Loading...
HomeMy WebLinkAboutPLANS REDLINE - 20-00321 - 651 S 2400 W Units 21101-21105 - Summerfield Townhomes - 5 UnitsAuthor Name Author Email Author Phone No.: Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165 Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Description : 629-647 S 2400 W - Summerfield Townhomes - Bldg AAddress : 639 S 2400 WRecord Type : New Single Family ResidenceDocument Filename : SF - 5-plex - Stamped Eng Plans Master - 4-20-2020.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 20-00319 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments A1 - Elevation Free text Larry Beesley : Building Open 1 Footing Depth (36" below finished grade and 12" belowundisturbed soil; 18" to top of slab - interior) A1 - Elevation Free text Larry Beesley : Building Open 1 Roof Ventilation as per R806 A1 - Elevation Free text Larry Beesley : Building Open 1 Typical A2 - Elevation Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806 A2 - Elevation Free text Larry Beesley : Building Open 2 Foundation walls w/ rebar (city ordinance) A2 - Elevation Free text Larry Beesley : Building Open 2 Typical A3 - Elevation Free text Larry Beesley : Building Open 3 Grading slope away from house. R401.3 A3 - Elevation Free text Larry Beesley : Building Open 3 Roof Ventilation as per R806 A4 - FTG & FND Free text Larry Beesley : Building Open 4 Typical A5 - MAIN LEVEL Free text Larry Beesley : Building Open 5 Typical A7 - SECONDLEVEL Callout Larry Beesley : Building Open 7 Draft stop every 10' maximum in th air space. Typical New Single Family Residence Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) X X X X X X X X X X X X X X X A/C A/C A/C SUMMFIELD 5-PLEX TOWNHOMES TOTAL FINISHED PER UNIT SQUARE FOOTAGE AREA MAIN LEVEL 526 Sq. Ft. GARAGE 444 Sq. Ft. UNIT: A 1,350 Sq. Ft. SECOND LEVEL 871 Sq. Ft.824 Sq. Ft. UNIT: B 1,397 Sq. Ft. 444 Sq. Ft. 526 Sq. Ft. A6 A5 A4 A3 A2 A1 PAGE#DESCRIPTION: ELEVATION D2 D1 A9 A8 A7 INDEX FOOTING & FOUNDATION PLAN D3 MAIN LEVEL D4 D5 ROOF FRAMING MAIN LEVEL ELECTRICAL TYPICAL DETAILSELEVATION SECOND FLOOR FRAMING SECOND LEVEL SECOND LEVEL ELECTRICAL KITCHEN LAYOUT FOUNDATION & FOOTING DETAILS SD1 ENGINEERING DETAILS SD2 ENGINEERING DETAILS PAGE#DESCRIPTION: CROSS SECTION FRAMING DETAILSD6 FRAMING DETAILS ELEVATION = SIDE ELEVATIONS THAT FACE ROADS AND OPEN SPACE A10 VENT LAYOUTA11 D7 TYPICAL DETAILS SHEET NUMBER: A1 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 RE X B U R G , I D 8 3 4 4 0 EL E V A T I O N Footing Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab - interior) Roof Ventilation as per R806 Typica l XXX XXX XXX XXX XXX SHEET NUMBER: A2 A71/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 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 Foundation walls w/ rebar (city ordinance) Typical 9' - 0 " 9' - 0 " SHEET NUMBER: A3 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 RE X B U R G , I D 8 3 4 4 0 EL E V A T I O N Grading slope away from house. R401.3 Roof Ventilation as per