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HomeMy WebLinkAboutPLANS - 23-00396 - Starbucks - New Commercial Bldg - Shell OnlyS I T E P L A N F O R : R E X B U R G S T A R B U C K S SURVEY NOTE:This site plan conforms to an actual survey that w a s p e r f o r m e d o n t h e ground by a licensed land surveyor in and for the S t a t e o f I d a h o . I t i s the owner’s responsibility to construct all structur e s s h o w n o n t h i s s i t e plan in accordance with said survey. D a t e : C o n n e c t E n g i n e e r i n g A P P R O V A L S I G N A T U R E S : o f DEVELOPMENT DRAWINGS FOR:STATE MAP S H E E T N O . D a t e : T h e C i v i l C o n n e c t i o n 2 2 9 5 N Y E L L O W S T O N E H W Y , U N I T 6 , I D 8 3 4 0 1 2 0 8 . 8 8 1 . 0 0 8 1 D a t e : D e p a r t m e n t o f E n v i r o n m e n t a l Q u a l i t y PRELIMIN A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y 1 8 REXBURG STARBUCKSREXBURG, ID R E X B U R G , I D P R E L I M I N A R Y F O R R E V I E W O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y REXBURG, ID S I T E M A P V I C I N I T Y M A P U N I V E R S I T Y B L V D . GOLD E N B E A U T Y D R . UNIVERSITY BLVD. GOLD E N B E A U T Y D R . HWY 2 0 D E P A R T M E N T O F E N V I R O N M E N T A L Q U A L I T Y 9 0 0 N S K Y L I N E , S U I T E B I D A H O F A L L S , I D A H O 8 3 4 0 2 ( 2 0 8 ) 5 2 8 - 2 6 5 0 C O N T A C T S I N T E R M O U N T I A N G A S C O M P A N Y 1 5 2 7 H O L L I P A R K D R I D A H O F A L L S I D A H O , I D A H O 8 3 4 0 1 ( 2 0 8 ) 5 4 2 - 6 6 3 2 R O C K Y M O U N T A I N P O W E R 1 7 0 W 2 N D N R E X B U R G , I D 8 3 4 4 0 ( 8 8 8 ) 2 2 1 - 7 0 7 0 C I T Y O F R E X B U R G 3 5 N 1 S T E , R E X B U R G , I D 8 3 4 4 0 ( 2 0 8 ) 3 5 9 - 3 0 2 0 A P P R O V E D B Y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E : _ _ _ _ _ _ _ _ _ _ _ _ C i t y o f R E X B U R G S T A R L I G H T 1 5 2 5 S H E R R Y D R . I D A H O F A L L S , I D 8 3 4 0 3 ( 2 0 8 ) 5 2 3 - 4 5 6 7 GENERAL NOTES1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards andspecifications set forth by the CITY OF REXBURG standard specifications and drawings, and requirements of the IdahoStandards for Public Works Construction, (ISPWC) current edition.2.All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forthherein, whichever is more restrictive.3.The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based onrecords of the various utility companies and where possible, measurements taken in the field. The Contractor must call thelocal utility location center at least 48 hours before any excavation to request exact field locations of the utilities.4.A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors,Subcontractors and/or Utility Contractors shall be present.5.All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.6.The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainageimprovements are in place and functioning.7.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of anyjurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring,and security within and around the construction area.8.Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at therequest of the agency and/or Engineer.9.CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c)placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor fromthe responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OFREXBURG without the approval of the Project Engineer.10.Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.11.Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the jobwithout the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must alsomaintain a set of plans stamped with approval by the Department of Environmental Quality on site.12.Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interiorcorners are verified to be in place.13.Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing aStorm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPAat 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hoursprior to the beginning of construction.14.The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in fromthe site.15.All measures possible shall be taken to ensure erosion control with Best Management Practices.16.Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer.17.All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.18.Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.19.All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements.20.CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the siteimprovements meet or exceed standards and design as per the approved construction drawings.21.To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc.22.Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result innon-acceptance of the site by DEQ, Engineer, City etc.23.A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECTENGINEERING prior to the walk-thru.24.A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the roadright-of-way not shown on these improvement drawings.25.Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OFREXBURG.26.Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision.Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments willbe reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance.27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at theContractors expense.28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW forbore.29.Plans are intended to be printed in color for added clarity of design. S T R E E T C O N S T R U C T I O N 1 . A l l c o n s t r u c t i o n w i t h i n p u b l i c r i g h t - o f - w a y s h a l l c o n f o r m t o t h e c u r r e n t e d i t i o n o f t h e I S P W C a n d t h e C I T Y O F R E X B U R G s t a n d a r d s . N o e x c e p t i o n s t o P o l i c y S t a n d a r d s a n d t h e I S P W C w i l l b e a l l o w e d u n l e s s s p e c i f i c a l l y a n d p r e v i o u s l y a p p r o v e d i n w r i t i n g b y t h e C I T Y O F R E X B U R G . 2 . N o c o n s t r u c t i o n s h a l l b e g i n b e f o r e t h e P r e - C o n s t r u c t i o n m e e t i n g , w h i c h t h e C o n t r a c t o r i s r e q u i r e d t o a t t e n d . 3 . S a n i t a r y s e w e r a n d s t o r m d r a i n m a n h o l e s , c o n e s a n d s t r u c t u r e s s h a l l b e s e t t o s p e c i f i e d e l e v a t i o n b y t h e i r r e s p e c t i v e c o n t r a c t o r s . A l l r e m a i n i n g m a n h o l e m a t e r i a l s , e x c e p t c o n c r e t e c o l l a r s , n e c e s s a r y t o c o n s t r u c t m a n h o l e t o f i n i s h e d g r a d e i n p a v e m e n t a r e a s s h a l l b e f u r n i s h e d b y t h e C o n t r a c t o r f o r p l a c e m e n t a t f i n i s h e d g r a d e . F o r m a n h o l e s n o t w i t h i n p a v e m e n t a r e a s , t h e m a n h o l e r i n g s s h a l l b e s e t t o f i n i s h e d g r a d e b y t h e i r r e s p e c t i v e c o n t r a c t o r . C o n t r a c t o r s h a l l c o n t a c t t h e C I T Y O F R E X B U R G t w e n t y - f o u r ( 2 4 ) h o u r s p r i o r t o p o u r i n g c o n c r e t e c o l l a r s . 4 . C o n t r a c t o r s h a l l c o n s t r u c t f o u r i n c h e s ( 4 " ) o f a s p h a l t p a v e m e n t t h i c k n e s s a t j o i n t l o c a t i o n s f o r a l l p a v e m e n t m a t c h e s . 5 . A l l r e i n f o r c e d c o n c r e t e p i p e s h a l l c o n f o r m t o A S T M C - 7 6 S p e c i f i c a t i o n s f o r t h e c l a s s o f p i p e i n d i c a t e d , a n d s h a l l b e i n s t a l l e d w a t e r t i g h t . 6 . A l l w o r k w i l l b e i n s p e c t e d b y C O N N E C T E N G I N E E R I N G a n d m o n i t o r e d b y t h e C I T Y O F R E X B U R G i n a c c o r d a n c e w i t h t h e l a t e s t e d i t i o n o f t h e " R E X B U R G S T A N D A R D 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 " . 7 . B o r r o w s h a l l b e o b t a i n e d f r o m s o u r c e s d e s i g n a t e d o r a p p r o v e d i n w r i t i n g b y t h e E n g i n e e r . 8 . C l e a r i n g a n d g r u b b i n g s h a l l c o n s i s t o f r e m o v i n g a l l n a t u r a l a n d a r t i f i c i a l o b j e c t i o n a b l e m a t e r i a l s . U n d e r n o c i r c u m s t a n c e s s h a l l r o a d w a y s b e p l a c e d o n f r o z e n o r o b j e c t i o n a b l e m a t e r i a l . 9 . T h e s u b g r a d e s h a l l b e e x c a v a t e d a n d b l a d e d t o r e m o v e a l l u n e v e n a r e a s a n d t o s e c u r e a u n i f o r m s u r f a c e t r u e t o g r a d e a n d l i n e . T h e s u b g r a d e m a t e r i a l s h a l l t h e n b e s c a r i f i e d t o a d e p t h o f e i g h t i n c h e s ( 8 " ) , a d j u s t e d t o w i t h i n a p p r o x i m a t e l y 2 % o f o p t i m u m m o i s t u r e c o n t e n t a n d c o m p a c t e d t o t h e m i n i m u m d e n s i t y r e q u i r e d a s s t a t e d i n I S P W C . 1 0 . A l l c o n c r e t e u s e d s h a l l b e C l a s s 4 a n d h a v e a s t r e n g t h o f f o u r t h o u s a n d ( 4 0 0 0 ) P S I i n t w e n t y - e i g h t ( 2 8 ) d a y s . T h e c o n c r e t e m i x s h a l l i n c l u d e F l y A s h f o r A S R m i t i g a t i o n . T h e m i x d e s i g n s h a l l b e a p p r o v e d b y t h e e n g i n e e r . A l l c o n c r e t e s h a l l b e c u r e d b y a l i q u i d m e m b r a n e - f o r m i n g c u r i n g c o m p o u n d m e t h o d , u n l e s s o t h e r w i s e s p e c i f i e d i n w r i t i n g b y t h e E n g i n e e r . 