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HomeMy WebLinkAboutPLANS - 21-01028 - 1020 Cypress Loop - New SFRPTION DRAWINGS PR DATE:River B Elise S Elise@ 11/10/2021General Notes 1. Review entire set of plans including the above described with owner/contractor. 2 T h i d i i d b A t C d Pg 1 GE N E R A L N O T E S T H E F O L L O W I N G I N F O R M A T I O N A R E F O R C O D E C O M P L I A N C E . A N Y L O C A L CO D E S , S P E C I F I C A T I O N B Y A N E N G I N E E R O R A R C H I T E C T S U P E R S E D E T H I S IN F O R M A T I O N . 1 H E A T I N G A N D C O O L I N G E Q U I P M E N T A N D A P P L I A N C E S S H A L L B E I N S T A L L E D I N AC C O R D A N C E W I T H T H E M A N U F A C T U R E ' S I N S T A L L A T I O N I N S T R U C T I O N S A N D T H E R E Q U I R E M E N T S I N T H E 20 1 8 I R C C H A P T E R 1 4 . 2 C L O T H E S D R Y E R T O B E E X H A U S T E D I N A C C O R D A N C E W I T H M A N U F A C T U R E ' S I N S T R U C T I O N S . E X H A U S T D U C T S S H A L L T E R M I N A T E O N T H E O U T S I D E O F T H E B U I L D I N G . EX H A U S T D U C T L E N G T H A N D I N S T A L L A T I O N T O M E E T T H E R E Q U I R E M E N T S I N 2 0 1 8 I R C S E C T I O N M 1 5 0 2 . 3 D W E L L I N G U N I T B E D R O O M S F O R A L L 1 2 5 - V O L T B R A N C H C I R C U I T S F O R 1 5 & 2 0 A M P R E C E P T A C L E O U T L E T S S H A L L BE P R O T E C T E D B Y A N A R C - F A U L T C I R C U I T I N T E R R U P T E R . 4 A 2 2 " X 3 0 " A T T I C S P A C E A C C E S S P O I N T I S R E Q ' D . I F T H E PL A N S D O N O T S P E C I F Y A L O C A T I O N , T H E C O N T R A C T O R I S T O L O C A T E I T . ( 2 0 1 8 I R C R 8 0 7 . 1 ) 5 A 1 8 " X 2 4 " C R A W L S P A C E A C C E S S P O I N T I S R E Q ' D I F A CR A W L S P A C E E X I S T S . I F T H E P L A N S D O N O T S P E C I F Y A LO C A T I O N T H E C O N T R A C T O R I S T O L O C A T E I T . (R E F E R E N C E 2 0 1 8 I R C , R 4 0 8 . 4 ) 6 B U I L D I N G S W I T H A C R A W L S P A C E S H A L L H A V E F O U N D A T I O N V E N T S T H A T C O M P L Y W I T H S E C T I O N R 4 0 8 O F T H E 2 0 1 8 I R C 7 P R O V I D E F L O O R A N D / O R L A N D I N G O N E A C H S I D E O F EX T E R I O R D O O R S . T H E W I D T H O F T H E L A N D I N G S H A L L N O T B E L E S S T H A N T H E W I D T H O F T H E S T A I R W A Y O R D O O R S E R V E D . MI N I M U M O F 3 6 " I N T H E D I R E C T I O N O F T R A V E L I S R E Q U I R E D . A S T E P O F 7 3 / 4 " I S A L L O W E D A T N O N - E G R E S S E X T E R I O R DO O R S P R O V I D E D T H E D O O R D O E S N O T S W I N G O V E R T H E S T E P . (R E F E R E N C E 2 0 1 8 I R C R 3 1 1 . 3 ) 8 G R A D E A W A Y F R O M F O U N D A T I O N W A L L S S H A L L F A L L A T A MI N I M U M O F 6 " W I T H I N T H E F I R S T 1 0 F E E T ( R 4 0 1 . 3 ) 9 B A C K F I L L S H A L L N O T B E P L A C E D A G A I N S T T H E W A L L U N T I L TH E W A L L H A S S U F F I C I E N T S T R E N G T H A N D H A S B E E N A N C H O R E D TO T H E F L O O R A B O V E , O R H A S B E E N S U F F I C I E N T L Y B R A C E D T O P R E V E N T D A M A G E B Y T H E B A C K F I L L . ( 2 0 1 8 I R C R 4 0 4 . 1 . 7 ) 10 F L A S H I N G S H A L L B E I N S T A L L E D I N S U C H A M A N N E R T H A T PR E V E N T S M O I S T U R E F R O M E N T E R I N G T H E W A L L A N D R O O F TH R O U G H J O I N T S I N C O P I N G S , T H R O U G H M O I S T U R E P E R M E A B L E M A T E R I A L S , A N D O T H E R P E N E T R A T I O N S T H R O U G H T H E R O O F P L A N E . ( R 9 0 3 . 