R806 F-20 F-20 F-20 F-20 F-20 F-20 F-20 F-20 F-20 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 2 0 F- 1 6 F- 1 6 F- 1 6 F-16 F-16 F-16 S T H D 1 4 CONCRETE PORCH S-48 48"SQ. x 10" DEEP DEEP SPOT FTG. W/ (6) #4 BARS E.W. S-48 48"SQ. x 10" DEEP DEEP SPOT FTG. W/ (6) #4 BARS E.W. 54"x72"x10" DEEP SPOT FTG. W/ #4 BARS #8 O.C. E.W. 54"x72"x10" DEEP SPOT FTG. W/ #4 BARS #8 O.C. E.W. S T H D 1 4 S T H D 1 4 S T H D 1 4 ST H D 1 4 ST H D 1 4 S T H D 1 4 S T H D 1 4 ST H D 1 4 ST H D 1 4 CONCRETE PORCH F-20 F- 2 0 F- 2 0 F- 1 6 F-16 54"x72"x10" DEEP SPOT FTG. W/ #4 BARS #8 O.C. E.W. F-20 F- 2 0 F- 2 0 F- 1 6 F-16 54"x72"x10" DEEP SPOT FTG. W/ #4 BARS #8 O.C. E.W. S T H D 1 4 S T H D 1 4 ST H D 1 4 ST H D 1 4 S T H D 1 4 S T H D 1 4 ST H D 1 4 ST H D 1 4 ST H D 1 4 ST H D 1 4 F- 1 6 F-16 F- 1 6 F-16 FRAME EDGE OF SLAB 8" SEE DETAIL "11" PAGE "D5" FRAME EDGE OF SLAB 8" SEE DETAIL "11" PAGE "A13" FRAME EDGE OF SLAB 8" SEE DETAIL "11" PAGE "D5" CONCRETE PORCH NOTE: SEE PAGE D5 FOR MORE FOUNDATION DETAILS 11" SHEET NUMBER: A4 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 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 4/16/20 Typical SW-1 SW-1 SW-1 SW-1 SW-1 SW - 1 SW - 1 SW - 1 SW - 1 SW - 1 SW - 1 SW-1 SW-1 SW-1 3 1/2"x7" PSL OR 3" STD STEEL POST 3 1/2"x7" PSL OR 3" STD STEEL POST3 1/2"x7" PSL OR 3" STD STEEL POST 3 1/2"x7" PSL OR 3" STD STEEL POST UP 1 6 RI S E R S UP 1 6 RI S E R S UP 1 6 RI S E R S 1 1 1 2 2 2 UP 1 6 RI S E R S 1 2 UP 1 6 RI S E R S 1 2 GAS LINE GA S LIN E GA S LIN E GA S LIN E GAS LINE (5) 2x4 (5) 2x4(5) 2x4 (5) 2x4 (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS 2x6 WALL FOR MAIN SHUT OFF VALVE FOR PLUMBING & DRAIN FOR WATER SOFTNER SW - 1 SHEAR WALL ON THIS SIDE OF GARAGE SW - 1 SW - 1 SHEAR WALL ON THIS SIDE OF GARAGE SW - 1 SW - 1 SHEAR WALL ON THIS SIDE OF GARAGE SW - 1 SW - 1 SHEAR WALL ON THIS SIDE OF GARAGE SW - 1 9 D7 9 D7 9 D79 D7 9 D7 1' - 5 " 1' - 5 " 1' - 5 " 1' - 5 " 2x6 WALL FOR MAIN SHUT OFF VALVE FOR PLUMBING & DRAIN FOR WATER SOFTNER 2x6 WALL FOR MAIN SHUT OFF VALVE FOR PLUMBING & DRAIN FOR WATER SOFTNER 2x6 WALL FOR MAIN SHUT OFF VALVE FOR PLUMBING & DRAIN FOR WATER SOFTNER 2x6 WALL FOR MAIN SHUT OFF VALVE FOR PLUMBING & DRAIN FOR WATER SOFTNER SW-1 SW-1 INSULATION VALUES & WINDOWS GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE STEEL STUDS:H-STUD 25 GA., 2 IN. DEEP BY 1-3/8 IN. WIDE, SPACED MAX. 24 IN. O.C. GYPSUM BOARD:TWO LAYERS OF 1 IN. THICK BY NOM. 2 FT. WIDE GYPSUM LINER PANELS FRICTION FIT. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. FIRE RATING:2 HOUR STC:46 ASSEMBLY: AREA SEPARATION WALL: WOOD STUDS (NON-LOAD-BEARING) U336 ASW 1000 2-HOUR FIRE WALL USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS U336 ASW 1000 2-HOUR FIRE WALL U336 ASW 1000 2-HOUR FIRE WALL NOTE: SEE PAGE D2 & D3 FOR HARDWARE LOCATIONS IN BATHROOMS SHEET NUMBER: A5 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 RE X B U R G , I D 8 3 4 4 0 MA I N L E V E L 4/16/20 Typical FB-8 FLUSH FB-2 