1 1 . T h e p l a n t m i x s h o u l d b e a 1 2 - i n c h S P 3 P G 5 8 - 2 8 , 1 t o 1 0 m i l l i o n d e s i g n E S A L s s u p e r p a v e h o t m i x a s p h a l t d e s i g n . 1 2 . A l l r o a d s t r i p p i n g a n d e x c e s s t o p s o i l s h a l l b e s t o c k p i l e d o u t o f t h e r i g h t - o f - w a y a n d s t o r e d a t C o n t r a c t o r ' s e x p e n s e . 1 3 . A t r a f f i c c o n t r o l p l a n b a s e d o n t h e l a t e s t e d i t i o n o f t h e M a n u a l o n U n i f o r m T r a f f i c C o n t r o l D e v i c e s ( M U T C D ) s h a l l b e a p p r o v e d b y t h e C I T Y O F R E X B U R G P u b l i c W o r k s D e p a r t m e n t p r i o r t o c o n s t r u c t i o n . 1 4 . P a r k e d e q u i p m e n t a n d s t o r e d m a t e r i a l s s h a l l b e k e p t a s f a r a w a y f r o m t h e t r a v e l w a y a s f e a s i b l e . I t e m s l e f t o v e r n i g h t w i t h i n 3 0 f e e t o f t h e t r a v e l w a y s h a l l b e m a r k e d a n d / o r p r o t e c t e d . W A T E R N O T E S 1 . T h e w a t e r s y s t e m s h a l l b e c o n s t r u c t e d t o c o n f o r m w i t h t h e s t a n d a r d s s e t f o r t h i n t h e " I d a h o R e g u l a t i o n s f o r P u b l i c D r i n k i n g W a t e r S y s t e m s " a n d t h e c u r r e n t C I T Y O F R E X B U R G s t a n d a r d 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 . 2 . T h e p i p e s h a l l b e i n s t a l l e d i n a w o r k m a n l i k e m a n n e r b y p e r s o n s p r o p e r l y q u a l i f i e d t o p e r f o r m s a i d w o r k a n d s h a l l b e i n c o n f o r m a n c e w i t h t h e m a n u f a c t u r e r ' s r e c o m m e n d a t i o n s a s a p p r o v e d b y t h e C i t y E n g i n e e r . A l l w o r k a n d m a t e r i a l s m u s t c o n f o r m t o c u r r e n t r e q u i r e m e n t s o f t h e C I T Y O F R E X B U R G . W a t e r d i s t r i b u t i o n m a i n s s h a l l b e c o n s t r u c t e d w i t h c l a s 5 0 D I p i p e , A W W A C - 9 0 0 , D R 1 8 P V C o r P r e s s u r e C l a s s 2 5 0 D I P . 3 . A l l w a t e r s e r v i c e s s h a l l b e 1 " D R 7 ( 2 0 0 p s i ) P E I P S p i p e a n d h a v e a m i n i m u m c o v e r o f 5 f e e t p e r C i t y o f R E X B U R G S t d . D w g s # 6 0 0 - 1 a n d / o r 6 0 0 - 3 . C a p l i n e s 1 5 ' i n s i d e p r o p e r t y l i n e s a f t e r i n s t a l l a t i o n o f t h e w a t e r m a i n s . T h e t r e n c h e s s h a l l b e c o m p a c t e d t o 9 5 % o f m a x i m u m d e n s i t y t o p r e v e n t f u r t h e r s e t t l e m e n t . A l l m a i n s s h a l l b e l e a k - t e s t e d , d i s i n f e c t e d , f l u s h e d a n d b a c t e r i a t e s t e d b e f o r e c o n n e c t i n g t o t h e m u n i c i p a l s y s t e m . M u e l l e r t h e r m a l c o i l m e t e r p i t , o r e q u i v a l e n t , r e q u i r e d f o r a l l w a t e r s e r v i c e s . 4 . W h e r e i t i s n e c e s s a r y f o r s e w e r a n d w a t e r t o c r o s s e a c h o t h e r a n d t h e s e w e r l i n e i s a b o v e o r l e s s t h a n 1 8 i n c h e s b e l o w t h e w a t e r m a i n , t h e s e w e r l i n e c r o s s i n g s h a l l b e e i t h e r : a . N o n - P o t a b l e p i p e l i n e c o n s t r u c t i o n w i t h p o t a b l e w a t e r c l a s s p i e f o r a m i n i m u m o f t e n ( 1 0 ) f e e t e i t h e r s i d e o f p o t a b l e p i p e l i n e w i t h a s i n g l e t w e n t y ( 2 0 ) f e e t s e c t i o n o f p o t a b l e w a t e r c l a s s p i p e c e n t e r e d o n t h e c r o s s i n g ; o r b . S l e e v e n o n - p o t a b l e o r p o t a b l e p i p e l i n e w i t h p o t a b l e w a t e r c l a s s p i p e t e n ( 1 0 ) f e e t e i t h e r s i d e o f c r o s s i n g . U s e o f h y d r a u l i c c e m e n t i t o u s m a t e r i a l s s u c h a s c o n c r e t e , c o n t r o l l e d d e n s i t y f i l l , a n d c o n c r e t e s l u r r y e n c a s e m e n t i s n o t a l l o w e d a s a s u b s t i t u t e f o r s l e e v i n g . I f p o t a b l e p i p e l i n e i s b e l o w n o n - p o t a b l e p i p e l i n e , t h e n o n - p o t a b l e p i p e l i n e m u s t a l s o b e s u p p o r t e d t h r o u g h t h e c r o s s i n g t o p r e v e n t s e t t l i n g . 5 . A l l t e e s , p l u g s , c a p s a n d b e n d s , a n d a t o t h e r l o c a t i o n s w h e r e u n b a l a n c e d f o r c e s e x i s t , s h a l l b e s e c u r e d a n d a n c h o r e d b y c o n c r e t e t h r u s t b l o c k s a s s h o w n o n C I T Y O F I D A H O F A L L S s t d . d w g s . 6 . C O N N E C T E N G I N E E R I N G w i l l p r o v i d e o n e ( 1 ) s e t o f c o n s t r u c t i o n s t a k e s f o r e a c h o f t h e f o l l o w i n g i t e m s : w a t e r m a i n l i n e s , f i r e h y d r a n t s , a n d s e r v i c e c o n n e c t i o n s . 7 . C o n t r a c t o r t o f i e l d v e r i f y a l l v a l v e b o x l i d e l e v a t i o n s t o a s s u r e t h a t s a i d l i d e l e v a t i o n s m a t c h f i n a l s t r e e t g r a d e . 8 . T h e p a v i n g c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r c o n s t r u c t i n g c o n c r e t e c o l l a r s a n d f i n a l a d j u s t m e n t s o f w a t e r v a l v e s t o g r a d e . 9 . P i p e s l a i d o n a c u r v e : t h e m a x i m u m j o i n t d e f l e c t i o n s h a l l b e 5 p e r c e n t o r t h e m a n u f a c t u r e r ' s r e c o m m e n d a t i o n , w h i c h e v e r i s l e s s . 1 0 . T h e d e v e l o p e r w i l l t e s t t h e c o m p a c t i o n o f t h e w a t e r p i p e l i n e b e d d i n g i n a c c o r d a n c e w i t h t h e I S P W C s p e c i f i c a t i o n s c o n s t r u c t i o n i n s p e c t i o n p o l i c y . T e s t i n g w i l l b e d o n e b y a n o u t s i d e t e s t i n g l a b o r a t o r y . T h e c o s t o f t h i s s e r v i c e s h a l l b e p a i d b y t h e d e v e l o p e r . H o w e v e r , i f t h e t e s t f a i l s , t h e c o s t o f t h e t e s t a n d a n y r e t e s t i n g s h a l l b e p a i d b y t h e w a t e r c o n t r a c t o r . T h e c o n t r a c t o r s h a l l c o o r d i n a t e w i t h t h e d e v e l o p e r ' s e n g i n e e r a n d t e s t i n g l a b o r a t o r y t o s c h e d u l e t h e t e s t s , h i s b a c k f i l l i n g , a n d p i p e l a y i n g o p e r a t i o n . 1 1 . T h e d e v e l o p e r ' s e n g i n e e r s h a l l b e p r e s e n t d u r i n g a l l t e s t i n g o f t h e w a t e r l i n e . 1 2 . T h e h o r i z o n t a l s e p a r a t i o n o f t h e w a t e r a n d s a n i t a r y s e w e r , o r s t o r m d r a i n s h a l l b e a m i n i m u m o f t e n ( 1 0 ) f e e t . 1 3 . T h e w a t e r l i n e c o n s t r u c t i o n s h a l l c o n f o r m t o t h e d e p t h o f p u b l i c h e a l t h a n d w e l f a r e r e g u l a t i o n s o f p u b l i c d r i n k i n g . A m i n i m u m o f 5 - f o o t c o v e r f o r w a t e r l i n e s w a t e r s y s t e m s a n d d i s i n f e c t i o n s p e c i f i c a t i o n s s h a l l b e k e p t . 1 4 . F i r e h y d r a n t s o r t e m p o r a r y b l o w - o f f s s h a l l b e i n s t a l l e d o n d e a d - e n d w a t e r l i n e s . 1 5 . W a t e r l i n e s s h a l l n o t e x c e e d 8 ' i n d e p t h f r o m f i n i s h e d g r a d e . 1 6 . A t a l l t i m e s , w h e n l a y i n g p i p e i s n o t i n p r o g r e s s , o p e n e n d s o f t h e p i p e s h a l l b e c l o s e d b y a w a t e r t i g h t p l u g o r o t h e r a p p r o v e d m e a n s . A t t h e c l o s e o f t h e d a y ' s w o r k , o r w h e n e v e r w o r k m e n a r e a b s e n t f r o m t h e j o b , t h e e n d o f t h e l a s t l a i d s e c t i o n s h a l l b e p l u g g e d , c a p p e d , o r t i g h t l y c l o s e d t o p r e v e n t e n t r y o f f o r e i g n m a t e r i a l . 1 7 . A l l w a t e r m a i n f i t t i n g s t o b e m e c h a n i c a l j o i n t ; n o f l a n g e d f i t t i n g s . 1 8 . A m i n i m u m o f 1 8 " v e r t i c a l c l e a r a n c e m u s t e x i s t b e t w e e n p o t a b l e a n d n o n - p o t a b l e l i n e s . 1 9 . F i r e h y d r a n t s s h a l l b e C l o w M e d a l l i o n o r W a t e r o u s P a c e r . A n y o t h e r t y p e s h a l l b e u p t o t h e C I T Y O F R E X B U R G t o a p p r o v e o r r e j e c t . A l l f i r e h y d r a n t s s h a l l b e p a i n t e d r e d . 2 0 . I n s t a l l N o . 1 2 A W G c o p p e r l o c a t i n g w i r e w i t h i n s u l a t i o n o n a l l w a t e r p i p e a n d w a t e r s e r v i c e l i n e s . U t i l i z e e p o x y s p l i c e k i t s . S E W E R N O T E S 1 . P r i o r t o c o n s t r u c t i o n , i t s h a l l b e t h e r e s p o n s i b i l i t y o f t h e c o n t r a c t o r t o i n f o r m a l l t h e u t i l i t y c o m p a n i e s o f t h e c o n s t r u c t i o n s c h e d u l e . 2 . A l l e x i s t i n g u t i l i t y l o c a t i o n s a n d d e p t h s a r e a p p r o x i m a t e a n d s h a l l b e v e r i f i e d b y t h e c o n t r a c t o r . 