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HomeMy WebLinkAboutPLANS - 20-00796 - 1068 Cypress Loop - New SFRREVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/15/2020 He a d e r N o t e s : He a d e r s 4 ' o r l e s s u s e 1 P l y 9 . 5 0 o r 2 P l y 2 x 1 0 D i m . Lu m b e r He a d e r s 6 ' o r l e s s u s e 2 P l y 9 . 5 0 He a d e r s 8 ' o r l e s s u s e 3 Pl y 9 . 5 0 o r 2 P l y 1 1 . 8 8 M L He a d e r s 1 0 ' o r l e s s u s e 3 Pl y 1 1 . 8 8 o r 2 P l y 1 4 . 0 0 M L He a d e r s o r m o r e r e f e r t o T J X e r t L a y o u t Ex h a u s t a n d V e n t i l a t i o n : Wh o l e H o u s e F a n 8 0 C F M Ki t c h e n F a n 1 0 0 C F M La u n d r y 5 0 C F M Ba t h r o o m 5 0 C F M Be d r o o m s 1 0 C F M f r e s h a i r Li v i n g A r e a s 1 0 C F M f r e s h a i r Co n t r a c t o r t o i n d i c a t e l o c a t i on o f f a n s i f n o t i n d i c a t e d o n pl a n s a l r e a d y Ve n t i l a t i o n R 4 0 8 . 1 Th e u n d e r - f l o o r s p a c e b e t we e n t h e b o t t o m o f t h e fl o o r j o i s t a n d t h e e a r t h un d e r a n y b u i l d i n g ( e x c e p t sp a c e o c c u p i e d b y a b a s e m e n t ) s h a l l h a v e v e n t i l a t i o n op e n i n g s t h r o u g h f o u n d a t i o n w a l l s o r e x t e r i o r w a l l s . Th e m i n i m u m n e t a r e a o f ve n t i l a t i o n o p e n i n g s h a l l no t b e l e s s t h a n 1 s / f fo r e a c h 1 5 0 s / f o f u n d e r f l o o r a r e a , u n l e s s t h e g r ou n d s u r f a c e i s c o v e r e d b y a c l a s s 1 v a p o r r e t a r d e r m a t e ri a l . I f t h e v a p o r r e t a r d e r i s u s e d t h e m i n . n e t a r e a of v e n t i l a t i o n o p e n i n g s s h a l l n o t b e l e s s t h a n 1 s / f f o r e a c h 1 5 0 0 s / f . O n e s u c h v e n t s h a l l b e w i t h i n 3 ' o f e a c h c o r n e r o f t h e b u i l d i n g . Wi n d o w W e l l S y s t e m : 20 1 5 I R C C o d e Mi n . e g r e s s w i n d o w o p e n i n g wi l l b e 5 . 7 s q . f t 7 s i l l h e i g h t n o h i gh e r t h a n 4 4 " a b o v e F F L Wi n d o w w e l l s p r o v i d e a n e t c l e a r o f 9 s q . f t w/ m i n h o r i z p r o j e c t i o n & w i d t h o f 3 6 " Ex c e p t i o n : Wi n d o w W e l l s w / d e p t h gr e a t e r t h a n 4 4 " w i l l ha v e a p e r m a n e n t l y a f f i xe d l a d d e r o r s t e p s La d d e r o r S t e p s 1 2 " w i d t h In s i d e , 3 " f r o m w a l l s , sp a c e d n o m o r e t h a n 1 8 " O . C . Foundation Walls System:2x6 Treated Sill Plate ov er Foam Sill Sealer with 1/2" Anchor Bolts @72" O.C. 10" Long, 7" Embedded Max 12" from al l Corners or Splices Concrete wall 8' and under (1) Horizontal Rebar in top 12" and one at mi d height 8'1" TO 9'6" Vertical rebar schedule ev ery 15"; (1) Horizontal Rebar in top 12" and one bar at each third point Min (2) Anchor Bolts per Sill Plate w/nut & ROUND Plate Washer 2 1/20 x 1/4" Min. for each Bolt over Concrete Foundation Wall Consistent w/2015 IRC R401-403 with Asphalt Emul sion on Exterior