FB-6FB-7 FB - 5 8 1/4"START JOIST 8' - 9 1 / 4 " 16 ' - 9 3 / 4 " 7'- 4 3 / 4 " FB-1 FLUSH FB - 5 FB-6 FB-7 1'-1" START JOIST 18 ' - 6 " 26 ' - 5 " 27 ' - 5 " DO U B L E J O I S T FB-1 FLUSH FB-2 FB-6 FB-7 6 1/4" (9) J3 8' - 9 1 / 4 " 16 ' - 9 3 / 4 " 7'- 4 3 / 4 " 18 ' - 6 " 26 ' - 5 " 27 ' - 5 " DO U B L E J O I S T 41 ' - 1 1 1 / 2 " 23 ' - 1 1 1 / 4 " 6'- 9 1 / 4 " 14 ' - 9 3 / 4 " (3) 2x4 UNDER BEAM (3) 2x4 UNDER BEAM 15 ' - 9 3 / 4 " DO U B L E J O I S T 6 1/2"START JOIST 11" START JOIST MST37 STRAP MST37 STRAP MST37 STRAP FB-8 FLUSH FB-6FB-7 FB - 5 FB-1 FLUSH FB-6 FB-7 8' - 9 1 / 4 " 16 ' - 9 3 / 4 " 7'- 4 3 / 4 " 18 ' - 6 " 26 ' - 5 " 27 ' - 5 " DO U B L E J O I S T 41 ' - 1 1 1 / 2 " 23 ' - 1 1 1 / 4 " 6' - 9 1 / 4 " 14 ' - 9 3 / 4 " (3) 2x4 UNDER BEAM (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS DO U B L E J O I S T 6 1/2" START JOIST MST37 STRAP MST37 STRAP MST37 STRAP START JOIST (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS 15 ' - 9 3 / 4 " (9) J3 (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS3 1/2"x7" PSL OR 3" STD STEEL POST 3 1/2"x7" PSL OR 3" STD STEEL POST (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (15) J6 3 1/2"x7" PSL OR 3" STD STEEL POST 3 1/2"x7" PSL OR 3" STD STEEL POST (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS (5) 2x4 UNDER POINT LOAD FROM GIRDER TRUSS 11 7/8" TJI 210 @ 19.2" O.C. (9) J3 FB-2 FB-4 FLUSH SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING SLOPED CEILING(1) J5 7' - 0 " 7'- 0 " 7'- 0 " 7'- 0 " 7'- 0 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " 2' - 4 " START JOIST 11" 6 1/4" 11 7/8" TJI 210 @ 16" O.C. (15) J6 (11) J9(2) J8 11 7/8" TJI 210 @ 16" O.C. 11 7/8" TJI 210 @ 19.2" O.C. (3) J4 FB-4 FLUSH (1) J7 DBL. JOIST (1) J5 HAVE TOP OF BEAM FLUSH W/ TOP PLATES SEE DETAIL "A" FB-3 11 7/8" TJI 210 @ 19.2" O.C. (2) J1 (2) J2 FB-2 FB-4 FLUSH HAVE TOP OF BEAM FLUSH W/ TOP PLATES SEE DETAIL "A" FB-3 (2) J10 FB-4 FLUSH (1) J11 DBL. JOIST FB-4 FLUSH (3) J4 (1) J7 DBL. JOIST HAVE TOP OF BEAM FLUSH W/ TOP PLATES SEE DETAIL "A" FB-3 FB-4 FLUSH FB - 5 11 7/8" TJI 210 @ 19.2" O.C. (2) J1 (2) J2 START JOIST (11) J9(2) J8 FB-4 FLUSH FB-3 HAVE TOP OF BEAM FLUSH W/ TOP PLATES SEE DETAIL "A" (2) J10 FB-4 FLUSH (1) J11 DBL. JOIST (1) J7 DBL. JOIST (1) J5 FB-4 FLUSH (3) J4 FB-3 HAVE TOP OF BEAM FLUSH W/ TOP PLATES SEE DETAIL "A" FB - 5 FB-4 FLUSH (2) J1 FB-2 (2) J2 (15) J6 11 7/8" TJI 210 @ 16" O.C. HA N G B E A M OF F O F D B L . JO I S T HA N G B E A M OF F O F D B L . JO I S T HA N G B E A M OF F O F D B L . JO I S T HA N G B E A M OF F O F D B L . JO I S T HA N G B E A M OF F O F D B L . JO I S T 11 7/8" TJI 210 @ 19.2" O.C. BLOCK OUT FOR HVAC BLOCK OUT FOR HVAC A A A A A A A A A A BLOCK OUT FOR HVAC BLOCK OUT FOR HVAC BLOCK OUT FOR HVAC J1: J2: J3: J4: J5: J6: J7: J8: J9: J10: J11: U336 ASW 1000 2-HOUR FIRE WALL U336 ASW 1000 2-HOUR FIRE WALL SHEET NUMBER: A6 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 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 4/16/20 (5) 2x4 DO W N 16 R I S E R S DO W N 16 R I S E R S DO W N 16 R I S E R S SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW - 1 SW - 1 SW - 1 SW - 1 SW - 1 SW - 1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 CS 1 6 x 3 2 " CS16 x 3 2 " CS 1 6 x 3 2 " CS 1 6 x 3 2 " DO W N 16 R I S E R S DO W N 16 R I S E R S SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 CS 1 6 x 3 2 " CS16 x 3 2 " CS 1 6 x 3 2 " (5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 SW - 1 C S 1 6 x 3 6 " CS 1 6 x 3 6 " ATTACH BOTTOM OF TRUSS TO TOP PLATES W/ A35'S @ 32" O.C. ABOVE SHEAR WALL SW - 1 CS 1 6 x 3 6 " C S 1 6 x 3 6 " SW - 1 C S 1 6 x 3 6 " CS 1 6 x 3 6 " ATTACH BOTTOM OF TRUSS TO TOP PLATES W/ A35'S @ 32" O.C. ABOVE SHEAR WALL SW - 1 CS 1 6 x 3 6 " C S 1 6 x 3 6 " SW - 1 C S 1 6 x 3 6 " CS 1 6 x 3 6 " ATTACH BOTTOM OF TRUSS TO TOP PLATES W/ A35'S @ 32" O.C. ABOVE SHEAR WALL SW - 1 CS 1 6 x 3 6 " C S 1 6 x 3 6 " SW - 1 C S 1 6 x 3 6 " CS 1 6 x 3 6 " ATTACH BOTTOM OF TRUSS TO TOP PLATES W/ A35'S @ 32" O.C. ABOVE SHEAR WALL SW - 1 CS 1 6 x 3 6 " C S 1 6 x 3 6 " RADON PIPE 2x 6 W A L L 2x 6 W A L L 2x 6 W A L L 2x 6 W A L L RADON PIPE RADON PIPE RADON PIPE RADON PIPE INSULATION VALUES & WINDOWS GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE STEEL STUDS:H-STUD 25 GA., 2 IN. DEEP BY 1-3/8 IN. WIDE, SPACED MAX. 24 IN. O.C. GYPSUM BOARD:TWO LAYERS OF 1 IN. THICK BY NOM. 2 FT. WIDE GYPSUM LINER PANELS FRICTION FIT. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. FIRE RATING:2 HOUR STC:46 ASSEMBLY: AREA SEPARATION WALL: WOOD STUDS (NON-LOAD-BEARING) U336 ASW 1000 2-HOUR FIRE WALL USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS U336 ASW 1000 2-HOUR FIRE WALL U336 ASW 1000 2-HOUR FIRE WALL NOTE: SEE PAGE D2 & D3 FOR HARDWARE LOCATIONS IN BATHROOMS SHEET NUMBER: A7 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 RE X B U R G , I D 8 3 4 4 0 SE C O N D L E V E L 4/16/20 Draft stop every 10' maximum in th air space. Typical FIRE RATED SHEATHING FIRE RATED SHEATHING FIRE RATED SHEATHING FIRE RATED SHEATHING RB-3 RB-2 RB-2 RB-5 RB-3 RB-2 RB-2 RB-1 RB-1 RB-2 RB-1 RB-2RB-2 RB-6 RB-6 RB-2 RB-3 RB-2 RB-3 RB-2 RB-6 RB-5 RB-3 RB-1 RB-1 RB-2 RB-2 RB-6 RB-6 (5) 2x4(5) 2x4 (5) 2x4(5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 (5) 2x4 BEAM FROM FLOOR BEAM FROM FLOOR BEAM FROM FLOOR ATTACH BLOCKING BETWEEN TRUSSES TO WALL W/ (2) 1/4"x3 1/2" SDS SCREWS IN EACH STUD (ALIGN BLOCKING AT TOP OF TRUSSES). EDGE NAIL LOW ROOF SHEATHING INTO BLOCKS. TYP FOR LOW GARAGE ROOFS. ATTACH BLOCKING BETWEEN TRUSSES TO WALL W/ (2) 1/4"x3 1/2" SDS SCREWS IN EACH STUD (ALIGN BLOCKING AT TOP OF TRUSSES). EDGE NAIL LOW ROOF SHEATHING INTO BLOCKS. TYP FOR LOW GARAGE ROOFS. 