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HomeMy WebLinkAboutAPPROVED PLANS 9/29/2021 - 21-00683 - 1171 Castle Pines Rd - New SFRAuthor Name Author Email Author Phone No.: Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165 Description : 818 Oak Hill Way - New SFR Address : Record Type : New Single Family Residence Document Filename : Arcadia div 2 blk 5 lot 10 9-29-2021.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00683 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Stamp Alan Parkinson : P&Z Open 1 Approved - Planning and Zoning Pg 7 Stamp Alan Parkinson : P&Z Open 7 Approved - Planning and Zoning Pg 7 Callout Alan Parkinson : P&Z Open 7 Approved with the Condition that the ADA ramp is installed New Single Family Residence Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/29/2021 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 Arcadia Design N DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com Ba c k E l e v a t i o n El e v a t i o n s 9/29/2021 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 Pg 2 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 . 9/29/2021 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 Arcadia Design 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 , 1 1 ' En t r y a n d G r e a t R o o m 9' 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 S S S S S S SB 2 4 R B2 4 R SB 2 4 R SB 2 4 R B2 4 R SB 2 4 R 5050RS 4040RS 4040RS286828682668 2 8 6 8 2668 40 4 0 R S 50 6 8 26 6 8 2868 28 6 8 20 6 8 28 6 8 UP 6' 18 ' - 6 " 7'-1"6'-10"4' 24 ' - 8 " 2 1 ' - 7 " 23 ' - 1 0 " 1 7 ' 12 ' - 0 1 / 2 " 10 ' 11 ' - 3 1 / 2 " 29'-10"12' 40 ' - 1 1 / 2 " 1/2"12'-7 1/2"4'-4"12'-8 1/2" 19 ' - 3 " 9'-1"12' 1 2 ' - 6 1 / 2 " 2 ' - 1 " 3 ' - 8 1 / 2 " 1 6 ' - 6 1 / 2 " 2 ' - 1 " 1 4 ' - 8 " 10 ' 10 ' - 8 " 10 ' 10 ' - 4 " 18'-8"13'-4" 91 ' - 6 " 18 ' - 6 " 7'6'8'-11"13'8 1/2"4'-7 1/2"13'-11"46'-9" 5 ' 5'-4"5'-7" 2 ' 3'-8"13'-2"14'16'-10" 11 ' - 6 " 24 ' - 6 " 24 ' - 8 " 91 ' - 6 " 2 4 ' 4 6 ' - 9 " 5 ' - 7 " 1 3 ' - 7 " 2 ' 3 ' - 3 " 5 ' - 4 " 1'4'-4"9'-8"5'7'-8"1'-1" 7 ' - 3 " 1 ' - 3 " 11 ' 1'-3" 15 ' 1'-3" 19 ' 1'-3"12'-6"1'-3"17'-2"1'-3" 12 ' 1' - 3 " 22 ' - 3 " 1' - 3 " 4 ' - 1 1 " 1 ' - 3 " 1 7 ' - 6 " 12 ' - 0 " X 1 8 ' - 1 0 " 9'-0" X 5'-7" 24 ' - 0 " X 2 2 ' - 8 " 11'-11" X 12'-8" 19 ' - 2 " X 1 0 ' - 7 " 11'-11" X 12'-7" 9' - 1 1 " X 1 2 ' - 6 " GA R A G E UTILITY TH E A T E R R O O M BE D R O O M BEDROOM BEDROOM ST O R A G E Cu t 9 ' f o r G a r a g e D o o r O p e n i n g wi t h R e q . B l o c k i n g 4' Porch wallsFootingFootingFooting Footing Fo o t i n g Footing Fo u n d a t i o n 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 9/29/2021 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 4 Ma i n F l o o r 1 8 2 9 s / f Ba s e m e n t 1 8 2 6 s / f Ga r a g e 1 1 8 6 s / f To t a l 4 8 4 1 s / f TWebb Construction Arcadia Design Floor Joist Direction9' Foundation Walls 3' clearance in front of Furnace Seismic Straps around WH Tr i p l e C a r G a r a g e 4" C o n c r e t e S l a b Sl o p e C o n c . F l o o r t o d r a i n t o g a r a g e F l o o r cu t 1 6 ' f o r G a r a g e D o o r o p e n i n g wi t h R e g B l o c k i n g 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 