Side over Continuous Concrete Footings Consistent w/2015 IRC Section R106.1 over Undisturbed Soil Braced Wall Lines:2015 IRC Code Section R602.10.1 For the Prupse of det ermining the amount and location of bracing requir ed in each story level of a building, braced wall lines shall be designated as straight lines in the building plan The length of a braced wall line shall be the distance between its ends. The end of a braced wall line shall be the intersection with a perpendicular braced wall line, or an angled braced wall line as permitted in section R602.10.1.4 3' H a l l w a y C l e a r a n c e 20 1 5 I R C , S e c t i o n R 1 0 6 a n d R 3 1 1 . 6 Sa f e t y G l a z i n g 2 0 1 5 I R C , Se c t i o n s R 1 0 6 a n d R 3 0 8 . 4 . 5 Sm o k e A l a r m s 20 1 5 I R C C o d e S e c t i o n 1 0 6 . R 3 1 4 Al l s m o k e a l a r m s s h a l l b e l i s t ed i n a c c o r d a n c e w i t h U L 2 1 7 & in s t a l l e d i n a c c o r d a n c e w i t h N F P A 7 2 -O n e i n e a c h s l e e p i n g a r e a -O u t s i d e o f e a c h s e p a r a t e s l ee p i n g a r e a i n t h e i m m e d i a t e vi c i n i t y o f t h e b e d r o o m s -O n e a c h a d d i t i o n a l s t o r y i n c l ud i n g u n - f i n i s h & f i n i s h e d ba s e m e n t s a n d h a b i t a b l e a t t i c s bu t n o t i n c l u d i n g c r a w l sp a c e s a n d u n i n h a b i t a b l e a t t i c s . In d w e l l i n g s o r d w e l li n g u n i t s w i t h s p l i t s l e v e l s a n d w i t h o u t a n in t e r v e n i n g d o o r b e t w e e n t h e a d j a c en t l e v e l s a s m o k e a l a r m in s t a l l e d o n t h e u p p e r l e v e l s h a l l su f f i c e f o r t h e a d j a c e n t l o w e r le v e l p r o v i d e d t h a t t h e l o w e r l e ve l i s l e s s t h a n o n e f u l l s t o r y be l o w t h e u p p e r l e v e l . - A l a r m d e v i c e s s h a l l b e i n t e rc o n n e c t e d w i t h b a t t e r y b a c k u p th a t t h e a c t u a t i o n o f o n e a l a r m w i ll a c t i v a t e a l l o f t h e a l a r m s Ca r b o n M o n o x i d e A l a r m s 20 1 5 I R C S e c t i o n 1 0 6 & R 3 1 5 . 1 Ne w C o n s t r u c t i o n a n a p p r o v e d ca r b o n m o n o x i d e a l a r m i n s t a l l e d ou t s i d e o f e a c h s l e e p i n g a r e a i n th e i m m e d i a t e v i c i n i t y o f be d r o o m a n d d w e l l i n g u n i t s . T h e y sh a l l b e l i s t e d a s c o m p l y i n g wi t h U L 2 0 3 4 a n d i n s t a l l e d a c c o r d i n g l y Cr a w l S p a c e : T h r o u g h Fl o o r m i n 1 8 " x 2 4 " o r t h r o u g h p e r i m e t e r wa l l m i n 1 6 " x 2 4 " r e q u i r e d c r aw l s p a c e o p e n i n g . I f a p p l i c a b l e , re f e r to m e c h a n i c a l c o d e f o r a c c e s s re q u i r e m e n t s w h e r e m e c h a n i c a l eq u i p m e n t i s l o c a t e d u n d e r f l o o r s . 2 0 1 5 I R C , S e c t i o n R 10 6 , R 4 0 8 . 4 M 1 3 0 5 . 1 . 