2 ) 11 A N I C E B A R R I E R C O N S I S T I N G O F A T L E A S T T W O L A Y E R S UN D E R L A Y M E N T C E M E N T E D T O G E T H E R O R O F A S E L F - A D H E R I N G PO L Y M E R M O D I F I E D B I T U M E N S H E E T , S H A L L B E U S E D I N L I E U O F NO R M A L 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 T O A P O I N T A T L E A S T 2 4 " I N S I D E T H E E X T E R I O R W A L L L I N E O F T H E B U I L D I N G . ( R 9 0 5 . 2 . 7 . 1 ) 12 T H E G A R A G E S H A L L B E S E P A R A T E D F R O M T H E R E S I D E N C E AN D I T S A T T I C A R E A B Y N O T L E S S T H A N 1 / 2 " G Y P S U M B O A R D AP P L I E D T O T H E G A R A G E S I D E . H A B I T A B L E R O O M S A B O V E T H E G A R A G E S H A L L H A V E A M I N . O F 5 / 8 " T Y P E X G Y P S U M B O A R D . ( R E F E R E N C E I R C R 3 0 2 . 6 ) MI N I M U M I N S U L A T I O N R - V A L U E ( C L I M A T E Z O N E 6 ) C E I L I N G R - 4 9 W A L L S R - 2 0 + 5 / 1 3 + 1 0 F L O O R S R - 3 0 B A S E M E N T R - 1 5 / 2 0 (S E E 2 0 1 8 I R C T A B L E N 1 1 0 2 . 1 . 1 ) MI N I M U M S I Z E O F C O N C R E T E F O O T I N G S LO A D B E A R I N G V A L U E O F S O I L = 2 0 0 0 P S F F O U N D A T I O N W A L L F O O T I N G WID T H H E I G H T D E P T H W I D T H R E I N F . 6" O R 8 " 4 ' - 0 " 8 1 6 " ( 2 ) # 4 8" 8 ' - 0 1 0 " 2 0 " ( 3 ) # 4 T Y P I C A L I N T E R I O R W A L L R E F E R E N C E I R C - 2 0 1 8 S E C T I O N R 6 0 1 - R 6 1 0 . 2 X 4 S T U D S F R A M E D @ 1 6 " O . C . W I T H ( 2 ) 2 X 4 TO P P L A T E S W I T H ( 1 ) 2 X 4 B O T . P L A T E W I T H 1 / 2 " DR Y W A L L B O T H S I D E S T A P E D A N D P R E P P E D F O R I N T E R I O R F I N I S H E S PO S T A N 1 F O U N D 12 " D I A C CO N C R E (C O N T R T O C O N 2 E X T E R A 2 X 1 0 T R E A T E D L E D G E R B O A R D S E C U R E D T O S T R U C T U R E B 2 X 1 0 T R E A T E D R I M B O A R D S E C U R E D T O P O S T S Y S T E M C 2 X 1 0 T R E A T E D D E C K J O I S T S @ 1 6 " O . C . ( T O B E V E R I F I E D B Y C O N T R A C T O R ) . D 2 X T R E A T E D D E C K I N G O V E R 2 X 1 0 T R E A T E D D E C K J O I S T S ( S E C O N D A R Y S P A N S U P P O R T I F R E Q ' D T O B E S P E C . B Y C O N T R A C T O R ) . E D E C K R A I L I N G S Y S T E M I F P R E S E N T S H A L L M E 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 . 3 R O O F S Y S T E M : A R A F T E R S O V E R B E A M B 4 X 4 P O S T W I T H S I M P S O N P O S T C A P & P O S T S T I R R U P ( O R E Q U A L ) CO N T R A C T O R T O V E R I F Y W I T H O W N E R P R I O R T O C O N S T R U C T I O N L O C A T I O N OF A L L D E C K L O C A T I O N S , I F A N Y . C O N T R A C T O R T O P R O V I D E D E T A I L S O N A L L A S P E C T S O F A N Y I N C L U D E D D E C K S Y S T E M , A N D L O C A T I O N O F R E Q U I R E D BE A R I N G S Y S T E M . A B O V E I S P R O V I D E D A S " T Y P I C A L " C O N S T R U C T I O N 1 HANDRAILS SHALL BE BETWEEN 34 -38 IN HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING. 2 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. (SEE CODE FOR EXCEPTIONS) 3 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30" ABOVE LEVEL BELOW. 4 GUARD HEIGHT SHALL NOT BE LESS THAN 36". 5 GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. 6 TRIANGLE OPENING FORMED BY THE RAISER, TREAD AND BOTTOM RAIL SHALL BE SUCH THAT A SPHERE 6" DIAMETER CANNOT PASS THROUGH. 7 GUARD RAIL SHALL NOT BE CONSTRUCTED WITH HORIZONTAL RAILS OR OTHER ORNAMENTAL PATTERN THAT RESULTS IN A LADDER EFFECT. 8 HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1 1/4" MIN. - 2 " MAX. OR EQUIVALENT. 