3 . A l l e l e v a t i o n s a r e b a s e d o n t h e U S E D D A T U M . 4 . M a n h o l e r i m e l e v a t i o n s a s s h o w n o n t h e C o n s t r u c t i o n D r a w i n g s a r e a p p r o x i m a t e . T h e m a n h o l e f r a m e s a n d c o v e r s s h a l l b e c o n s t r u c t e d i n a c c o r d a n c e w i t h t h e C I T Y O F R E X B U R G S t a n d a r d D r a w i n g s . R i m e l e v a t i o n s s h a l l b e d e t e r m i n e d b y t h e e n g i n e e r i n t h e f i e l d d u r i n g c o n s t r u c t i o n . 5 . C o n t r a c t o r s h a l l r e p a v e a n y e x i s t i n g p a v e d s t r e e t s d i s t u r b e d d u r i n g c o n s t r u c t i o n . 6 . R e t a i n a n d p r o t e c t a l l i r r i g a t i o n a n d d r a i n a g e c r o s s i n g s . T h e c o n t r a c t o r s h a l l c o o r d i n a t e w i t h t h e o w n e r a n d t h e R e x b u r g I r r i g a t i o n C o m p a n y ( 2 0 8 - 3 5 6 - 5 2 5 1 ) f o r t h e i n s p e c t i o n o f t h e e x p o s e d i r r i g a t i o n a n d / o r d r a i n a g e p i p e c r o s s i n g s . I f e x i s t i n g p i p e s a r e d a m a g e d , t h e a f f e c t e d p i p e w i l l b e r e p l a c e d b y t h e c o n t r a c t o r . 7 . T h e d e v e l o p e r ' s e n g i n e e r s h a l l b e p r e s e n t d u r i n g a l l t e s t i n g o f t h e s e w e r c o n s t r u c t i o n . 8 . R e t a i n a n d p r o t e c t e x i s t i n g c u r b , g u t t e r a n d s i d e w a l k . i f r e m o v a l i s n e c e s s a r y , r e p l a c e m e n t s h a l l b e i n c i d e n t a l t o p r o j e c t . 9 . T h e f o l l o w i n g t y p e a n d c l a s s o f p i p e w i l l b e p e r m i t t e d : g r a v i t y p i p e s h a l l c o n f o r m t o A S T M D - 3 0 3 4 , P V C , S D R 3 5 , o r o t h e r p i p e a p p r o v e d i n t h e C I T Y O F R E X B U R G S t a n d a r d s . 1 0 . A l l w o r k s h a l l b e c o n s t r u c t e d t o t h e C I T Y O F R E X B U R G S t a n d a r d s . A l l w o r k s h a l l b e a p p r o v e d b y t h e C I T Y O F R E X B U R G . 1 1 . S a n i t a r y s e w e r m a n h o l e c o n e s s h a l l b e s e t a m a x i m u m o f o n e ( 1 ) f o o t b e l o w s p e c i f i e d r i n g e l e v a t i o n s b y s e w e r c o n t r a c t o r . A l l r e m a i n i n g m a n h o l e m a t e r i a l s , o t h e r t h a n c o n c r e t e c o l l a r s n e c e s s a r y t o c o n s t r u c t m a n h o l e t o f i n i s h e d g r a d e , s h a l l b e f u r n i s h e d b y t h e s e w e r c o n t r a c t o r f o r p l a c e m e n t a t f i n i s h e d g r a d e b y s t r e e t p a v i n g c o n t r a c t o r . A l l m a t e r i a l s f o r c o n c r e t e a r o u n d m a n h o l e r i n g s s h a l l b e s u p p l i e d a n d c o n s t r u c t e d t o f i n i s h e d g r a d e b y s t r e e t c o n t r a c t o r . T h e o w n e r ' s e n g i n e e r s h a l l b e c o n t a c t e d 2 4 h o u r s p r i o r t o p l a c i n g c o n c r e t e c o l l a r s . 1 2 . T h e t r e n c h b a c k f i l l a b o v e t h e p i p e z o n e w i l l b e i n s p e c t e d b y t h e o w n e r ' s e n g i n e e r i n a c c o r d a n c e w i t h t h e l a t e s t e d i t i o n o f t h e I d a h o S t a n d a r d s f o r P u b l i c W o r k s C o n s t r u c t i o n S p e c i f i c a t i o n s a n d t h e C I T Y O F R E X B U R G S t a n d a r d s a n d S p e c i f i c a t i o n s . 1 3 . W h e r e P V C i s u t i l i z e d , a r u b b e r r i n g o r a p p r o v e d e q u i v a l e n t i s t o b e i n s t a l l e d w h e r e t h e p i p e i s i n c o n t a c t w i t h m a n h o l e b a s e a n d / o r m a n h o l e c h a n n e l i n o r d e r t o e n s u r e a w a t e r t i g h t s e a l . 1 4 . W h e r e i t i s n e c e s s a r y f o r s e w e r a n d w a t e r t o c r o s s e a c h o t h e r a n d t h e s e w e r l i n e i s a b o v e o r l e s s t h a n 1 8 i n c h e s b e l o w t h e w a t e r m a i n , t h e s e w e r l i n e c r o s s i n g s h a l l b e e i t h e r : a . N o n - P o t a b l e p i p e l i n e c o n s t r u c t i o n w i t h p o t a b l e w a t e r c l a s s p i e f o r a m i n i m u m o f t e n ( 1 0 ) f e e t e i t h e r s i d e o f p o t a b l e p i p e l i n e w i t h a s i n g l e t w e n t y ( 2 0 ) f e e t s e c t i o n o f p o t a b l e w a t e r c l a s s p i p e c e n t e r e d o n t h e c r o s s i n g ; o r b . S l e e v e n o n - p o t a b l e o r p o t a b l e p i p e l i n e w i t h p o t a b l e w a t e r c l a s s p i p e t e n ( 1 0 ) f e e t e i t h e r s i d e o f c r o s s i n g . U s e o f h y d r a u l i c c e m e n t i t o u s m a t e r i a l s s u c h a s c o n c r e t e , c o n t r o l l e d d e n s i t y f i l l , a n d c o n c r e t e s l u r r y e n c a s e m e n t i s n o t a l l o w e d a s a s u b s t i t u t e f o r s l e e v i n g . I f p o t a b l e p i p e l i n e i s b e l o w n o n - p o t a b l e p i p e l i n e t h e n o n - p o t a b l e p i p e l i n e m u s t a l s o b e s u p p o r t e d t h r o u g h t h e c r o s s i n g t o p r e v e n t s e t t l i n g . 1 5 . W h e r e t h e s e w e r m a i n d e p t h w i l l a l l o w , a l l s e w e r s e r v i c e l i n e s s h a l l b e c o n s t r u c t e d t o a d e p t h o f 9 . 5 ' a t p r o p e r t y l i n e . T h e c o n t r a c t o r s h a l l u s e 4 " d i a m e t e r P V C p i p e o r a p p r o v e d e q u i v a l e n t f o r a l l s e r v i c e l i n e s . A l l s e w e r s e r v i c e l i n e s s h a l l b e c o n s t r u c t e d a t a m i n i m u m g r a d e o f 1 % . 1 6 . S e w e r s e r v i c e l i n e s s h a l l b e 4 " P V C a n d c o n s t r u c t e d t o a p o i n t 1 5 ' i n s i d e t h e f r o n t l o t l i n e a s s h o w n . E x c e p t w h e r e o t h e r w i s e l o c a t e d , t h e s e w e r s e r v i c e l i n e s s h a l l b e c o n s t r u c t e d a s s h o w n o n p l a n . 1 7 . T h e h o r i z o n t a l s e p a r a t i o n o f t h e w a t e r a n d s e w e r m a i n s s h a l l b e a m i n i m u m o f t e n ( 1 0 ) f e e t . 1 8 . C o n t r a c t o r s h a l l n o t i f y t h e C I T Y O F R E X B U R G C i t y E n g i n e e r a n d t h e d e v e l o p e r ' s e n g i n e e r 4 8 h o u r s i n a d v a n c e o f c o n s t r u c t i o n . 1 9 . W a t e r l e v e l s s h a l l b e m a i n t a i n e d b e l o w t h e t r e n c h b o t t o m d u r i n g t h e p i p e l a y i n g a n d j o i n i n g o p e r a t i o n . T h e d e w a t e r i n g m e t h o d s h a l l b e d i s c u s s e d w i t h t h e e n g i n e e r a n d a p p r o v e d p r i o r t o c o n s t r u c t i o n . D i t c h e s a n d s t o r m d r a i n f a c i l i t i e s t h a t a r e s i l t e d u p d u e t o t h e c o n t r a c t o r ' s d e w a t e r i n g s h a l l b e c l e a n e d a n d r e s t o r e d t o t h e i r o r i g i n a l s t a t e . 2 0 . C o n t r a c t o r s h a l l l o c a t e a n d p r o t e c t a l l u n d e r g r o u n d u t i l i t i e s d u r i n g c o n s t r u c t i o n . 2 1 . T h e d e v e l o p e r s h a l l t e s t t h e c o m p a c t i o n o f t h e s e w e r p i p e l i n e b e d d i n g i n a c c o r d a n c e w i t h t h e t h e I S P W C s p e c i f i c a t i o n s , a n d w i l l b e d o n e b y a n o u t s i d e t e s t i n g l a b o r a t o r y . T h e c o s t o f t h i s s e r v i c e s h a l l b e p a i d b y t h e d e v e l o p e r . H o w e v e r , i f t h e t e s t f a i l s , t h e c o s t o f t h e t e s t a n d a n y r e t e s t i n g s h a l l b e p a i d b y t h e c o n t r a c t o r . T h e c o n t r a c t o r s h a l l c o o r d i n a t e w i t h t h e d e v e l o p e r ' s e n g i n e e r a n d t h e t e s t i n g l a b o r a t o r y t o s c h e d u l e t h e t e s t s , b a c k f i l l i n g , a n d p i p e l a y i n g o p e r a t i o n . 2 2 . A f t e r a l l u t i l i t i e s a r e c o n s t r u c t e d a n d j u s t p r i o r t o p a v i n g , t h e c o n t r a c t o r s h a l l p e r f o r m a n a i r t e s t o n t h e s e w e r s y s t e m . T h e d e v e l o p e r ' s e n g i n e e r s h a l l b e p r e s e n t t o w i t n e s s t h e t e s t . T h e c o n t r a c t o r s h a l l c o n t a c t t h e e n g i n e e r 2 4 h o u r s p r i o r t o t e s t i n g . C i t y o f R E X B U R G r e q u i r e s l o w p r e s s u r e a i r o r h y d r o s t a t i c t e s t i n g , m a n d r e l , a n d C C T V i n s p e c t i o n o f t h e c o m p l e t e d s e w e r . 2 3 . T h e c o n t r a c t o r s h a l l l e a v e t h e e x c a v a t i o n f o r t h e u p s t r e a m e n d o f a l l s e r v i c e l i n e s o p e n f o r f i e l d v e r i f i c a t i o n o f t h e i n v e r t e l e v a t i o n b y t h e e n g i n e e r ' s i n s p e c t o r . T h e c o n t r a c t o r s h a l l n o t b a c k f i l l t h e e n d s o f s e r v i c e l i n e s u n t i l h e h a s o b t a i n e d a p p r o v a l f r o m t h e e n g i n e e r ' s i n s p e c t o r o r m a d e o t h e r a r r a n g e m e n t s f o r v e r i f i c a t i o n o f s e r v i c e l i n e i n v e r t e l e v a t i o n s . 2 4 . S e r v i c e a n d m a i n p i p i n g s h a l l b e i n a c c o r d a n c e w i t h A S T M 3 0 3 4 a n d s h a l l b e S D R 3 5 o r g r e a t e r p l a s t i c p i p e o r a p p r o v e d e q u a l . 