4 Fu r n a c e : L o c a t i o n o f f u r na c e a n d w a t e r h e a t e r 2 0 1 5 I R C , Se c t i o n R 1 0 6 , a n d M 1 3 0 5 E l e v a t e a l l s o u r c e s o f i g n i t i o n i n t h e ga r a g e a m i n . o f 1 8 " a b o v e t h e f l oo r 2 0 1 5 I R C , S e ct i o n s R 1 0 6 , an d M 1 3 0 7 . 3 P r o v i d e a p r o t e c t i o n p o s t i n t h e g a r a g e t o p r e v e n t ve h i c l e d a m a g e t o f u r n a c e a n d w a t e r h e a t e r . 20 1 5 I R C , S e c t i o n R 1 0 6 , M 1 3 0 7 . 3 . 1 General Notes For a permit you will need 2 sets of the following: House plans, Floor Layout, Truss Details, Rescheck, Heat Loss Analysis, and Engineer Stamp (if needed). Read through all pages provided. Review all the notations and labels on each page. Engineering supersedes all drafting notations. Labeling by County or City Inspectors have to be followed. Footing, Foundation, Rebar, and Shear walls are specified and have to be followed. Floor Layouts and Truss Details are separate from these pages but need to be kept together and followed. If any problems with the plans, please notify Elise Shurtliff.General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.Pg 1TWebb Construction Coulter Design REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com Fr o n t E l e v a t i o n Ba c k E l e v a t i o n El e v a t i o n s 7:12 Pitch Main, Front and sides 9' Main walls 8' Basement foundation walls Garage to match TYP 9/15/2020 Sc a l e : 1 / 8 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 4 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.Pg 2TWebb Construction Coulter Design REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com Ri g h t E l e v a t i o n Le f t E l e v a t i o n El e v a t i o n s c o n t . 9/15/2020 7: 1 2 P i t c h M a i n , F r o n t a n d s i d e s 9' M a i n w a l l s 8' B a s e m e n t f o u n d a t i o n w a l l s Ga r a g e t o m a t c h T Y P Sc a l e : 1 / 8 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 4 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.Pg 3TWebb Construction Coulter Design S S S S W H 3010 40 4 0 R S 40 4 0 R S 40 4 0 R S 28 6 8 28 6 8 26 6 8 286 8 6 0 6 8 28 6 8 26 6 8 2 8 6 8 2868 19 6 8 4040RS UP E5 E5 E l e v a t i o n 5 5' 4' 5' - 3 1 / 2 " 12'-6" 21 ' - 6 " 8' 12 ' 68 ' 8' - 8 " 14 ' 4 3 ' 2 5 ' - 7 " 30'-7"4'-4" 9 ' - 6 " 16 ' 17 ' - 9 " 21 ' - 3 " 55 ' 11 ' - 8 " 1 ' - 6 " 1 6 ' - 2 " 1 / 2 " 7 ' - 6 1 / 2 " 1/2"7'-6" 3 ' - 1 " 20 ' - 4 " 2' - 5 " 16 ' - 2 " 2'-11"12'-6" 14 ' 12 ' 8' 21 ' - 6 " 12'-6" 68 ' 8' 55 ' 13'13' 4 3 ' 4 ' 4 ' 6 ' - 4 " 3 ' - 4 " 11 ' - 4 " 8 ' - 2 " 28 ' - 1 0 " 32 ' - 1 " 20'-10"7'-4"13'-6"12'8'-10"6'-6"6'-6" 1 ' - 4 " 1 ' - 4 " 8 1 3 / 1 6 " 1'- 4 " 1'- 4 " 7 ' - 5 3 / 1 6 " 1 2 ' 11 ' - 5 1 / 2 " 32 ' - 8 " X 3 3 ' - 7 " 17 9 0 S Q F T 11 ' - 3 " X 1 6 ' - 4 " 11 ' - 5 " X 7 ' - 6 " 11 ' - 7 " X 1 1 ' - 7 " 9'- 1 1 " X 1 2 ' - 4 " 8'- 4 " X 8 ' - 4 " LI V I N G A R E A GA R A G E BE D R O O M BE D R O O M ST O R A G E Fo o t i n g Be a m BE D R O O M ME C H A N I C A L Fo o t i n g Fo o t i n g REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com Fo u n d a t i o