9 IF HANDRAIL IS NOT CIRCULAR, SEE SECTION R311.7.8.3 FOR GRIP SIZE OPTIONS. (REFERENCE 2018 IRC R311 & R312) 1 A L L E L E C T 2 A L L F I X T U R 3 M E T E R B A E L E C T R I C A 4 M A I N P A N E D E T E R M I N TH E S E D R A W I N G S A R E T H E P R O P R I E T A R Y W O R K P R O D U C T AN D P R O P E R T Y O F R I V E R B E N D D R A F T I N G A N D D E S I G N , D E V E L O P E D F O R SH A L L OV E R R I D E AN Y TE X T WIT H I N TH E S E PL A N S IF TH E R E IS A C O N F L I C T . A N Y N O T A T I O N I N C L U D E D W I T H T H E S E D R A W I N G S TH A T A R E P R O V I D E D B Y A N A R C H I T E C T O R S T R U C T U R A L E N G I N E E R , SH A L L T A K E P R I O R I T Y O V E R A N Y T E X T P R I N T E D W I T H I N T H E S E D R A W I N G S . TH E S E D R A W I N G S A N D S P E C I F I C A T I O N S C O N S T I T U T E A B U I L D E R ' S S E T . T H E Y A R E N O T C O M P L E T E I N D E T A I L A N D W I L L R E Q U I R E C O O R D I N A T I O N BY O W N E R A N D C O N T R A C T O R T O A D D R E S S C O N S T R U C T I O N I S S U E S A N D DE C I S I O N S P E N D I N G A T I S S U A N C E O F D R A W I N G S . 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 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com El e v a t i o n s 7:12 Pitch Main, Front and sides 9' Main Walls 9' Basement Walls Garage to match TYP 11/10/2021General 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 River Bend Drafting and Design.Pg 2Plans For:TWEBB Construction Brad and Jamee Moulton LE F T E L E V A T I O N RI G H T E L E V 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 El e v a t i o n s c o n t . 11/10/2021 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 River Bend Drafting and Design.Pg 3Plans For:7:12 Pitch Main, Front and sides 9' Main walls 9' Basement foundation walls Garage to match TYP TWEBB Construction Brad and Jamee Moulton S S S S 5050RS2668 50 5 0 R S 2 8 6 8 2 8 6 8 2 8 6 8 5050RS 28 6 8 28 6 8 2868 28 6 8 2868 2868 2668 6068 30 6 8 UP UP E5 E5 E l e v a t i o n 5 4'- 6 " 4' 4'- 6 " 12 ' - 6 " 22 ' 8' 13 ' 68 ' 6" 8' 12'-6"46' 2 4 ' - 8 " 5 ' - 6 " 4 9 ' - 3 " 4 ' 5 3 ' - 3 " 5 ' - 6 " 9 ' - 6 " 7 ' - 1 1 " 16' 17 ' - 9 " 13 ' 8' - 3 " 55 ' 11 ' 8'8' 12 ' - 5 " 2 5 / 1 6 " 10 ' - 1 1 " 12'-2 1/2" 6 ' - 2 " 2'-8"15'-1 1/2"14'-11" 1 5 ' - 6 " 1 ' - 8 " 1 / 2 " 1 5 ' - 9 " 1/ 2 " 12 ' - 1 1 / 2 " 1 5 ' - 1 0 " 13 ' - 0 3 / 4 " 33 ' - 1 0 " 3 ' - 1 " 1 6 ' - 0 1 3 / 1 6 " 2 ' - 2 1 3 / 1 6 " 2 5 ' - 3 " 6 ' 33 ' - 2 " X 2 3 ' - 4 " 2 0 1 5 S Q F T 12'-2" X 12'-9" 6'- 2 " X 1 0 ' - 6 " 10 ' - 1 0 " X 1 2 ' - 9 " 14 ' - 1 " X 1 6 ' - 8 " 12 ' - 1 " X 1 0 ' - 2 " 13'-11" X 12'-8" 10 ' - 1 1 " X 5 ' - 2 " LI V I N G A R E A GA R A G E BE D R O O M ST O R A G E BEDROOM TH E A T E R CL O S E T Footing Fo o t i n g Beam ME C H A N I C A L BEDROOM 1 2 " S t a g e W o r k i n g P l a n V i e w 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 11/10/2021 F l o o r J o i s t D i r e c t i o n 9' 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 River Bend Drafti ng and Design.pg 4Plans For: 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 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 TWEBB Construction Brad and Jamee Moulton Ma i n F l o o r 2 0 1 5 s / f Ba s e m e n t 2 0 1 5 s / f Ga r a g e 1 1 2 7 s / f To t a l 5 1 5 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 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 160 8 0 90 8 030 6 8 40 3 0 R S 3 0 5 0 D H 30 5 0 D H 30 5 0 D H 30 5 0 D H 10 8 0 F X 30 8 0 58 1 6 F X 10 8 0 F X 50 5 0 R S 5050RS5050RS 60 5 0 R S 