6:12 PITCH6:12 PITCH 6:12 PITCH 6: 1 2 P I T C H RB-6 6:12 PITCH 6: 1 2 P I T C H 6: 1 2 P I T C H 6: 1 2 P I T C H 6: 1 2 P I T C H 6: 1 2 P I T C H 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH SHEET NUMBER: A8 A111/4" = 1'-0" SCALE (FULL SIZE 24" x 36" PAPER) 1/8" = 1'-0" SCALE (HALF SIZE 11" x 17" PAPER) DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-PLEX 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 85 9 S . Y E L L O W S T O N E H W Y ST E 2 0 1 RE X B U R G , I D 8 3 4 4 0 (2 0 8 ) 5 2 9 - 2 1 1 6 5- P L E X - T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N N O . 7 RE X B U R G , I D 8 3 4 4 0 RO O F FR A M I N G 4/16/20 SHEET NUMBER: D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S D1 BD21 W30 B36 D24 REF. MIN. 40" OPENING DISH. DISH. STD. OVERHANG B "A" "B" RANGE MICRO. DRAWERS DRAWERS 36" UPPERS DRAWERS KITCHEN W40 REFRIG. MIN. 40" OPENING W18 W18 B18 B18 RANG. A B24 DRAWERS 18"18" TILE BACKSPLASH DRAWERS 18" SHEET NUMBER: D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S D2 SHEET NUMBER: D3 D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S MAIN LEVEL SECOND LEVEL MAIN LEVEL SECOND LEVEL MAIN LEVEL SECOND LEVEL MAIN LEVEL SECOND LEVEL USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS 2" W/ 2 LAYERS 1" THICK WIDE GYPSUM LINER PANELS, 12'-0"x2'-0" 3/4" AIR GAP (TYP.) 2x WALL @ 16" O.C. (TYP.)CUT SHEATHING 6"x6" TO ADD BREAKAWAY CLIPS USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS USG C-RUNNER FOR (2) 2 LAYERS 1" THICK WIDE GYPSUM LINER PANELS, 12'-0"x2'-0" (2) USG C-RUNNER FOR (2) 2 LAYERS 1" THICK WIDE GYPSUM LINER PANELS, 12'-0"x2'-0" IF NEED (2) USG C-RUNNER FOR (2) 2 LAYERS 1" THICK WIDE GYPSUM LINER PANELS, 12'-0"x2'-0" GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE STEEL STUDS:H-STUD 25 GA., 2 IN. DEEP BY 1-3/8 IN. WIDE, SPACED MAX. 24 IN. O.C. GYPSUM BOARD:TWO LAYERS OF 1 IN. THICK BY NOM. 2 FT. WIDE GYPSUM LINER PANELS FRICTION FIT. AIR CAVITY:MIN. 3/4 IN. THICK AIR SPACE WOOD STUDS:2 IN. X 4 IN. WOOD STUDS SPACED MAX. 16 IN. O.C. GYPSUM BOARD:MIN. 1/2 IN. THICK GYPSUM BOARD APPLIED HORIZONTALLY OR VERTICALLY. FIRE RATING:2 HOUR STC:46 ASSEMBLY: AREA SEPARATION WALL: WOOD STUDS (NON-LOAD-BEARING) U336 ASW 1000 2-HOUR FIRE WALL USG ALUMINUM BREAKAWAY CLIPS HORIZONTAL SPACING IS 24" O.C. VERTICALLY SPACING IS 10'-0" USE TYP S SCREWS 3/8" IN HSTUDS & TYP W. SCREWS 1 1/4" IN THE STUDS SHEET NUMBER: D4 D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S 11" SHEET NUMBER: D5 D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S SEE ENGINEERING NOTES AND DETAILS IF ADDITIONAL ITEMS ARE NEED FOR OPENINGS SHEET NUMBER: D6 D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 RE X B U R G , I D 8 3 4 4 0 DE T A I L S U336 ASW 1000 2-HOUR FIRE WALL 6" 6" U336 ASW 1000 2-HOUR FIRE WALL U336 ASW 1000 2-HOUR FIRE WALL SHEET NUMBER: D7 D7 DRAWN BY: REVISIONS: 3. 1. 2. DATE: ADDRESS: SH E E T N A M E : JOB: 5-3 PLEX KA R T C H N E R H O M E S 60 1 W . 1 7 0 0 S . LO G A N , U T 8 4 3 2 1 (4 3 5 ) 7 5 5 - 7 0 8 0 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 . 5 & 3 P L E X T O W N H O M E S SU M M E R F I E L D S U B D DI V I S I O N , 7 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 : 4/16/20 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 : 4/16/20