n P l a n 9/15/2020 9' M a i n W a l l s 8' B a s e m e n t F o u n d a t i o n W a l l s Ga r a g e t o M a t c h M a i n T Y P F l o o r J o i s t D i r e c t i o n 8' F o u n d a t i o n W a l l s Sc a l e : 1 / 8 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 4 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.pg 4cut 9' for Door opening with Reg Blocking cu t 1 6 ' f o r D o o r o p e n i n g wit h R e g B l o c k i n g Ma i n F l o o r 1 7 9 4 s / f Ba s e m e n t 1 7 9 0 s / f Ga r a g e 1 1 0 6 s / f To t a l 4 6 9 0 s / f TWebb Construction Coulter Design 3' c l e a r a n c e in f r o n t o f F u r n a c e Se i s m i c S t r a p s ar o u n d W H Triple Car Garage 4" Concrete Slab Slope Conc. Floor to drain to garage Floorcut 3' for Door opening with Reg Blocking 10 C F M F r e s h A i r Sm o k e D e t e c t o r Fa m i l y R o o m 10 C F M F r e s h A i r 10 C F M F r e s h A i r Sm o k e D e t e c t o r 10 C F M F r e s h A i r Sm o k e D e t e c t o r 16 0 8 0 30689080 30 5 0 D H 30 5 0 D H 30 5 0 D H 60 5 0 R S 4030RS 10 5 1 0 F X 30 6 8 10 5 1 0 F X 50 5 0 R S 50 5 0 R S 4 0 4 0 R S 50 5 0 R S 2 6 6 8 306 8 5 0 6 8 12'-6" 22 ' 8' 11 ' - 6 " 68 ' 8' 2'- 9 " 11 ' - 3 " 1 ' - 6 " 1 2 ' - 2 " 6 ' - 6 " 4 ' - 4 1 / 2 " 5 ' - 4 " 1 3 ' - 9 1 / 2 " 4 3 ' - 8 " 2 5 ' - 7 " 31'-1"4'-4" 4 ' 9 ' - 6 " 16 ' 17 ' - 9 " 21 ' - 3 " 55 ' 5'-3" 6' - 6 " 4' - 1 0 1 / 2 " 4' - 1 0 1 / 2 " 4' 4' 8' 8' 1 6 ' - 4 " 2 5 ' - 1 0 " 7' 7' 5' - 9 " 5'- 9 " 11 ' 11'6'-3"6'-3" 2 2'- 7 1 / 2 " 3 6 ' - 1 1 / 2 " 7 ' - 5 " 39 ' 9' - 6 " 33 ' - 6 " X 3 4 ' - 5 " 17 9 4 S Q F T 15 ' - 0 " X 1 3 10 ' - 6 " X 1 1 ' - 2 " 10 ' - 9 " X 6 ' - 2 " 10 ' - 9 " X 1 1 ' - 8 " LI V I N G A R E A BE D R O O M BE D R O O M WA L K - I N C L O S E T GA R A G E MA S T E R B REVISION TABLE ER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9' M a i n w a l l s 8' B a s e m e n t F o u n d a t i o n W a l l s Ga r a g e t o M a t c h T Y P Ma i n F l o o r 9/15/2020 Sc a l e : 1 / 8 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 4 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff. H1 - S T H D 1 4 H2 - R J S T H D 1 4 Pg 5 10 C F M F r e s h A i r Sm o k e D e t e c t o r 10 C F M F r e s h A i r Sm o k e D e t e c t o r 50 C F M Clearance (2 ) 2 x 1 0 f o r p o r t a l f r a m i n g re f e r t o p a g e 6 f i g u r e 1 (2) 2x10 for portal framing refer to page 6 figure 1 H1 H1H1H1 Ma i n F l o o r 1 7 9 4 s / f Ba s e m e n t 1 7 9 0 s / f Ga r a g e 1 1 0 6 s / f To t a l 4 6 9 0 s / f 6 ' - 9 1 5 / 1 6 " 3 ' El e v a t i o n 5 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION Ro o f S y s t e m : 2 0 1 5 I R C C o d e A r c h i t e c t u r a l G r a d e , 2 5 y e a r A s p h a l t S h i n g l e s ov e r # 1 5 b u i l d i n g f e l t o v e r 7 / 1 6 " E x t . O S B r o o f s h e e t i n g w / C l i p s & n a i l e d 6 " O . C . - E d g e s , 1 0 " O . C . - f i e l d ov e r 6 : 1 2 P i t c h E n g i n e e r e d T r u s s e s @ 2 4 " O . C . ( F r a m e d A c c o r d i n g t o E n g i n e e r e d T r u