilation as per R806 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. F-20F-20 F-20 F-20 F-20F-20 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 1 6 S-36 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 0 S T H D 1 4 S T H D 1 4 S T H D 1 4 S T H D 1 4 F-20 STH D 1 0 ST H D 1 0 STH D 1 0 STH D 1 0 PRINCETON CRAFTSMAN SHEET NUMBER: A3 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 FO O T I N G & FO U N D A T I O N 03/08/2021 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" 2" foam installed from top of the foundation to top of footing IRC N1102.1.2 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 HVAC HVAC H.T.R T.P.H. 2x 6 W A L L P L U M B I N G RA N G E SINK DI S H . ST D . O V E R H A N G DR A W . GAS SW-3 SW-3 SW-3 SW-3 SW-1 SW-1 SW-1 SW - 1 SW - 1 SW - 1 SW - 1 STANDARD NOTES 1,113 sq. ft. 733 sq. ft. 1,856 sq. ft. SQUARE FOOTAGE AREA SECOND LEVEL MAIN LEVEL TOTAL FINISHED GARAGE 446 sq. ft. UTILITY ROOM 30 sq. ft. PRINCETON CRAFTSMAN SHEET NUMBER: A4 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 MA I N L E V E L 03/08/2021 FB-8 FB-3 FB-4 21'-5 1/2" LENGTH OF BEAMA FB-5 FLUSH W/ JOIST 28 ' - 1 0 " 5' - 1 1 1 / 4 " 29 ' - 5 1 / 2 " 12 ' - 3 3 / 4 " 19 ' - 0 1 / 2 " FB-12 FB-11 (8) J1 (2) J2 C FB-6 B FB-2 FB-9 FLUSH (2) J4 FB-10 FLUSH FB-13 (13) J3 FB-7 FB-1 D (1) J5 DOUBLE JOIST ON TOP OF WALL STRAP BEAM TO TOP PLATES W/ HORIZONTAL CSD16X24 4' - 0 " 5 1 / 8 " TJI - 11 7/8" 210 @ 19.2" O.C. 1'-7 3/16" J1: J2: J3: J4: J5: PRINCETON CRAFTSMAN SHEET NUMBER: A5 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 SE C O N D F L O O R FR A M I N G 03/08/2021 F F F BC A A H. T . R T. P . H . H.T.R T. P . H . D SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW - 1 SW - 1 SW - 1 STANDARD NOTES PRINCETON CRAFTSMAN SHEET NUMBER: A6 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 SE C O N D L E V E L 03/08/2021 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) RB-3 RB-2 4.5:12 PITCH RB-1 RB-5 RB-4 7: 1 2 P I T C H RB-10 RB-11 RB-12 RB-8 RB-7 RB-6 RB - 9 7:12 PITCH PRINCETON CRAFTSMAN SHEET NUMBER: A7 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 RO O F F R A M I N G 03/08/2021 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) RA N G E SINK DI S H . DR A W . GAS LOW VOLTAGE LOCATION ABOVE SHELF NOTE: ADD OUTLET IN ATTIC NEXT RADON PIPE FOR RADON SYSTEM AB O V E T O P O F S H E L F "6 ' - 8 " F O R R A M B L E R S " "5 ' - 5 " F O R T W O S T O R I E S " PRINCETON CRAFTSMAN SHEET NUMBER: A8 A8 1/ 4 " = 1 ' - 0 " S C A L E ( F U L L S I Z E 2 4 " x 3 6 " P A P E R ) 1/ 8 " = 1 ' - 0 " S C A L E ( H A L F S I Z E 1 1 " x 1 7 " P A P E R ) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 EL E C T R I C A L L A Y O U T INSULATION VALUES & WINDOWS GARAGE ON ALL HOMES SHEET NUMBER: D3 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 DE T A I L S D1 SEE ENGINEERING NOTES AND DETAILS IF ADDITIONAL ITEMS ARE NEED FOR OPENINGS SHEET NUMBER: D3 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 DE T A I L S D2 B36 B2 1 D2 4 B C 3 6 W2 1 W3 0 RA N G E SINK DI S H . DR A W E R S W39 1" F I L L E R REF. W C 2 4 BD 2 4 W36 W2 7 BC3 6 B1 5 ST D . O V E R H A N G "C" "B" MICRO. RANGE SINK A D C B DRAWERS PENINSULA 36" UPPERS 36" UPPERS 36" UPPERS B12 DISH. HVAC "A" REF. MIN. 40" OPENING PANTRY MIN. 40" OPENING "D" SHEET NUMBER: D3 D3 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: SF13B7 WW W . K A R T C H N E R H O M E S . C O M © 2 0 1 2 K a r t c h n e r H o m e s , I n c . A l l f l o o r p l a n s an d e l e v a t i o n s a r e c o n c e p t u a l o n l y a n d s h o u l d no t b e v i e w e d a s a a c t u a l r e p r e s e n t a t i o n o f co m p l e t e d h o u s e . T h e u s e o f t h e s e p l a n s , el e v a t i o n s a n d r e n d e r i n g l i m i t e d t o K a r t c h n e r Ho m e s , I n c . R e - u s e , r e p r o d u c t i o n , o r p u b l i c a t i o n by a n y m e t h o d , i n w h o l e o r i n p a r t , i s s t r i c t l y pr o h i b i t e d . S u b j e c t t o c h a n g e w i t h o u t n o t i c e . KA R T C H N E R H O M E S 10 7 5 S . U T A H A V E ST E 1 0 0 ID A H O F A L L S , I D 8 3 4 0 2 (2 0 8 ) 5 2 9 - 2 1 1 6 PR I N C E T O N C R A F T S M A N SU M M E R F I E L D S U B D . BL O C K : 7 , L O T : 1 3 RE X B U R G , I D 8 3 4 4 0 DE T A I L S ST R U C T U R A L DE T A I L S SHEET NUMBER: SD1 SD2 SH E E T N A M E : 03/08/2021 ST R U C T U R A L DE T A I L S SHEET NUMBER: SD2 SD2 SH E E T N A M E : 03/08/2021