10 CFM Fresh Air Smoke Detector 10 CFM Fresh Air Smoke DetectorFamily Room 10 CFM Fresh Air Po s t s f o r C o v e r e d P a t i o Posts for Covered Patio Fl o o r J o i s t D i r e c t i o n 9' M a i n W a l l s , 1 1 ' En t r y a n d G r e a t R o o m 9' 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 DNSB44 S B 2 4 R B 2 4 R S B 2 4 R B2 5 R B 4 2 R B 3 6 B 4 2 B 2 4 R S B 3 6 B 2 4 R SB44 S B 2 4 R B 2 4 R S B 2 4 R B2 5 R B 4 2 R B 3 6 B 4 2 B 2 4 R S B 3 6 B 2 4 R O T C 3 6 2 4 5 4 U 3 6 2 4 5 4 W 4 2 3 9 W 4 2 3 9 W 4 2 1 5 W 4 2 1 5 W2 6 1 5 W3 6 3 7 2 7 W07 W07 W03 W03 W11 W11 W11 W11 W03 W03 W03 W03 W11 W11D06D06 W0 4 W0 4 W0 4 W0 4 W03 W03 W03 W03 W0 6 W0 6 D1 6 D1 6 D1 0 D1 0 26 6 8 D1 3 D1 3 D1 4 D1 4 D2 0 D2 0 W0 3 W0 3 W0 3 W0 3 D0 9 D0 9 D0 8 D0 8 W0 2 W0 2 W0 2 W0 2 W01 W01 D19 D19 W10 W10 W01 W01 W08 W083068 D1 0 D1 0 D15 D15D17D17 D17 D17D16D16D03D03D16D16D02D02 D0 1 D0 1 D0 4 D0 4 D0 9 D0 9 W0 4 W0 4 W0 4 W0 4 UPE6E6Elevation 6 E7 E7 Elevation 74'-11"3'-4"3'-4"5'-2" 4' - 4 " 3' - 4 " 3' - 9 " 5' - 6 " 3' - 4 " 5' - 5 " 10 ' - 4 " 5'-4"3'-4"5'-2"1'-2"2'-7 7/8"2'-7"1'-4"4'-8"4'-6"2'-1 1/2"2'-5"6' 6 ' - 6 1 / 2 " 10 ' - 1 1 7 / 8 " 12 ' - 4 5 / 8 " 1 3 ' - 3 " 13 ' - 6 " 28'-6" 7 ' 5 ' - 6 " 4' - 4 " 3' 7 5/8"9'-2"7'-8 7/8"1 5/8"13'-10" 12 ' - 7 " 11 ' - 5 3 / 8 " 12 ' - 7 " 1 1 / 8 " 6'-10"7'13'-10"2"16'-9" 11 ' - 5 " 14 ' - 3 " 10 ' - 4 " 66 ' - 9 " 11'-8"2'-5"8"5'-4"2'-5"11'-10"34'-4"5'-8"3'-7 13/16"2'-8 3/16"6'-4"4'-8" 8 ' - 2 1 / 2 " 5 ' - 9 1 / 2 " 7 ' 4 1 ' - 6 " 1 0 ' - 6 1 / 2 " 7 ' - 5 1 / 2 " 2 ' - 6 " 6'-4"3'-2" 3' - 8 " 3' - 4 " 3' - 8 " 18 ' - 6 " 10 ' 10 ' - 8 " 9' - 8 " 48 ' - 1 0 " 2 ' 1 3 ' - 6 " 2 5 ' 9' - 8 " 10 ' - 8 " 10 ' 18 ' - 6 " 48 ' - 1 0 " 2 5 ' 4 0 ' - 6 " 1 3 ' - 6 " 2 ' 2 1 ' - 6 " 3' - 9 1 / 2 " 4' 8'-3" X 11'-0"8'-8" X 11'-7"OPEN BELOW DECK B r a c e d W a l l P a n e l H2 H2 H2 1s t F l o o r 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' M a i n W a l l s , 1 1 ' En t r y a n d G r e a t R o o m 9' 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 9/29/2021 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 5TWebb Construction Arcadia Design 50 C F M 50 C F M Sm o k e De t e c t o r / ca r b o n mo n o x i d e de t e c t o r Great Room No o k Co n t r a c t o r t o l o c a t e e x a c t lo c a t i o n o f r e q . 2 2 " x 3 0 " At t i c A c c e s s p o i n t Mi n 3 0 " v e r t i c a l H e a d R o o m Cl e a r a n c e (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 ) 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 Ma i n F l o o r 1 8 8 4 s / f Ba s e m e n t 1 8 8 4 s / f Ga r a g e 1 2 2 9 s / f To t a l 4 9 9 7 s / f 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 CFM Fresh Air Smoke Detector 10 CFM Fresh Air Smoke DetectorSmokeDetector/carbon monoxide detector 50 CFM H1 H1 H1 H1 3/ 4 " - 1 1 / 2 " 3 6 36 " M I N . 7 3 / 4 " M A X . R I S E H E I G H T RE D D E H ST A I R & R A I L I N G D E T A I L LA N D I N G LA N MU S T N O T A L L O W PA S S A G E O F 6 " S P H E R E NO S I N G O V E R H A N G : 1 1 / 4 " M A X . 3/ 4 " M I N . 