s s L a y o u t ) w i t h R - 4 9 B l o w n i n A t t i c I n s u l a t i o n w i t h 5 / 8 " S h e e t R o c k o n In t e r i o r S i d e T a p e d P r e p ' d f o r I n t e r i o r F i n i s h e s C o n t r a c t o r t o in d i c a t e 2 2 " x 3 0 " A t t i c A c c e s s L o c a t i o n 2 0 1 5 I R C I c e P r o t e c t i o n I c e B a r r i e r c o n s i s t i n g o f 2 l a y e r s o f c e m e n t e d u n d e r - l a y m e n t a n d e x t e n d f r o m t h e e a v e ' s e d g e 2 4 " m i n . f r o m i n s i d e e x t e r i o r w a l l DRAWINGS PROVIDED BY: St a i r S y s t e m : 20 1 5 I R C R 1 0 6 , R 3 0 2 . 7 , 3 1 1 . 7 . 2 , R 3 1 1 . 7 . 5 , R 3 1 1 . 7 . 8 Eq S t a i r r i s e r s 7 3 / 3 " M a x h e i g h t Eq S t a i r t r e a d s 1 0 " M i n d e p t h ov e r ( 3 ) 1 1 . 5 " M I N S t a i r S t r i n g e r s se c u r e l y m o u n t e d t o f r a m i n g wit h C o n t . H a n d r a i l S y s t e m m o u n t e d 3 6 " a b o v e s t a i r p l a n e wit h H a n d r a i l r e t u r n t o w a l l wit h a m i n 6 ' - 8 " H e a d c l e a r a n c e a b o v e s t a i r p l a n e wit h a l l o t h e r R a i l i n g s y s t e m t o b e a m i n 4 2 " a b o v e F F L & me e t c u r r e n t b u i l d i n g c o d e s f o r v e r t . a n d h o r i z . l o a d i n g . Sl a t e S p a c i n g t o n o m o r e t h a n 4 " s p h e r e t o p a s s t h r u . 1/ 2 " g y p s u m b o a r d u n d e r s t a i r s DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/15/2020 A So f f i t S y s t e m : 20 1 5 I R C c o d e 2x 6 F a c i a B o a r d wit h s t y l e " D " M e t a l D r i p E d g e wit h 3 / 8 " s o f f i t S h e e t i n g wit h 3 " C o n t i n u o u s S o f f i t V e n t i n g wi t h a d d ' l 2 x 4 s u p p o r t a s r e q u i r e d B Ex t e r i o r W a l l s : 20 1 5 I R C c o d e R 6 0 2 . 1 0 . 1 A b r a c e d w a l l p a n e l s h a l l b e g i n w i t h i n 1 0 f t f r o m e a c h en d o f a b r a c e d w a l l l i n e . T h e d i s t a n c e b e t w e e n a d j a c e n t ed g e s o f b r a c e d w a l p a n e l s a l o n g a b r a c e d w a l l l i n e s h a l l no t b e g r e a t e r t h a n 2 0 f t . 20 1 5 I R C c o d e R 1 0 6 . 1 Vin y l S i d i n g a n d B r i c k o v e r W e a t h e r R e s i s t i v e B a r r i e r 7/ 1 6 " A P A O S B & N a i l i n g P a t t e r n 6 " - e d g e 1 2 " - f i e l d 2x 6 S t u d f r a m e d @ 2 4 " O . C . U N O w i t h ( 2 ) 2 x 6 T o p P l a t e s w i t h ( 1 ) 2 x 6 B o t t o m P l a t e w i t h m i n R - 2 1 B o t t o m I n s u l a t i o n w i t h 1 / 2 " S h e e t r o c k I n s i d e O c c u p a n c y s e p a r a t i o n b e t w e e n ho u s e , a t t i c , a n d g a r a g e 20 1 5 I R C , S e c t i o n R 1 0 6 a n d R 3 0 8 . 4 . 