2 5 . S e r v i c e w y e s s h a l l b e i n s t a l l e d p e r t h e C I T Y O F R E X B U R G S t a n d a r d s . 2 6 . B a c k f i l l c o m p a c t i o n o f d r o p m a n h o l e s s h a l l n o t b e a c c e p t e d w i t h o u t f u l l t i m e i n s p e c t i o n b y d e v e l o p e r ' s e n g i n e e r d u r i n g c o m p a c t i o n w o r k . 2 7 . A t a l l t i m e s , w h e n l a y i n g p i p e i s n o t i n p r o g r e s s , o p e n e n d s o f t h e p i p e s h a l l b e c l o s e d b y a w a t e r t i g h t p l u g o r o t h e r a p p r o v e d m e a n s . A t t h e c l o s e o f t h e d a y ' s w o r k , o r w h e n e v e r w o r k m e n a r e a b s e n t f r o m t h e j o b , t h e e n d o f t h e l a s t l a i d s e c t i o n s h a l l b e p l u g g e d , c a p p e d , o r t i g h t l y c l o s e d t o p r e v e n t e n t r y o f f o r e i g n m a t e r i a l . 2 8 . A l l v i s i b l e l e a k s s h a l l b e r e p a i r e d - e v e n i f t h e l e a k a g e i s b e l o w a l l o w a b l e l i m i t s . 2 9 . T h e d e v e l o p e r ' s e n g i n e e r s h a l l b e p r e s e n t d u r i n g a l l t e s t i n g o f t h e s e w e r l i n e . 3 0 . A m i n i m u m o f 1 8 " v e r t i c a l c l e a r a n c e m u s t e x i s t b e t w e e n p o t a b l e a n d n o n - p o t a b l e l i n e s . ELECTRICAL NOTES1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Eachutility shall be constructed to its own policy.2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installedby the Developer/Contractor.3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and36" radius elbows shall be schedule 40 pvc.4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade).Including 6" of sand bedding below and above top of conduits.5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by RockyMountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench thatis less than 48" deep.6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except thosefacilities shown to be relocated or moved per Rocky Mountain Power contractors map.7.Coordinate all electrical construction with Rocky Mountain Power.8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electricalfacilities, except those facilities inside city rights of way.9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along allPublic Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase streetlight assembly provided and installed by Rocky Mountain Power.10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, andinstallation details.11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or(with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaksand hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc.12.Contact Rocky Mountain Power prior to construction.CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : M a r c h 1 , 2 0 2 3 DATEREVISIONS N O T E S R E X B U R G S T A R B U C K S R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 x 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 P R E L I M I N A R Y F O R R E V I E W O N L Y PRELIM I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y 1 V = 1 0 H 2 S T R E E T S I G N I N G 1 . A l l r o a d s t r i p i n g a n d t r a f f i c s i g n i n g s h a l l b e d e s i g n e d , c o n s t r u c t e d , a n d p l a c e d a c c o r d i n g t o t h e c u r r e n t M a n u a l o f U n i f o r m T r a f f i c C o n t r o l D e v i c e s ( M U T C D ) w i t h t h e f o l l o w i n g e x c e p t i o n s : 1 . 1 . A l l S t o p a n d Y i e l d s i g n s u s e d i n a n y s u b d i v i s i o n s h a l l b e a m i n i m u m 3 0 " X 3 0 " , e n g i n e e r g r a d e s h e e t i n g i s n o t a l l o w e d . 1 . 2 . A l l R o a d N a m e a n d S t r e e t s i g n s s h a l l h a v e a m i n i m u m 4 " l e g e n d . B o t h b a c k g r o u n d a n d l e g e n d s h a l l b e r e t r o - r e f l e c t i v e . S t a n d a r d c o l o r s a r e w h i t e l e g e n d a n d g r e e n b a c k g r o u n d e x c e p t p r i v a t e r o a d s , w h i c h w i l l h a v e a b l u e b a c k g r o u n d . 1 . 3 . S u b s t r a t e m a t e r i a l s h a l l b e a l u m i n u m ; n o f i b e r g l a s s o r p l a s t i c w i l l b e a c c e p t e d . 1 . 4 . T h e m i n i m u m s i z e f o r S p e e d L i m i t S i g n s s h a l l b e 2 4 " W X 3 0 " L w i t h b l a c k l e g e n d o n w h i t e b a c k g r o u n d . 1 . 5 . P o s t s s h a l l b e m e t a l a n d s h a l l b e a n c h o r e d w i t h a " s o i l t y p e " a n c h o r . N o c o n c r e t e s h a l l b e u s e d a s a n a n c h o r . P o s t s s h a l l b e 2 " X 2 " s q u a r e a n d m u s t m e e t b r e a k - a - w a y s t a n d a r d s o f t h e S t a t e o f I d a h o . N o U - c h a n n e l s h a l l b e u s e d . 1 . 6 . T h e m i n i m u m h e i g h t o f s i g n s s h a l l b e 6 ' f r o m t h e r o a d s u r f a c e t o t h e b o t t o m o f t h e s i g n . 1 . 7 . M a i n t e n a n c e o f a l l s t r e e t a n d t r a f f i c s i g n s w i l l b e t h e r e s p o n s i b i l i t y o f t h e d e v e l o p e r u n t i l t h e s t r e e t s a r e o f f i c i a l l y a c c e p t e d f o r m a i n t e n a n c e b y t h e C I T Y O F A M M O N . P R E L I M I N A R Y F O R R E V I E W O N L Y A S P H A L T P A R K I N G L O T S E C T I O N 1.00' C O A R S E R O C K B A C K F I L L 4 " M I N . - 6 " M I N . T Y P I C A L B A R R E L S E C T I O N 3 . 5 " I N S T A L L 2 . 0 0 ' B O R E H O L E I N B O T T O M O F C A T C H B A S I N I N S T A L L S T A N D A R D M A N H O L E F R A M E , G R A T E C O V E R , A N D R I S E R P E R I S P W C S D - 6 1 7 B O T T O M O F P O N D 1.00' MIN SUMP I N F I L T R A T I O N M A N H O L E D E T A I L N O T T O S C A L E I N L E T P I P E C L A S S 4 0 0 0 C O N C R E T E C U R E D W I T H C U R I N G C O M P O U N D P E R I S P W C S T A N D A R D S . 0 . 2 5 ' N O T E : S T R U C T U R E C A N B E P R E C A S T A C R O N Y M S F F S F T B C B O T T O M B T M S Q U A R E F E E T T O P B A C K O F C U R B P C P O I N T O F C U R V A T U R E P I P O I N T O F I N T E R S E C T I O N G B S T A S T A T I O N R R I G H T L L E F T O F F O F F S E T P V I P O I N T O F V E R T I C A L I N T E R S E C T I O N I N V I N I N V O U T S S M H S A N I T A R Y S E W E R M A N H O L E F I N I S H F L O O R G R A D E B R E A K I N V E R T I N I N V E R T O U T C B S T O R M D R A I N C A T C H B A S I N S D M H S T O R M D R A I N M A N H O L E L P L O W P O I N T H P H I G H P O I N T P U E P U B L I C U T I L I T Y E A S E M E N T P U D P L A N N E D U N I T D E V E L O P M E N T L E G E N D REFERENCESNOTE:NOT ALL HATCHES, LINETYPES,REFERENCES, AND SYMBOLS ON THISSHEET ARE INCLUDED IN THIS PLAN SET.100-1RETAIN AND PROTECT403-1FIRE HYDRANT-DETAIL PER ISPWC AND CITY OFREXBURG SUPPLEMENTAL SPECIFICATIONS TO THEISPWC PER ISPWC SD-404 402-6INSTALL 6" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406404-1.5INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDINGMETER PER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER IF ISPWC SD-402 ANDREXBURG STANDARD DRAWING.501-8INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN.502-1INSTALL 4' SS MH PER ISPWC SD-501504-4INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPETO EASEMENT PER ISPWC-511601-12INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE602-1INSTALL INFILTRATION MANHOLE PER DETAIL ON THIS SHEET 602-2INSTALL CATCH BASIN TYPE I PER ISPWC SD-601706-1INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG DETAIL SH E E T 6 706-R1INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOME S PER CITY OF REXBURG STANDARD SHEET 7706-S2INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEE T 706-T1INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STANDARDSHEETS 11 AND 12 706-2INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL THIS SHEET706-D1INSTALL CURB DRAIN PER ISPWC SD-715 602-3 INSTALL SD MANHOLE TYPE A WITH REGULAR LID PERISPWC-612 RETAIN AND PROTECTEARTHWORK402-8INSTALL 8" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406402-12INSTALL 12" WATER VALVE PER ISPWC AND CITY OF REXBURGSUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.PER ISPWC SD - 406404-1INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER ISPWC SD-401 ANDREXBURG STANDARD DRAWING.SEWER501-12INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN.STORMCONCRETE 505-6INSTALL 6" C-900 PRESSURIZED SANITARY SEWER1102-1INSTALL STREET LIGHT PER CITY OF REXBURG STANDARD DETAILSHEETS 9 AND 10 TRAFFIC SIGNAL ANDSTREET LIGHTING1103-1INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD.404-2INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC. PER IF SD-402 AND REXBURGSTANDARD DRAWING 706-A1INSTALL CONCRETE COMMERCIAL APPROACH PER CITY OF REXB U R G DETAIL SHEET 7706-S1INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 P R O P O S E D C A T C H B A S I N P R O P O S E D F I R E H Y D R A N T E X I S T . L I G H T P O L E P R O P O S E D V A L V E E X I S T . S A N I T A R Y S E W E R M A N H O L E E X I S T . C U R B & G U T T E R B O U N D A R Y L I N E G R A D E B R E A K S A W C U T S T R E E T R I G H T - O F - W A Y ( R O W ) E A S E M E N T L I N E E X I S T . F E N C E L I N E E X I S T . S A N I T A R Y S E W E R L I N E E X I S T . W A T E R L I N E E X I S T . S A N I T A R Y S E W E R S E R V I C E E X I S T . W A T E R S E R V I C E E X I S T . O V E R H E A D P O W E R E X I S T . O V E R H E A D T E L E P H O N E E X I S T . G A S S E R V I C E E X I S T . M A J O R C O N T O U R E X I S T . M I N O R C O N T O U R P R O P O S E D C O N C R E T E S I D E W A L K P R O P O S E D A S P H A L T P R O P O S E D L A N D S C A P I N G P R O P O S E D B U I L D I N G S E X I S T I N G A S P H A L T T O B E P R O T E C T E D P R O P O S E D S T O R M D R A I N M A N H O L E E X I S T . S T O R M D R A I N L I N E E X I S T . P O W E R P O L E P R O P O S E D S A N I T A R Y S E W E R M A N H O L E P R O P O S E D P O W E R P O L E E X I S T . S T O R M D R A I N M A N H O L E P R O P O S E D S T R E E T L I G H T E X I S T . F I R E H Y D R A N T E X I S T . V A L V E L O T L I N E C E N T E R L I N E O F R O A D E X I S T . C A T C H B A S I N E X I S T . U N D E R G R O U N D P O W E R 506-6.90INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PE R ISPWC SD - 403601-36INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPEINSTALL INFILTRATION MANHOLE PER CITY OF REXBURGINFILTRATOR DETAIL 602-4 200-1SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCHPER CITY OF REXBURG TRENCH DETAIL SHEET 8401-8INSTALL 8" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-6INSTALL 6" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-8.90INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-8.8.6INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-8.6INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWCSD - 403 WATER401-10INSTALL 10" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-12INSTALL 12" WATER PIPE C-50 DI @ 5' MINIMUM COVERPER ISPWC AND CITY OF REXBURG SUPPLEMENTALSPECIFICATIONS TO THE ISPWC.401-8.8.8INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 401-6.6.6INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-12.12.12INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-6.90INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-6.11INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-6.22INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-6.45INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.11INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.22INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403401-8.45INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403 401-12.12.6INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403401-12.12.8INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403 P R O P O S E D C U R B & G U T T E R P R O P O S E D S A N I T A R Y S E W E R L I N E P R O P O S E D W A T E R L I N E P R O P O S E D O V E R H E A D P O W E R P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R P R O P O S E D U N D E R G R O U N D P O W E R P R O P O S E D F E N C E L I N E P R O P O S E D S T O R M D R A I N L I N E P R O P O S E D S A N I T A R Y S E W E R S E R V I C E P R O P O S E D W A T E R S E R V I C E CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS R E F E R E N C E S H E E T R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 3 407-18MAINTAIN MINIMUM 18" VERTICAL SEPARATION DISTANCEBETWEEN POTABLE AND NON-POTABLE WATER LINES ORFOLLOW PIPE AND SLEEVING REQUIREMENTS AS OUTLINED INISPWC STD. DWG. SD-407.PRESSURE IRRIGATIONINSTALL 4" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN CO V E R 901-4INSTALL 6" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN CO V E R 901-6INSTALL 8" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN CO V E R 901-8INSTALL 4" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO C K PER ISPWC SD-403 901-4.11INSTALL 4" 22.5° PRESSURE IRRIGATION BEND WITH THRUST BLO C K PER ISPWC SD-403 901-4.22INSTALL 4"x4"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOC K PER ISPWC SD-403 901-4.4.4INSTALL 6"x6"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOC K PER ISPWC SD-403 901-6.6.4 INSTALL 6" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO C K PER ISPWC SD-403 901-6.11INSTALL 8" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLO C K PER ISPWC SD-403 901-8.11INSTALL 8" x 6" PRESSURE IRRIGATION REDUCER WITH THRUSTBLOCK PER ISPWC SD-403 901-8.6INSTALL 6" x 4" PRESSURE IRRIGATION REDUCER WITH THRUSTBLOCK PER ISPWC SD-403 901-6.4INSTALL 4" VALVE PER ISPWC SD - 406902-4INSTALL 6" VALVE PER ISPWC SD - 406902-6INSTALL 8" VALVE PER ISPWC SD - 406902-8INSTALL 1" IRRIGATION SERVICE WITH VALVE BOX PER REXBURGSTANDARD DRAWING SHEET 13 903-1 706-V1INSTALL VALLEY GUTTER PER CITY OF REXBURG STANDARD SHE E T 7 P R E L I M I N A R Y F O R R E V I E W O N L Y L A N D S C A P E R O C K / C U R B & G U T T E R D E T A I L N O T T O S C A L E 2 ' ' H O L E S 2 ' ' H O L E F A B R I C 6 " D E P T H C R U S H E D 3 4 " M I N U S A G G R E G A T E L E V E L I N G C O U R S E C O M P A C T E D T O 9 5 % A S T M D 6 9 8 1 8 " D E P T H U N C R U S H E D A G G R E G A T E S U B B A S E C O U R S E C O M P A C T E D T O 9 5 % A S T M D 6 9 8 S U B G R A D E E A R T H C O M P A C T E D T O 9 5 % A S T M D 6 9 8 3 " D E P T H A S P H A L T P L A N T M I X E D G E O F O I L O F D R I V E T H R O U G H L A N E ( E L E V A T I O N V A R I E S ) A N G U L A R L A N D S C A P E R O C K E D G E O F O I L O F J O I N T D R I V E A I S L E ( E L E V A T I O N V A R I E S ) A S P H A L T A S P H A L T S L O P E V A R I E S 6 ' ' C U R B A N D G U T T E R 2 . 0 0 ' 6 " 4 " 6 " 1 . 0 0 ' 3 - 1 / 4 " 1 " L I P D O W N R O L L E D C U R B N O T T O S C A L E 706-12INSTALL ROLLED CURB AND GUTTER PER DETAIL ON THIS SHEET N20° 56' 10"E239. 4 4 ' S 8 9 ° 5 7 ' 0 0 " E 1 9 . 5 3 ' L = 6 7 . 3 6 ' R = 8 7 9 . 9 3 ' D = 4 ° 2 3 ' 1 1 " C = S 8 7 ° 5 0 ' 2 8 " E L = 8 4 . 3 9 ' R = 5 0 . 0 0 ' D = 9 6 ° 4 2 ' 1 3 " C = S 3 7 ° 0 9 ' 2 4 " E L=172.45'R=570.00'D=17°20'06" C=S19°51'44"W N 8 9 ° 5 8 ' 5 1 " W 1 5 9 . 1 5 ' CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS E X I S T I N G C O N D I T I O N S R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 4 P R E L I M I N A R Y F O R R E V I E W O N L Y 1 5 . 0 0 ' P . U . E . 10.00' P.U.E. 10.00' P.U.E. 1 0 . 0 0 ' P . U . E . G O L D E N B E A U T Y D R . U N I V E R S I T Y B L V D E X I S T I N G I R R I G A T I O N D I T C H EXISTING IRRIGATION DITCH 1 2 3 4 0 5 6 7 8 9 S D M H - 5 R i m : 4 8 5 6 . 3 3 N E I N V I N : 4 8 5 3 . 0 9 W I N V O U T : 4 8 5 2 . 9 9 Install 55' of 12" ADS N 12 Storm Pipe @ 1.20%CB-1GRATE:4855.84S INV IN:4852.94E INV OUT:4852.84SDMH-4Rim:4854.97NE INV OUT:4850.97 SDMH-2Rim:4856.27W INV IN:4852.18S INV IN:4852.18E INV OUT:4852.08 SDMH-1Rim:4855.93W INV IN:4852.08 - 0 . 4 0 % - 1 . 8 3 % -0 . 4 2 % -2.12% -2.19% -2.70% -3.03% -2.60%-2.00% -2.00% -2.26% - 0 . 4 0 % -0.40% - 2 . 0 6 % - 3 . 3 4 % -2.69% -3.30% -2.50%-2.10%-2.65%-2.00%-2.08%-1.69%-0.50%-0.74%-2.36% - 2 . 0 6 % - 2 . 7 3 % - 2 . 1 2 % - 2 . 7 8 % -0.43% -0.41% -2. 9 6 % - 1 5 . 6 3 % - 2 . 2 4 % -4.80%-14.36%-11.17%-14.42%-9.57%-7.23%-2.67%-6.47% 1 0 . 0 0 ' P . U . E . - 1 . 0 7 % 4 8 5 7 . 1 2 T B C 4856.84TBC 4856.55TOA 4857.74TBC-PI 4858.26TBC-PI 4858.65TBC-PI 4 8 5 8 . 6 9 T B C - P I 4 8 5 8 . 4 5 T B C - P I 4 8 5 7 . 8 6 T B C - P C 4 8 5 7 . 6 6 T B C - P C 4 8 5 6 . 6 5 T O A - L P 4 8 5 7 . 0 5 T B C - P C 4 8 5 7 . 2 7 T B C - P C 4856.59TBC-PI 4855.85TBC-MATCH 4855.40TOA-MATCH 4855.50TOA-MATCH 4 8 5 7 . 3 6 T S W - M A T C H 4 8 5 6 . 2 5 T O A - M A T C H 4857.20TBC-PC-HP 4857.16TBC-PC 4856.91TBC-PC 4856.85TBC-PC 4857.04TBC-PC 4856.21TBC-PC 4 8 5 7 . 4 8 T B C - P C 4 8 5 7 . 4 8 T B C - P C 4856.34TBC-LP 4 8 5 7 . 5 8 T B C H P 4 8 5 7 . 5 3 T B C 4 8 5 7 . 4 5 T S W - M A T C H 4 8 5 8 . 0 2 T S W - M A T C H 4 8 5 7 . 2 1 T S W 4 8 5 7 . 3 1 T S W 4 8 5 7 . 4 8 T S W 4858.33TBC-PC 4 8 5 8 . 4 2 T B C - P C 4 8 5 8 . 3 4 T B C - P C 4 8 5 8 . 3 1 T B C - P C 4 8 5 8 . 0 7 T B C - P C 4 8 5 8 . 1 5 T S W - M A T C H 4 8 5 8 . 2 3 T S W - M A T C H 4 8 5 8 . 1 5 T S W - M A T C H 4 8 5 8 . 2 1 T S W - M A T C H 4857.58EXIST TOA 4 8 5 7 . 4 7 E X I S T T O A 4 8 5 7 . 9 0 T O C - M A T C H 4 8 5 7 . 5 7 T O A - M A T C H 4 8 5 7 . 7 6 T O A - M A T C H 4857.22TOA 4 8 5 7 . 3 3 T O A 4857.32TSW 4 8 5 7 . 2 0 T B C 4 8 5 7 . 4 8 F F 4857.20TBC 4 8 5 7 . 3 7 T B C - H P 4857.48FF 4 8 5 7 . 4 8 F F 4856.49TOA-LP 4 8 5 8 . 3 1 T B C - P C 4 8 5 8 . 2 9 T B C - P C 4 8 5 8 . 2 0 T B C - P C 4 8 5 8 . 1 8 T B C - P C 4 8 5 8 . 2 8 T O A 4 8 5 8 . 3 5 T O A 4 8 5 8 . 1 7 T S W - M A T C H 4858.25TSW-MATCH 4 8 5 6 . 4 4 E X I S T I N G 4858.64EXISTING 4856.23EXISTING 4857.56EXISTING 4858.26EXISTING 4 8 5 7 . 0 9 E X I S T I N G 4856.42GB4856.33GB 4856.18EXISTING-1.47%-0.50%-8.58% I n s t a l l 4 5 ' o f 1 2 " A D S N 1 2 P e r f o r a t e d S t o r m P i p e @ 0 . 0 0 % Install 20' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% 4 8 5 7 . 0 6 T S W 4 8 5 6 . 9 5 T S W 4857 4858485748584857 4 8 5 7 -2.05% -1.95% -1.75% L A N D S C A P E D R A I N - 2 G R A T E : 4 8 5 7 . 3 3 N E I N V O U T : 4 8 5 3 . 1 8 LANDSCAPE DRAIN-1GRATE:4857.17SW INV IN:4853.10N INV OUT:4853.00 CB-2GRATE:4856.34N INV OUT:4852.41 C B - 3 G R A T E : 4 8 5 6 . 6 2 N W I N V I N : 4 8 5 3 . 5 4 S W I N V O U T : 4 8 5 3 . 4 4 L A N D S C A P E D R A I N - 3 G R A T E : 4 8 5 7 . 3 3 S E I N V O U T : 4 8 5 4 . 