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 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 wi t 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 wi t h H a n d r a i l r e t u r n t o w a l l wi t 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 wi t 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:Ese@ebedousepasco 9/29/2021 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 wi t h s t y l e " D " M e t a l D r i p E d g e wi t h 3 / 8 " s o f f i t S h e e t i n g wi t 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 Vi n 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 Fl o 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 wi t h 6 - M i l l P o l y V a p o r B a r r i e r wi t 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 Al l 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 at t 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 zi n 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.Figure R602.10.6.2 Alternate Braced Wall Panel Garage Portal Design Figure 1Pg 6TWebb Construction Arcadia Design Ta b l e R 4 0 3 . 1 Mi n 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 f r o s t , f o u n d a t i o n w a l l s , p i e r s a n d o t h e r 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 n o t b e p r o v i d e d w i t h f o o t i n g s t h a t 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 J DN UP 2 ' 1 4 5 ' - 8 1 3 / 1 6 " 1 50 '-3 " 109'-9 7/16" 1 5 3 '-9 1 /8 " 4 2 ' 4 2 ' - 1 1 / 2 " 6 5 '-9 1 1 /1 6 " 5 8 ' - 1 1 9 / 1 6 " 5 4 ' - 6 3 / 4 " 6 4 '-3 1 5 /1 6 "6 5 '-9 1 /1 6 "3 2 '-2 1 /4 " 5 9 ' - 1 7 / 1 6 " 3 0 '1 2 ' 5 ' 1 2 ' 5 ' 1 s t F l o o r REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/29/2021 Pl o t P l a n Sc a l e : 1 / 2 4 " = 1 ' - 0 " 1 1 " x 1 7 " p a p e r Sc a l e : 1 / 1 2 " = 1 ' - 0 " 2 4 " x 3 6 " p a p e r Pi n e B r o o k E s t a t e s Di v i s i o n 2 , B l o c k 5 , L o t 1 0 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. No r t h Pg 7TWebb Construction Arcadia Design Ap p r o v e d w i t h t h e Co n d i t i o n t h a t t h e AD A r a m p i s in s t a l l e d DO O R S C H E D U L E NU M B E R L A B E L Q T Y F L O O R S I Z E W I D T H H E I G H T R / O D E S C R I P T IO N H E A D E R T H I C K N E S S C O D E MANUFACTURER C O M M E N T S D0 1 1 0 0 8 0 1 1 1 0 0 8 0 1 2 0 " 9 6 " 1 2 2 " X 9 9 " G A R A G E - G A R A G E D O O R C H D 0 5 2 X 1 2 X 1 2 8 " ( 2 ) 1 3 / 4 " D0 2 1 5 6 8 1 1 1 5 6 8 L I N 1 7 " 8 0 " 1 9 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 2 2 " ( 2 ) 1 3 / 8 " D0 3 1 5 6 8 1 1 1 5 6 8 R I N 1 7 " 8 0 " 1 9 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 2 2 " ( 2 ) 1 3 / 8 " D0 4 1 6 0 8 0 1 1 1 6 0 8 0 1 9 2 " 9 6 " 1 9 4 " X 9 9 " G A R A G E - G A R A G E D O O R C H D 0 5 2 X 1 2 X 2 0 0 " ( 2 ) 1 3 / 4 " D0 5 2 6 6 8 3 0 2 6 6 8 L I N 3 0 " 8 0 " 3 2 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 5 " ( 2 ) 1 3 / 8 " D0 6 3 0 6 8 1 1 3 0 6 8 R E X 3 6 " 8 0 " 3 8 " X 8 3 " E X T . H I N G E D - D O O R E 2 1 2 X 6 X 4 1 " ( 2 ) 1 3 / 4 " D0 7 3 0 6 8 1 0 3 0 6 8 R I N 3 6 " 8 0 " 3 8 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 4 1 " ( 2 ) 1 3 / 8 " D0 8 2 6 6 8 1 1 2 6 6 8 L I N 3 0 " 8 0 " 3 2 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 