73 1 1 9 5068 3 0 6 8 12 ' - 6 " 22 ' 8' 13 ' 68 ' 8' 1'-3"11'-3"2'-8"10'15'-9 1/2" 2 4 ' 1 4 ' - 2 " 3 5 ' - 1 " 4 ' 5 3 ' - 3 " 5 ' - 6 " 9 ' - 6 " 7 ' - 3 " 16' 17 ' - 9 " 13 ' 8' - 3 " 55 ' 11 ' 5'- 3 " 3' 6'- 6 " 6'- 6 " 2 ' - 9 " 2 ' - 9 " 4' - 1 0 1 / 2 " 4' - 1 0 1 / 2 " 4' 8'8'18'-4"7'7'-5 1/2" 6' - 6 " 6'- 6 " 6'- 3 " 6' - 3 " 6' - 6 " 4'- 6 " 2'-7 1/2"6' 33 ' - 6 " X 2 3 ' - 6 " 20 1 4 S Q F T 15'-0" X 15'-0" 10 ' - 6 " X 1 0 ' - 4 " 10'-9" X 10'-4" LI V I N G A R E A BE D R O O M B E D R O O M GA R A G E MASTER BDRM Wo r k i n g Pl a n Vi e w REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com Ma i n F l o o r 11/10/2021 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 River Bend Drafti ng and Design. H1 - S T H D 1 4 H2 - R J S T H D 1 4 Pg 5 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 Min 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 H1 H1 H1 H1 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 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 10 C F M F r e s h A i r Sm o k e D e t e c t o r Ma i n F l o o r 2 0 1 5 s / f Ba s e m e n t 2 0 1 5 s / f Ga r a g e 1 1 2 7 s / f To t a l 5 1 5 7 s / f 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 8 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 8 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: Sta i r S y s t e m : 20 1 8 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 . Sla 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 11/10/2021 A So f f i t S y s t e m : 20 1 8 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 8 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 8 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 8 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 8 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 8 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 wit 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 wit 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 8 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 8 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 8 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 8 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 8 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 River Bend Drafti ng and Design.Figure R602.10.6.2 Alternate Braced Wall Panel Garage Portal Design Figure 1Pg 6 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 Liv 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 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 Plans For:TWEBB Construction Brad and Jamee Moulton 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 12 7 : 12 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 7 : 1 2 Ro o f P l a n V i e w REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 11/10/2021General 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 River Bend Drafti ng and Design.Plans For: Ro o f P l a n 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 Pg 7TWEBB Construction Brad and Jamee Moulton 1 6 8 '-1 0 1 1 /1 6 " 1 6 7 '-8 " 1 0 7 ' - 7 1 5 / 1 6 " 4 2 ' 30 ' - 0 3 / 8 " 27'-0 15/16" 6 7 '-9 5 /1 6 " 5 9 ' - 6 1 1 / 1 6 " 8 0 '-6 3 /4 " 7 2 ' - 1 0 1 / 8 " 12' 3 0' mo w s t r i p Si d e w a l k REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION DRAWINGS PROVIDED BY:DATE:River Bend Drafting and Design Elise Shurtliff 208-557-3621 Elise@riverbendhouseplans.com 11/10/2021 Pl o t P l a n Pi n e B r o o k E s t a t e s Bl o c k 4 L o t 2 6 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 River Bend Drafti ng and Design.Pg 8Plans For:TWEBB Construction Brad and Jamee Moulton