5 T a p e d P r e p ' d f o r I n t e r i o r f i n i s h e s C In t e r i o r W a l l s : 20 1 5 I R C C O d e 2x 4 S t u d f r a m e d @ 2 4 " O . C . w i t h ( 2 ) 2 x 4 T o p P l a t e s w i t h ( 1 ) 2 x 4 B o t t o m P l a t e wi t h 1 / 2 " S h e e t r o c k B o t h S i d e s T a p e d P r e p ' d F o r I n t e r i o r F i n i s h e s D Flo o r S y s t e m : 20 1 5 I R C C o d e 3/ 4 " T & G S u b - f l o o r G l u e d a n d N a i l e d ov e r 1 1 - 7 / 8 T J I E n g i n e e r e d F l o o r J o i s t S e r i e s , P l a c e m e n t , a n d O . C S p a c i n g a s d e t e r m i n e d & i n d i c a t e d o n T J X p e r t L a y o u t ( V e r s i o n 6 . 0 o r l a t e r ) co n n e c t e d t o R i m J o i s t , s p l i c e d u s i n g g a l . m e t a l t i e s n o t l e s s t h a n . 0 5 8 " x 1 . 5 " w i d e f a s t e n e d w / 6 1 6 d n a i l s e a . s i d e ov e r 1 / 2 " S h e e t r o c k o n C e i l i n g s i d e T a p e d a n d P r e p ' d f o r I n t e r i o r f i n i s h e s E Ba s e m e n t F u r r i n g : 2x 4 S t u d F r a m e d @ 2 4 " O . C . w i t h B a r i n g W a l l s @ 1 6 " O . C . w i t h ( 2 ) 2 x 4 T o p P l a t e s w i t h ( 1 ) 2 x 4 B o t t o m P l a t e wi t h R - 1 3 B a t t I n s u l a t i o n wit h 6 - M i l l P o l y V a p o r B a r r i e r wit h 1 / 2 " S h e e t r o c k o n I n t e r i o r S i d e Ta p e d a n d P r e p ' d f o r I n t e r i o r F i n i s h e s F Fo u n d a t i o n W a l l S y s t e m : 2x 6 T r e a t e d S i l l P l a t e ov e r F o a m S i l l S e a l e r wi t h 1 / 2 " A n c h o r B o l t s @ 7 2 " O . C . 1 0 " L o n g , 7 " E m b e d d e d M a x 1 2 " f r o m a l l C o r n e r s o r S p l i c e s Co n c r e t e w a l l 8 ' a n d u n d e r ( 1 ) H o r i z o n t a l R e b a r i n t o p 1 2 " a n d o n e a t m i d h e i g h t 8'1 " T O 9 ' 6 " ( 1 ) H o r i z o n t a l R e b a r i n t o p 1 2 " a n d o n e b a r a t e a c h t h i r d p o i n t M i n ( 2 ) A n c h o r B o l t s p e r S i l l P l a t e w / n u t & RO U N D P l a t e W a s h e r 2 1 / 2 0 x 1 / 4 " M i n . f o r e a c h B o l t ov e r C o n c r e t e F o u n d a t i o n W a l l C o n s i s t e n t w / 2 0 1 5 I R C R 4 0 1 - 4 0 3 w i t h A s p h a l t E m u l s i o n o n E x t e r i o r S i d e ov e r C o n t i n u o u s C o n c r e t e F o o t i n g s C o n s i s t e n t w / 2 0 1 5 I R C S e c t i o n R 1 0 6 . 1 ov e r U n d i s t u r b e d S o i l G Wi n d o w W e l l S y s t e m : 20 1 5 I R C C o d e Mi n . e g r e s s w i n d o w o p e n i n g w i l l b e 5 . 7 s q f t 7 S i l l h e i g h t n o h i g h e r t h a n 4 4 " a b o v e F F L Wi n d o w W e l l s p r o v i d e a n e t c l e a r o f 9 s q f t w / m i n h o r i z . p r o j e c t i o n & w i d t h o f 3 6 " Ex c e p t i o n : W i n d o w W e l l s w / d e p t h g r e a t e r t h a n 4 4 " w i l l h a v e a pe r m a n e n t l y a f f i x e d l a d d e r o r s t e p s L a d d e r o r S t e p s 1 2 " - w i d t h I n s i d e , 3 " f r o m w a l l s , Sp a c e d n o m o r e t h a n 1 8 " O . C J Cr o s s S e c t i o n Sm o k e A l a r m s 20 1 5 I R C C o d e S e c t i o n 1 0 6 . R 3 1 4 All s m o k e a l a r m s s h a l l b e l i s t e d i n a c c o r d a n c e w i t h U L 2 1 7 & i n s t a l l e d i n ac c o r d a n c e w i t h N F P A 7 2 -O n e i n e a c h s l e e p i n g a r e a -O u t s i d e o f e a c h s e p a r a t e s l e e p i n