3 3 I n s t a l l 2 1 ' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 1 . 4 8 % I n s t a l l 2 3 ' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 1 . 5 3 % I n s t a l l 2 5 ' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 1 . 5 0 % I n s t a l l 3 4 ' o f 1 2 " A D S N 1 2 S t o r m P i p e @ 0 . 2 2 % Install 27' of 12" ADS N 12 Storm Pip e @ 0 . 2 2 % -2.06% 4 8 5 7 . 2 4 T B C L A N D S C A P E D R A I N - 4 G R A T E : 4 8 5 7 . 1 5 N W I N V I N : 4 8 5 3 . 9 5 S E I N V O U T : 4 8 5 3 . 8 5 4 8 5 8 . 5 7 T B C 4 8 5 8 . 4 8 T B C Install 57' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%-1.68%4857.48TSW 4 8 5 7 . 4 8 T S W - 0 . 5 1 % 4 8 5 8 . 3 2 T B C - P C 4 8 5 8 . 3 1 T B C - P C 4 8 5 8 . 3 4 T B C - P C 4 8 5 8 . 3 4 T B C - P C 4 8 5 7 . 8 3 T B C - P C 4 8 5 7 . 8 5 T B C - P C 4 8 5 7 . 4 8 T O A - M A T C H 4 8 5 7 . 9 9 T O C - M A T C H 1 0 0 - 1 2 0 0 - 1 4 0 3 - 1 4 0 4 - 1 5 0 4 - 4 6 0 1 - 1 2 6 0 2 - 2 6 0 2 - 3 7 0 6 - 1 7 0 6 - 2 7 0 6 - D 1 7 0 6 - A 1 7 0 6 - S 1 S E E S H E E T 3 F O R M O R E I N F O R M A T I O N 7 0 6 - R 1 1 1 0 2 - 1 1 1 0 3 - 1 S E E S H E E T 3 F O R M O R E I N F O R M A T I O N 4 0 4 - 2 R E T A I N A N D P R O T E C T S A W C U T A N D A S P H A L T R E M O V A L F I R E H Y D R A N T A S S E M B L Y 1 ' ' W A T E R S E R V I C E 2 ' ' W A T E R S E R V I C E 4 ' ' S E W E R S E R V I C E 1 2 ' ' S T O R M M A I N S T O R M M A I N C A T C H B A S I N S T O R M I N F I L T R A T I O N M A N H O L E 6 ' ' V E R T I C A L C U R B 6 ' ' L I P D O W N C U R B C O M M E R C I A L A P P R O A C H C U R B D R A I N P E D E S T R I A N R A M P 5 ' C O N C R E T E S I D E W A L K S T R E E T L I G H T S T O P S I G N S W I T H S T R E E T N A M E S 7 0 6 - T 1 C U R B T E R M I N U S 7 0 6 - F 1 F L U S H C U R B 7 0 6 - 1 2 R O L L E D C U R B L I P D O W N P o i n t T a b l e P o i n t # 1 2 3 4 E l e v a t i o n 4 8 5 8 . 1 9 4 8 5 8 . 6 6 4 8 5 6 . 2 3 4 8 5 7 . 8 8 N o r t h i n g 7 7 9 2 7 0 . 7 3 7 7 9 2 4 5 . 2 4 7 7 9 2 4 2 . 7 0 7 7 9 0 2 1 . 5 7 E a s t i n g 7 4 9 9 9 6 . 6 5 7 4 9 9 9 6 . 1 3 7 5 0 0 6 3 . 4 3 7 5 0 0 5 0 . 2 0 D e s c r i p t i o n 8 - F N D R O W M O N 6 - F N D 5 / 8 I R P C L S 1 4 7 4 9 3 - F N D 1 / 2 I R P C L S 3 0 2 0 1 - F N D P K N A I L CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS S I T E P L A N R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 5 P R E L I M I N A R Y F O R R E V I E W O N L Y 7 0 6 - 4 706-F1 706-12 7 0 6 - 1 TRANSITION FROM LIP U P T O LIP DOWN CURB AND GUT T E R T R A N S I T I O N F R O M L I P U P T O L I P D O W N C U R B A N D G U T T E R R E L O C A T E E X I S T I N G P O W E R I N F R A S T R U C T U R E C O N T R A C T O R T O C O O R D I N A T E W I T H R O C K Y M O U N T A I N P O W E R GOLDEN BEAUTY DR. 2 0 0 - 1 100-1 100-1 1 0 0 - 1 602-3 602-2 602-3602-3 6 0 2 - 3 601-12 601-12 PERFORATEDSEE PERF PIPE AND ROCKSECTION ON SHEET 6 6 0 1 - 1 2 P E R F O R A T E D S E E P E R F P I P E A N D R O C K S E C T I O N O N S H E E T 6 601-12 PERFORATEDSEE PERF PIPE AND ROCKSECTION ON SHEET 6 4 0 1 - 1 5 0 4 - 4 10.00'P.U.E. 1 5 . 0 0 ' P . U . E . 10.00'P.U.E. S I T E I N F O R M A T I O N : T O T A L A R E A : 3 4 , 4 6 7 . 2 0 S Q F T ( 0 . 7 9 A C R E S ) B U I L D I N G S : 1 P A R K I N G : 2 2 P A R K I N G S T A L L S ( 2 A D A S T A L L S ) T O T A L L A N D S C A P E : 9 , 8 4 4 . 2 9 S Q F T ( 2 8 . 5 6 % ) B U I L D I N G N O T E S : A S S U M E D T H A T F F I S T H E T O P O F T H E S T E M W A L L . P O W E R N O T E : S E E R O C K Y M O U N T A I N P O W E R C O N T R A C T O R ' S M A P F O R P R O P O S E D P O W E R F A C I L I T I E S . F I R E C O D E N O T E : 1 . D 1 0 3 . 6 . 1 R O A D S A R E 2 0 T O 2 6 F E E T I N W I D T H . F I R E L A N E S I G N S A R E S P E C I F I E D I N S E C T I O N D 1 0 3 . 6 A P P A R A T U S A C C E S S R O A D S T H A T A R E 2 0 T O 2 6 F E E T W I D E . 2 . C U R B S S H A L L B E P A I N T E D R E D F O U R F E E T O N E A C H S I D E O F T H E E V E R Y F I R E H Y D R A N T . L A N D S C A P E N O T E : F I N A L L A N D S C A P E S H O U L D S L O P E A W A Y F R O M B U I L D I N G S S T O R M W A T E R N O T E : S E E S H E E T 7 F O R S T O R M W A T E R C A L C S B E N C H M A R K I T D R I G H T - O F - W A Y M O N U M E N T E L E V = 4 8 5 8 . 1 9 C O N T R O L P O I N T 1 CONTROL PONT 1 CONTROL PONT 2 CONTROL PONT 3 C O N T R O L P O N T 3 S E E S H E E T 6 F O R W A T E R M A I N C O N N E C T I O N 706-D1 7 0 6 - D 1 706-D1602-2 2 0 0 - 1 70 6 - T 1 7 0 6 - T 1 7 0 6 - T 1 706-T1 7 0 6 - A 1 I M P R O V E E X I S T I N G A P P R O A C H R E M O V E E X C E S S C O N C R E T E A S N E E D E D 706-1 706-1 706-2TRANSITION FROM LIP UP TOLIP DOWN CURB AND GUTTER706-1 7 0 6 - 1 7 0 6 - 1 7 0 6 - 1 2 7 0 6 - 1 2 0 0 - 1 T R A N S I T I O N T O S T A N D A R D 6 ' ' C U R B A N D G U T T E R P E R I S P W C S D - 7 0 1 7 0 6 - 1 6 0 2 - 2 706-R1 D O U B L E D U M P S T E R P E R C I T Y O F R E X B U R G S T A N D A R D S S E E C U R B A N D L A N D S C A P E R O C K D E T A I L O N S H E E T 3 SNOW STORAGE AREA S N O W S T O R A G E A R E A 706-R1 9 . 0 0 ' T Y P . 2 0 . 0 0 ' T Y P . 10 . 0 0 ' 7 0 6 - T 1 7 0 6 - T 1 A F T E R P E D E S T R I A N R A M P T R A N S I T I O N T O H I G H B A C K C U R B A N D G U T T E R 7 0 6 - 1 7 0 6 - R 1 7 0 6 - R 1 2 4 . 0 0 ' 6 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 7 0 6 - 1 7 0 6 - 1 7 0 6 - R 1 7 0 6 - T 1 2 4 . 0 0 ' 1 2 . 0 0 ' 1 0 0 - 1 R E T A I N A N D P R O T E C T E X I S T I N G T R A N S F O R M E R A N D I N F R A S T R U C T U R E EXISTING IRRIGATION DITCH 1 2 3 4 0 5 6 7 8 9 1 0 0 - 1 2 0 0 - 1 4 0 3 - 1 4 0 4 - 1 5 0 4 - 4 6 0 1 - 1 2 6 0 2 - 2 6 0 2 - 3 7 0 6 - 1 7 0 6 - 2 7 0 6 - D 1 7 0 6 - A 1 7 0 6 - S 1 S E E S H E E T 3 F O R M O R E I N F O R M A T I O N 7 0 6 - R 1 1 1 0 2 - 1 1 1 0 3 - 1 S E E S H E E T 3 F O R M O R E I N F O R M A T I O N 4 0 4 - 2 R E T A I N A N D P R O T E C T S A W C U T A N D A S P H A L T R E M O V A L F I R E H Y D R A N T A S S E M B L Y 1 ' ' W A T E R S E R V I C E 2 ' ' W A T E R S E R V I C E 4 ' ' S E W E R S E R V I C E 1 2 ' ' S T O R M M A I N S T O R M M A I N C A T C H B A S I N S T O R M I N F I L T R A T I O N M A N H O L E 6 ' ' V E R T I C A L C U R B 6 ' ' L I P D O W N C U R B C O M M E R C I A L A P P R O A C H C U R B D R A I N P E D E S T R I A N R A M P 5 ' C O N C R E T E S I D E W A L K S T R E E T L I G H T S T O P S I G N S W I T H S T R E E T N A M E S 7 0 6 - T 1 C U R B T E R M I N U S 7 0 6 - F 1 F L U S H C U R B 7 0 6 - 1 2 R O L L E D C U R B L I P D O W N CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS U T I L I T I T I E S C O N N C E T I O N A N D S T O R M W A T E R R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PRE L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 6 P R E L I M I N A R Y F O R R E V I E W O N L Y 7 0 6 - F 1 GOLDEN BEAUTY DR. 2 0 0 - 1 S A W C U T A N D R E P A I R C O N N E C T W A T E R S E R V I C E T O E X I S T I N G W A T E R M A I N . C O N T R A C T O R T O F I E L D V E R I F Y E L E V A T I O N A N D L O C A T I O N B E F O R E C O N S T R U C T I O N CONNECT SEWER S E R V I C E T O EXISTING S E W E R M A I N . CONTRACTOR TO FI E L D V E R I F Y ELEVATION AN D L O C A T I O N BEFORE CO N S T R U C T I O N A R E A 2 AREA 1 A R E A 3 S T O R M W A T E R R E Q U I R E M E N T S R E Q U I R E D V O L U M E ( C U F T ) = ( A R E A x 1 . 3 3 ) / 1 2 A R E A 1 C A L C U L A T I O N S A R E A 1 R E Q U I R E D V O L U M E = ( 1 4 , 5 8 5 S Q F T x 1 . 3 3 ) / 1 2 = 1 , 6 1 6 C U F T P E R F P I P E A N D R O C K S E C T I O N P R O V I D E D V O L U M E = V O L U M E O F P I P E ( L * P I * r ^ 2 ) = 5 7 x P i X 0 . 5 ^ 2 = 4 4 . 7 6 C U F T V O L U M E O F R O C K S E C T I O N ( L * W * H ) = 5 7 x 1 2 x 6 . 5 = 4 , 4 4 6 C U F T V O L U M E P R O V I D E D = ( V O L U M E O F R O C K - V O L U M E O F P I P E ) * 0 . 4 = ( 4 , 4 4 6 - 4 4 . 7 6 ) x 0 . 4 = 1 , 7 6 0 C U F T A R E A 2 C A L C U L A T I O N S A R E A 2 R E Q U I R E D V O L U M E = ( 1 0 , 7 7 6 S Q F T x 1 . 3 3 ) / 1 2 = 1 , 1 9 4 C U F T P E R F P I P E A N D R O C K S E C T I O N P R O V I D E D V O L U M E = V O L U M E O F P I P E ( L * P I * r ^ 2 ) = 4 5 x P i X 0 . 5 ^ 2 = 3 5 . 3 4 C U F T V O L U M E O F R O C K S E C T I O N ( L * W * H ) = 4 5 x 1 1 x 6 . 5 = 3 , 2 1 7 . 5 C U F T V O L U M E P R O V I D E D = ( V O L U M E O F R O C K - V O L U M E O F P I P E ) * 0 . 4 = ( 3 , 2 1 7 . 5 - 3 5 . 3 4 ) x 0 . 4 = 1 , 2 7 2 C U F T A R E A 3 C A L C U L A T I O N S A R E A 3 R E Q U I R E D V O L U M E = ( 3 , 7 1 9 S Q F T x 1 . 3 3 ) / 1 2 = 4 1 2 C U F T P E R F P I P E A N D R O C K S E C T I O N P R O V I D E D V O L U M E = V O L U M E O F P I P E ( L * P I * r ^ 2 ) = 2 0 x P i X 0 . 5 ^ 2 = 1 5 . 7 0 C U F T V O L U M E O F R O C K S E C T I O N ( L * W * H ) = 2 0 x 1 2 x 5 = 1 , 2 0 0 C U F T V O L U M E P R O V I D E D = ( V O L U M E O F R O C K - V O L U M E O F P I P E ) * 0 . 4 = ( 1 , 2 0 0 - 1 5 . 7 0 ) x 0 . 4 = 4 7 4 C U F T P R O P O S E D 1 2 " P E R F P I P E G E O T E X T I L E F A B R I C 2 " - 6 " R O C K A R E A 3 P E R F P I P E - S E C T I O N V I E W N T S 1 2 . 