5 " ( 2 ) 1 3 / 8 " D0 9 3 0 6 8 2 1 3 0 6 8 L E X 3 6 " 8 0 " 3 8 " X 8 3 " E X T . H I N G E D - D O O R E 2 1 2 X 6 X 4 1 " ( 2 ) 1 3 / 4 " D1 0 2 6 6 8 2 1 2 6 6 8 R I N 3 0 " 8 0 " 3 2 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 5 " ( 2 ) 1 3 / 8 " D1 1 2 8 6 8 3 0 2 8 6 8 L I N 3 2 " 8 0 " 3 4 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 7 " ( 2 ) 1 3 / 8 " D1 2 2 8 6 8 3 0 2 8 6 8 R I N 3 2 " 8 0 " 3 4 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 7 " ( 2 ) 1 3 / 8 " D1 3 2 8 6 8 1 1 2 8 6 8 R I N 3 2 " 8 0 " 3 4 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 3 7 " ( 2 ) 1 3 / 8 " D1 4 3 0 6 8 1 1 3 0 6 8 L 3 6 " 8 0 " 7 4 " X 8 2 1 / 2 " P O C K E T - D O O R P 0 4 2 X 6 X 7 7 " ( 2 ) 1 3 / 8 " D1 5 3 0 6 8 1 1 3 0 6 8 L I N 3 6 " 8 0 " 3 8 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 4 1 " ( 2 ) 1 3 / 8 " D1 6 3 0 6 8 3 1 3 0 6 8 R I N 3 6 " 8 0 " 3 8 " X 8 2 1 / 2 " HI N G E D - D O O R P 0 4 2 X 6 X 4 1 " ( 2 ) 1 3 / 8 " D1 7 4 0 6 8 2 1 4 0 6 8 L / R I N 4 8 " 8 0 " 5 0 " X 8 2 1 / 2 " D O UB L E H I N G E D - D O O R P 0 4 2 X 8 X 5 3 " ( 2 ) 1 3 / 8 " D1 8 5 0 6 8 1 0 5 0 6 8 L I N 6 0 " 8 0 " 6 2 " X 8 2 1 / 2 " SL I D E R - D O O R P 0 4 2 X 8 X 6 5 " ( 2 ) 1 3 / 8 " D1 9 3 0 6 8 1 1 3 0 6 8 L E X 3 6 " 8 0 " 3 8 " X 8 3 " E X T . H I N G E D - D O O R F 0 5 2 X 6 X 4 1 " ( 2 ) 1 3 / 4 " D2 0 2 6 6 8 1 1 2 6 6 8 L 3 0 " 8 0 " 3 0 " X8 0 " S H O W E R - G L A S S S L A B 1 / 2 " WI N D O W S C H E D U L E NU M B E R L A B E L Q T Y F L O O R S I Z E W I D T H H E I G H T R / O E G R E S S DE S C R I P T I O N H E A D E R C O D E M A N U F A C T U R E R C O M M E N T S W0 1 1 2 6 8 F X 2 1 1 2 6 8 F X 1 4 " 8 0 " 1 5 " X 8 1 " F I X E D G L A S S 2 X 6 X 1 8 " ( 2 ) W0 2 2 6 2 6 F X 2 1 2 6 2 6 F X 3 0 " 3 0 " 3 1 " X 3 1 " F I X E D G L A S S 2 X 6 X 3 4 " ( 2 ) W0 3 3 0 5 0 D H 7 1 3 0 5 0 D H 3 6 " 6 0 " 3 7 " X 6 1 " D O U B L E H U N G 2 X 6 X 4 0 " ( 2 ) W0 4 3 0 6 0 D H 4 1 3 0 6 0 D H 3 6 " 7 2 " 3 7 " X 7 3 " D O U B L E H U N G 2 X 6 X 4 0 " ( 2 ) W0 5 4 0 4 0 R S 3 0 4 0 4 0 R S 4 8 " 4 8 " 4 9 " X 4 9 " R I G H T S L I D I N G 2 X 8 X 5 2 " ( 2 ) W0 6 4 0 4 0 R S 1 1 4 0 4 0 R S 4 8 " 4 8 " 4 9 " X 4 9 " R I G H T S L I D I N G 2 X 8 X 5 2 " ( 2 ) W0 7 4 0 5 0 R S 1 1 4 0 5 0 R S 4 8 " 6 0 " 4 9 " X 6 1 " R I G H T S L I D I N G 2 X 8 X 5 2 " ( 2 ) W0 8 5 0 5 0 F X 1 1 5 0 5 0 F X 6 0 " 6 0 " 6 1 " X 6 1 " F I X E D G L A S S 2 X 8 X 6 4 " ( 2 ) W0 9 5 0 5 0 R S 1 0 5 0 5 0 R S 6 0 " 6 0 " 6 1 " X 6 1 " R I G H T S L I D I N G 2 X 8 X 6 4 " ( 2 ) W1 0 6 5 1 6 F X 1 1 6 5 1 6 F X 7 7 "1 8 " 7 8 " X 1 9 " F I X E D GL A SS 2 X 1 0 X 8 1 " (2 ) WI N D O W A N D D O O R S C H E D U L E REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/29/2021General 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.TWebb Construction Arcadia Design DN UP7 : 12 7 : 1 2 7 : 126 7/8 : 12 7 : 12 7 : 1 2 7 : 1 2 7 : 1 2 7 : 12 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 12OPEN BELOW DECK 1s t F l o o r REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 9/29/2021General 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.TWebb Construction Arcadia Design RO O F P L A N