g a r e a i n t h e i m m e d i a t e v i c i n i t y o f t h e be d r o o m s -O n e a c h a d d i t i o n a l s t o r y i n c l u d i n g u n - f i n i s h & f i n i s h e d b a s e m e n t s a n d h a b i t a b l e att i c s b u t n o t i n c l u d i n g c r a w l s p a c e s a n d u n i n h a b i t a b l e a t t i c s . In d w e l l i n g s o r d w e l l i n g u n i t s w i t h s p l i t s l e v e l s a n d w i t h o u t a n i n t e r v e n i n g d o o r be t w e e n t h e a d j a c e n t l e v e l s a s m o k e a l a r m i n s t a l l e d o n t h e u p p e r l e v e l s h a l l su f f i c e f o r t h e a d j a c e n t l o w e r l e v e l p r o v i d e d t h a t t h e l o w e r l e v e l i s l e s s t h a n o n e f u l l st o r y b e l o w t h e u p p e r l e v e l . -A l a r m d e v i c e s s h a l l b e i n t e r c o n n e c t e d w i t h b a t t e r y b a c k u p t h a t t h e a c u a t i o n o f on e a l a r m w i l l a c t i v a t e a l l o f t h e a l a r m s Ca r b o n M o n o x i d e A l a r m s 20 1 5 I R C S e c t i o n 1 0 6 & R 3 1 5 . 1 Ne w C o n s t r u c t i o n a n a p p r o v e d c a r b o n m o n o x i d e a l a r m i n s t a l l e d o u t s i d e o f ea c h s l e e p i n g a r e a i n t h e i m m e d i a t e v i c i n i t y o f b e d r o o m a n d d w e l l i n g u n i t s . Th e y s h a l l b e l i s t e d a s c o m p l y i n g w i t h U L 2 0 3 4 a n d i n s t a l l e d a c c o r d i n g l y Fa s t n e r s f o r P r e s e r v a t i v e t r e a t e d w o o d Fa s t n e r f o r P r e s e r v a t i v e t r e a t e d w o o d s h a l l b e o f h o t d i p p e d zin c - c o a t e d g a l v a n i z e d s t e e l , s t a i n l e s s s t e e l , s i l i c o n b r o n z e o r co p p e r . Ex c e p t i o n s : 1. O n e - h a l f i n c h ( 1 2 . 7 m m ) d i a m e t e r o r g r e a t e r s t e e l b o l t s . 2. F a s t e r n e r s o t h e r t h a n n a i l & t i m b e r r i v e t s s h a l l b e p e r m i t t e d t o be o f m e c h a n i c a l d e p o s i t e d z i n c c o a t e d s t e e l w i t h c o a t i n g w e i g h t s in a c c o r d a n c e w i t h A S T M B 6 9 5 c l a s s 5 5 m i n . Ve n t i l a t i o n 2 0 1 5 I R C , S e c t i o n R 4 0 8 . 1 , R 4 0 8 . 2 , a n d R 4 0 8 . 3 Th e u n d e r - f l o o r s p a c e b e t w e e n t h e b o t t o m o f t h e f l o o r j o i s t s a n d th e e a r t h u n d e r a n y b u i l d i n g ( e x c e p t s p a c e o c c u p i e d b y a ba s e m e n t ) s h a l l h a v e v e n t i l a t i o n o p e n i n g s t h r o u g h f o u n d a t i o n wa l l s o r e x t e r i o r w a l l s . T h e m i n i m u m n e t a r e a o f v e n t i l a t i o n op e n i n g s h a l l n o t b e l e s s t h a n 1 s / f f o r e a c h 3 0 0 s / f o f u n d e r f l o o r sp a c e a r e a , u n l e s s t h e g r o u n d s u r f a c e i s c o v e r e d b y a C l a s s 1 va p o r r e t a r d e r m a t e r i a l . If t h e v a p o r r e t a r d e r i s u s e d t h e m i n . n e t a r e a o f v e n t i l a t i o n op e n i n g s s h a l l n o t b e l e s s t h a n 1 