0 0 ' 5.00' P R O P O S E D 1 2 " P E R F P I P E G E O T E X T I L E F A B R I C 2 " - 6 " R O C K A R E A 2 P E R F P I P E - S E C T I O N V I E W N T S 1 1 . 0 0 ' 6.50' PROPOSED 12" PERF PIPEGEOTEXTILE FABRIC 2"-6" ROCK AREA 1 PERF PIPE - SECTION VIEWNTS 12.00'6.50' S T O R M W A T E R A R E A B O U N D A R Y EXISTING IRRIGATION DITCH1234056789 A R E A T O B E D I S T U R B E D S T A B I L I Z E C O N S T R U C T I O N E N T R A N C E / E X I T C O M B I N A T I O N S T A G I N G A R E A & V E H I C L E E Q U I P M E N T C L E A N I N G , F U E L I N G A N D M A I N . M A T E R I A L S S T O R A G E A R E A & S T O C K P I L E M A N A G E M E N T S I L T F E N C E O R E R O S I O N E E L S T O R M W A T E R D R A I N A G E L E G E N D C o n c r e t e W a s h o u t S E D I M E N T A T I O N A R E A C O N C R E T E W A S H O U T I N L E T P R O T E C T I O N S T A G I N G A R E A MATERIAL STOCKPILESEDIMENTATION AREA CONCRETE WASHOUT E R O S I O N E E L ***THIS IS NOT A FULLSWPPP. A FULL SWPPPMUST BE SUBMITTED BYTHE CONTRACTOR PRIORTO CONSTRUCTION INLETPROTECTIONCO N S T R U C T I O N ENT R A N C E A R E A T O B E D I S T U R B E D B E S T M A N A G E M E N T P R A C T I C E S N O T E S 1 . T h i s p l a n s h o u l d b e r e v i s e d a n d u p d a t e d t o a d d r e s s c h a n g e s i n s i t e c o n d i t i o n s , n e w o r r e v i s e d g o v e r n m e n t r e g u l a t i o n s , a n d a d d i t i o n a l o n - s i t e s t o r m w a t e r p o l l u t i o n . A d d i t i o n a l e r o s i o n c o n t r o l m e a s u r e s m a y b e r e q u i r e d . 2 . A l l r e v i s i o n s t o t h i s p l a n m u s t b e d o c u m e n t e d o n t h e S W P P P R e v i s i o n D o c u m e n t a t i o n F o r m . 3 . C u r r e n t v e r s i o n s o f t h e S W P P P , t h e N O I , a n d t h e N O C w i l l b e k e p t o n s i t e f o r t h e d u r a t i o n o f t h e p r o j e c t . T h e s e i t e m s w i l l b e a v a i l a b l e f o r t h e u s e o f a l l o p e r a t o r s a n d s i t e p e r s o n a l i n v o l v e d w i t h e r o s i o n a n d s e d i m e n t c o n t r o l s , a n d b e a v a i l a b l e t o E P A v i s i t i n g t h e s i t e . A n o t i c e w i l l b e p o s t e d n e a r t h e c o n s t r u c t i o n e n t r a n c e d u r i n g c o n s t r u c t i o n , c o n t a i n i n g t h e S W P P P , t h e N O I a n d t h e N O C . 4 . F u g i t i v e d u s t b l o w i n g f r o m t h e s i t e s h a l l b e c o n t r o l l e d b y s p r a y i n g w a t e r a n d d u s t c o n t r o l p o l y m e r s a s n e e d e d o n d r y a r e a s o f t h e s i t e . 5 . T h e c o n t r a c t o r w i l l b e r e s p o n s i b l e f o r s u p e r v i s i o n a n d i n s p e c t i o n o f a l l e r o s i o n a n d s e d i m e n t a t i o n c o n t r o l s a n d f o r e n s u r i n g t h e S W P P P i s i m p l e m e n t e d . 6 . P r i o r t o b e g i n n i n g e a r t h - m o v i n g a c t i v i t i e s , i n c l u d i n g c l e a r i n g a n d g r u b b i n g , a l l c l e a r i n g l i m i t s , e a s e m e n t s , s e t b a c k s , s e n s i t i v e a r e a s a n d t h e i r b u f f e r s w i l l b e c l e a r l y m a r k e d t o p r e v e n t e n v i r o n m e n t a l d a m a g e b o t h o n a n d o f f t h e s i t e . 7 . I f s e d i m e n t i s a c c i d e n t a l l y t r a n s p o r t e d o n t o t h e s t r e e t i t w i l l b e r e m o v e d f r o m t h e s t r e e t s u r f a c e o n a d a i l y b a s i s . 8 . A l l o f f - s i t e c o n s t r u c t i o n s h a l l b e s t a b i l i z e d a t t h e e n d o f t h e w o r k i n g d a y . 9 . A l l w a s t e m a t e r i a l w i l l b e c o l l e c t e d a n d s t o r e d i n a s e c u r e l y l i d d e d d u m p s t e r . T h e d u m p s t e r w i l l m e e t a l l l o c a l a n d s t a t e s o l i d w a t e r m a n a g e m e n t r e g u l a t i o n s . 1 0 . P o r t a b l e s a n i t a r y u n i t s w i l l b e p r o v i d e d f o r u s e b y a l l w o r k e r s f o r t h e e n t i r e p r o j e c t . S a n i t a r y w a s t e w i l l b e c o l l e c t e d r e g u l a r l y f o r t h e p o r t a b l e u n i t s b y a n a p p r o v e d s a n i t a r y w a s t e m a n a g e m e n t c o n t r a c t o r . 1 1 . A l l e x p o s e d s o i l s w i l l b e s t a b i l i z e d w i t h v e g e t a t i o n o r c o v e r e d n o m o r e t h a n 1 4 d a y s a f t e r t h e c o n s t r u c t i o n a c t i v i t y i n t h a t p o r t i o n o f t h e s i t e h a s t e m p o r a r i l y o r p e r m a n e n t l y c e a s e d . 1 2 . E x i s t i n g a n d n e w v e g e t a t i o n w i l l b e m a i n t a i n e d t o t h e m a x i m u m e x t e n t p r a c t i c a b l e t o p r e v e n t t h e c o n t a m i n a t i o n o f s t o r m w a t e r w i t h s e d i m e n t . 1 3 . T h e c o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r a d j u s t i n g t h e e r o s i o n c o n t r o l m e a s u r e ; d u e t o g r a d e c h a n g e s d u r i n g t h e d e v e l o p m e n t o f t h e p r o j e c t . 1 4 . M a i n t a i n o n t h e s i t e o r h a v e r e a d i l y a v a i l a b l e s u f f i c i e n t o i l a n d g r e a s e a b s o r b i n g m a t e r i a l s t o c o n t a i n a n d c l e a n u p f u e l o r c h e m i c a l s p i l l s a n d l e a k s . 1 5 . A d e q u a t e e n e r g y d i s s i p a t i o n , e r o s i o n c o n t r o l , a n d s o i l s t a b i l i z a t i o n m e a s u r e s w i l l b e p r o v i d e d f o r a l l p o i n t s o u r c e d i s c h a r g e s o f s t o r m w a t e r , i n c l u d i n g r u n - o n d i s c h a r g e s a n d o u t l e t s f o r o n s i t e d i s c h a r g e s . 1 6 . T e m p o r a r y a n d p e r m a n e n t s w e l l s a n d s m a l l d e t e n t i o n p o n d s w i l l b e u s e d a s n e c e s s a r y t o r e d u c e t h e v e l o c i t y o f r u n o f f a n d e n h a n c e p a r t i c l e s e t t l i n g . 1 7 . C o n s i s t e n t w i t h t h e g e n e r a l p e r m i t r e q u i r e m e n t s , a l l p o t e n t i a l p o l l u t a n t s o t h e r t h a n s e d i m e n t w i l l b e h a n d l e d a n d d i s p o s e d o f i n a m a n n e r t h a t d o e s n o t a f f e c t c o n t a m i n a t i o n o f s t o r m w a t e r . 1 8 . M a t e r i a l s u s e d d u r i n g c o n s t r u c t i o n w i t h t h e p o t e n t i a l t o i m p a c t s t o r m w a t e r , w i l l b e s t o r e d , m a n a g e d , u s e d , a n d d i s p o s e d o f i n a m a n n e r t h a t m i n i m i z e s t h e p o t e n t i a l f o r r e l e a s e s t o t h e e n v i r o n m e n t a n d e s p e c i a l l y i n t h e s t o r m w a t e r . 1 9 . I f a s p i l l o f p o l l u t a n t s t h r e a t e n s s t o r m w a t e r a t t h e s i t e , t h e s p i l l r e s p o n s e p r o c e d u r e s m u s t b e i m p l e m e n t e d i n a t i m l e y m a n n e r t o p r e v e n t t h e r e l e a s e o f p o l l u t a n t s . 2 0 . A l l t e m p o r a r y a n d p e r m a n e n t e r o s i o n a n d s e d i m e n t c o n t r o l B M P s w i l l b e m a i n t a i n e d a n d r e p a i r e d a s n e e d e d t o a s s u r e c o n t i n u e d p e r f o r m a n c e o f t h e i r i n t e n d e d u s e . 2 1 . A l l t e m p o r a r y e r o s i o n c o n t r o l a n d s e d i m e n t c o n t r o l B M P s w i l l b e r e m o v e d w i t h i n 3 0 d a y s a f t e r f i n a l s i t e s t a b i l i z a t i o n i s a c h i e v e d o r a f t e r t h e t e m p o r a r y B M P s a r e n o l o n g e r n e e d e d . 2 2 . R e g a r d l e s s o f r e c o m m e n d e d m a i n t e n a n c e s c h e d u l e , a l l c o n t r o l m e a s u r e s a n d i n s p e c t i o n s s h a l l b e p e r f o r m e d w i t h i n 2 4 h o u r s f o l l o w i n g a n y s t o r m o f 0 . 5 i n c h e s o r g r e a t e r . A n i n s p e c t i o n r e p o r t s h a l l b e k e p t a t a l l t i m e s a n d s h o u l d b e r e t a i n e d f o r a t l e a s t t h r e e ( 3 ) y e a r s f r o m t h e d a t e t h e s i t e i s s t a b i l i z e d . 2 3 . A l l c o n t r a c t o r s p r o v i d i n g s e r v i c e s o n t h e p r o j e c t w h i c h m a y c a u s e s t o r m w a t e r p o l l u t i o n w i l l b e g i v e n a c o p y o f t h e S W P P P a n d a p p r o p r i a t e t r a i n i n g r e g a r d i n g s t o r m w a t e r p o l l u t i o n p r e v e n t i o n . CHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS B E S T M A N A G E M E N T P R A C T I C E S R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PREL I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 7 THIS IS NOT A FULLSWPPP. OWNER ORCONTRACTOR ISRESPONSIBLE FOR ACOMPLETE SWPPP N O T E : 1 . A F T E R A S P H A L T P A V I N G H A S T A K E N P L A C E S T O R M W A T E R D E V E L O P E D W I L L B E D I R E C T E D T O R E T E N T I O N B A S I N S A N D P I P I N G P E R T H E A P P R O V E D S I T E P L A N A N D P E R C O L A T E I N D E S I G N A T E D A R E A S 2 . I N L E T P R O T E C T I O N T O B E P L A C E D O N A L L S T O R M D R A I N I N L E T S A F T E R I N S T A L L A T I O N T H R O U G H T H E D U R A T I O N O F T H E P R O J E C T . C O N T R A C T O R R E S P O N S I B L E T O R E M O V E A F T E R C I T Y A C C E P T A N C E . P O T E N T I A L P O L L U T A N T S C H E M I C A L M S D S # L O C A T I O N T O B E F I L L E D O U T B Y C O N T R A C T O R T O B E F I L L E D O U T B Y C O N T R A C T O R O F F S I T E O P E R A T O N S S T A R T D A T E E N D D A T E T O B E F I L L E D O U T B Y C O N T R A C T O R S E Q U E N C E O F M A J O R A C T I V I T I E S A C T I V I T Y S T A R T D A T E E N D D A T E P O T E N T I A L P O L L U T A N T S C H E M I C A L M S D S # L O C A T I O N T O B E F I L L E D O U T B Y C O N T R A C T O R T O B E F I L L E D O U T B Y C O N T R A C T O R O F F S I T E O P E R A T O N S S T A R T D A T E E N D D A T E T O B E F I L L E D O U T B Y C O N T R A C T O R P R E L I M I N A R Y F O R R E V I E W O N L Y SEDIMENTATION AREA NOTES:TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURYAND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FITTRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK ORHICKORY. 