s / f f o r e a c h 1 5 0 0 s / f . On e s u c h v e n t s h a l l b e w i t h i n 3 ' o f e a c h c o r n e r o f b u i l d i n g . Sc a l e : 1 / 8 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 4 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.F i gure R 6 0 2 .1 0 .6 .2 Alternate Braced Wall Panel Garage Portal Design Figure 1Pg 6TWebb Construction Coulter Design Ex h a u s t a n d V e n t i l a t i o n Wh o l e h o u s e F a n 8 0 C F M Kit c h e n F a n 1 0 0 C F M La u n d r y 5 0 C F M Ba t h r o o m s 5 0 C F M Be d r o o m s 1 0 C F M f r e s h a i r Li v i n g A r e a s 1 0 C F M f r e s h a i r Ta b l e R 4 0 3 . 1 Min W i d t h o f C o n c . o r M a s o n r y F o o t i n g s ( i n c h e s ) Load Baring Value of soil 1500 2 0 0 0 3 0 0 0 Co n v e n t i o n a l L i g h t f r a m e C o n s t r u c t i o n 1- s t o r y 1 2 1 2 1 2 2 s t o r y 1 5 1 2 1 2 3- s t o r y 2 3 1 7 1 2 4" B r i c k V e n e e r o v e r l i g h t f r a m e 1- s t o r y 1 2 1 2 1 2 2- s t o r y 2 1 1 6 1 2 3- s t o r u 3 2 2 4 1 6 Alternate Reinforcing Bar Size and Spacing Vertical Rebar Only 8" nominal wall thickness 72"max rebar spacing #4 @ 15" is equal to #5 @ 23" or #6 @ 32"#4 @ 16" is equal to #5 @ 25" or #6 @ 32"#4 @ 18" is equal to #5 @ 25" or #6 @ 36" Fr o s t P r o t e c t i o n 4 0 3 . 1 . 4 . 1 Ex c e p t w h e r e o t h e r w i s e p r o t e c t e d f r o m frost, foundation walls, piers and other pe r m a n e n t s u p p o r t s o f b u i l d i n g s a n d s t r u c t u r e s s h a l l b e p r o t e c t e d f r o m f r o s t b y on e o r m o r e o f t h e f o l l o w i n g m e t h o d s : 1. E x t e n d e d b e l o w t h e f r o s t l i n e s p e c i f i e d i n T a b l e R 3 0 1 . 2 2. C o n s t r u c t i n a c c o r d a n c e w i t h S e c t i o n 4 0 3 . 3 3. C o n s t r u c t i n a c c o r d a n c e w i t h A S C E 3 2 o r 4. E r e c t e d o n S o l i d R o c k Ex c e p t i o n s : - P r o t e c t i o n o f f r e e s t a n d i n g a c c e s s o r y s t r u c t u r e s w i t h a n a r e a o f 4 0 0 o f 6 0 0 s q u a r e f e e t o r l e s s , o f l i g h t f r a m e c o n s t r u c t i o n w i t h a n e v e h e i g h t o f 1 0 ' o f l e s s s h a l l n o t b e r e q u i r e d - D e c k s n o t s u p p o r t e d b y a d w e l l i n g n e e d not be provided with footings that e x t e n d b e l o w t h e f r o s t l i n e - F o o t i n g s s h a l l n o t b e a r o n f r o z e n s o i l u n l e s s t h e f r o z e n c o n d i t i o n i s p e r m a n e n t A B C D E F G J REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/15/2020 Pl o t P l a n Pi n e b r o o k E s t a t e s S u b d i v i s i o n Di v i s i o n 2 , B l o c k 3 , L o t 8 Bu i l d i n g P a r c e l Ma d i s o n C o u n t y , I d a h o General Notes 1. Review entire set of plans including the above described with owner/contractor. 2. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins.3. This drawing is not to be duplicated without written or verbal consent by Elise Shurtliff.North Pg 7TWebb Construction Coulter Design