1 0 0 ' M I N I M U M E X C E P T 5 0 ' M I N I M U M F O R P R O J E C T S I T E S O F L E S S T H A N 1 A C R E P R O P O S E D S I D E W A L K 3 " - 4 " T O P D R E S S I N G O F 2 " S T O N E 6 " - 8 " C O M P A C T E D . F R A C T U R E D S T O N E . 3' MAX. 2 - 3 4 " B O L T S C O M P A C T E D B A C K F I L L A R O U N D P O S T N O T E S : 1 . M A I L B O X S H A L L C O N T A I N A T A L L T I M E S : A ) C I T Y A P P R O V E D C O N S T R U C T I O N P L A N S B ) D E Q A P P R O V E D C O N S T R U C T I O N P L A N S C ) A N Y S I T E I N S P E C T O N F O R M S 2 . M A I L B O X S H A L L B E L O C K E D A T A L L T I M E S P R E S S U R E T R E A T E D 2 x 6 4 x 4 P O S T 4 x 4 P O S T P O S T " N P D E S " P E R M I T 1 1 1 2 " 1 3 1 2 " 2 3 1 2 " 4 ' 2 4 " M I N . 4 ' 2 4 " M I N . 1 2 " M I N . 1 2 " 6 " EROSION EEL E R O S I O N E E L E R O S I O N E E L SILT FENCETRUCK WASHOUT M A I L B O X S T A B I L I Z E D C O N S T R U C T I O N E N T R A N C E C U R B C U T T O B E I N S T A L L E D F O R N E W S I T E E N T R A N C E C U R B C U T T O B E I N S T A L L E D F O R N E W S I T E E N T R A N C E T O T A L 9 " - 1 2 " O F C O M P A C T E D S T O N E S A N D B A G S H A L L B E I N S T A L L E D I N F L O W L I N E D O W N S T R E A M O F C O N S T R U C T I O N E N T R A N C E WOOD POSTS 4'-0" MIN.LENGTH 2'-0" MIN.DEPTH IN GROUNDGEOTEXTILE FABRICONLYBACKFILL ANDCOMPACT TRENCHWITH EXCAVATED SOIL.ATTACH THE FABRIC TO THEPOSTS WITH WIRE STAPLESOR WOODEN LATH AND NAILS.NOT TO SCALEFLOWDIRECTION S E E B A L L A S T D E T A I L N O T T O S C A L E B A L L A S T D E T A I L N O T T O S C A L E SLOPE ENTRANCE TO WASHOUT AREA FORCONTAINMENT PURPOSES WASHOUT AREA MUST BEENCLOSED W/ SILT FENCEPROVIDE BERM AROUNDWASHOUT AREA EXCAVATE BOTTOM 1' TO PROVIDELOWERED BOWL-LIKE AREA WASHOUT TO BE LINED WITH CLEANROCK OR RIP-RAP TO ACT AS FILTERAND EROSION CONTROLNOT TO SCALECHECK BY S H E E T S DRAWN BY J O B N O : O F S H E E T BWBXXX S H E E T N A M E : P R O J E C T : L O C A T I O N : 2 0 2 2 - 0 1 8 D A T E : DATEREVISIONS B E S T M A N A G E M E N T D E T A I L S R E X B U R G R E X B U R G , I D 8 E N G I N E E R S S T A M P S H E E T I N F O R M A T I O N S H E E T S I Z E : 2 4 X 3 6 V E R T I C A L E X A G G E R A T I O N : P R O J E C T C O N T A C T : B A R R Y B A M E C O N N E C T E N G I N E E R I N G 2 0 8 - 8 8 1 - 0 0 8 1 PREL I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y P R E L I M I N A R Y F O R R E V I E W O N L Y 1 V = 1 0 H 8 THIS IS NOT A FULLSWPPP. OWNER ORCONTRACTOR ISRESPONSIBLE FOR ACOMPLETE SWPPP P R E L I M I N A R Y F O R R E V I E W O N L Y 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY ARCHITECT, AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR’S “STORE CLOSE-OUT PACKAGE” AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 10. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT. 11. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. GENERAL NOTES OWNER JET REAL ESTATE DEVELOPMENT-SBR, LLC 2280 E. 14TH N. AMMON, ID 83401 CONTACT: ERIC WALL EMAIL: eric@cscid.com LANDSCAPE STACK ROCK GROUP 404 S 8TH ST #154 BOISE, ID 83702 PHONE: (208) 345 - 0500 CONTACT: DARIAN WESTRICK EMAIL: darian@stackrockgroup.com CIVIL ENGINEER J-U-B ENGINEERS, INC. 2760 W. EXCURSION LN, STE 400 MERIDIAN, ID 83642 PHONE: (208) 376-7330 CONTACT: WENDY SHRIEF EMAIL: wshrief@jub.com STRUCTURAL ENGINEER VECTOR STRUCTURAL ENGINEERING, LLC 651 WEST GALINA PARK BLVD. STE 101 DRAPER, UT 84020 PHONE: (801) 990-1775 CONTACT: RUSSELL IRION EMAIL: ririon@vectros.com ARCHITECT THE RICHARDSON DESIGN PARTNERSHIP 510 SOUTH 600 EAST SALT LAKE CITY, UT 84102 PHONE: (801) 355-6868 CONTACT: Adam Ford EMAIL: aford@trdp.com MECHANICAL/PLUMBING ENGINEER SPECTRUM ENGINEERS 310 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 PHONE: (801) 328-5151 CONTACT: JAMIE MCCULLOUGH EMAIL: mm@spectrum-engineers.com ELECTRICAL ENGINEER SPECTRUM ENGINEERS 310 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 PHONE: (801) 328-5151 CONTACT: DAVID HINCKLEY EMAIL: dgh@spectrum-engineers.com CONTRACTOR RADIX CONSTRUCTION INC. 4865 E. FRANKLIN RD STE. #100 NAMPA, ID 83687 PHONE: (208) 442-7106 PROJECT CONTACTS 3PL THIRD PARTY LOGISTICS A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT BOH BACK OF HOUSE CAB CABINET CL CENTER LINE CLG CEILING CM CONSTRUCTION MANAGER CTR CENTER CX COMMISSIONING CXA COMMISSIONING AGENT DEG DEGREE DET DETAIL DIA DIAMETER DIM DIMENSION DM DESIGN MANAGER DN DOWN EA EACH EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FF&E "FURNITURE, FIXTURE, AND EQUIPMENT" FIO FURNISHED AND INSTALLED BY OWNER FLR FLOOR FOH FRONT OF HOUSE FT FOOT/FEET G GROUND GC GENERAL CONTRACTOR HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC "HEATING, VENTILATING, AND AIR CONDITIONING" ID INSIDE DIAMETER LL LANDLORD MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL, AND PLUMBING" MFR MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/OWNER INSTALLED PD PRODUCTION DESIGNER PLC PLACE PM PROJECT MANAGER R RADIUS RCM RENOVATIONS CONSTRUCTION MANAGER REF REFERENCE REQ(‘D) REQUIRE(D) REV REVISION RND ROUND SB STARBUCKS SC SOLID CORE SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE TEMP TEMPORARY TYP TYPICAL UON UNLESS OTHERWISE NOTED VD VENDOR DIRECT VERT VERTICAL VIF VERIFY IN FIELD WRB WEATHER RESISTIVE BARRIER ABBREVIATIONS PROJECT DESCRIPTION: NEW SINGLE-STORY FREESTANDING BUILDING WITH DRIVE-THRU ZONING:BC (COMMUNITY BUSINESS) TYPE OF USE: COFFEE SHOP TYPE OF OCCUPANCY:A-2 TYPE OF CONSTRUCTION: V-B NON-SPRINKLERED FUTURE OCCUPANCY LOAD:RETAIL: 62 S.F. / 60 = 2 CAFE / SEATING: 613 S.F. / 15 = 41 BEVERAGE / PREP: 455 S.F. / 150 = 4 WORK AREA: 868 S.F. / 300 = 3 TOTAL OCCUPANCY: 50 EXITS REQUIRED:2 EXITS EXITS PROVIDED: 3 EXITS TOTAL SQUARE FOOTAGE:2,493 S.F. SITE AREA: 34,986 S.F. BUILDING HEIGHT: 22'-6" MAXIMUM BUILDING HEIGHT ALLOWED: 40'-0" STORIES:1 STORY MAXIMUM STORIES ALLOWED:1 STORIES CLIMATE ZONE: 6B REQUIRED FIRE RESISTANCE ON EXTERIOR WALLS: 0 HOURS REQUIRED OPENING PROTECTION: UNPROTECTED, NONSPRINKLERED (IBC TABLE 705.8) FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: 0 HOURS (ALL WALLS & ROOF) SPECIAL INSPECTIONS: SEE SHEET S-100 TOTAL NUMBER OF PARKING STALLS: 23 TOTAL NUMBER OF ADA PARKING STALLS:2 PAVED PARKING SQ.FT.:12,360 SQ. FT. LANDSCAPING AREA: 12.544 SQ. FT. SITE AND OCCUPANCY 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2017 IDAHO STATE PLUMBING CODE 2017 NATIONAL ELECTRICAL CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL FIRE CODE (IFC) 2009 ICC/ANSI 117.1 ACCESSIBLE USABLE BUILDINGS AND FACILITIES - 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FUEL GAS CODE FIRE DEPARTMENT INSPECTIONS: ALL FIRE DEPARTMENT INSPECTIONS, EXCEPT FIRE ALARM INSPECTIONS, REQUIRE 24-HOUR NOTICE. INSPECTIONS MAY BE SCHEDULED MONDAY-FRIDAY FROM 7:30AM-5:00PM. PLEASE CALL 208-468-5770 FOR AN APPOINTMENT. FIRE DEPARTMENT ACCESS: ALL DESIGNED ROADWAYS INCLUDING CURB AND GUTTERS SHALL BE INSTALLED TO SPECIFIC PLAN SPECIFICATIONS (ROAD WIDTH AND COMPACTION) ROADS SHALL BE BROUGHT UP TO SUB-GRADE MINUS ASPHALT. ACCESS SHALL BE MAINTAINED DURING INCLEMENT WEATHER. A PLAN SHALL BE IN PLACE FOR SNOW REMOVAL, ADDITIONAL AGGREGATE MATERIAL SHALL BE BROUGHT IN TO MAINTAIN ROADS WHEN NECESSARY. WATER LINES AND FIRE HYDRANTS SHALL BE INSTALLED APPROVED AND OPERATIONAL. REQUIRED TO MINIMIZE ACCESS INTERRUPTION. VALVE BOXES AND MANHOLE COVERS LOCATED IN ACCESS ROADWAYS SHALL BE MAINTAINED AT GRADE LEVEL DURING CONSTRUCTION. THIS IS TO ELIMINATE THE POSSIBILITY OF DAMAGE TO EMERGENCY VEHICLES. STAGING OF BUILDING MATERIALS SHALL NOT BE LOCATED IN DESIGNED ACCESS ROADWAYS OR IN FRONT OF FIRE PROTECTION EQUIPMENT. CODE INFORMATION PXXX-ES XXXXX X' XX"X XXXXX N NORTH ARROW X'-XX" AFF EXTERIOR ELEVATION INTERIOR ELEVATION SECTION CALLOUT DETAIL CALLOUT REVISION TAG DATUM POINT PAINT TAG DESIGN ID TAG DOOR/WINDOW TAG ABOVE FINISHED FLOOR HEIGHT TAG (IMPERIAL) DIMENSION LINE FROM FINISH FACE TO FINISH FACE REVISION CLOUD XX WALL TYPE TAG XX KEYNOTE TAG SYMBOLS LEGEND THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 8 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t G0 0 1 CO V E R S H E E T 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET V I C I N I T Y M A P PROJECT LOCATION STARBUCKS REXBURG IDAHO 06.12.2023 SHEET INDEX SHEET NUMBER SHEET NAME CURRENT REVISION CURRENT REVISION DATE CURRENT REVISION DESCRIPTION 01 CONCEPTUAL SITE PLAN GENERAL G001 COVER SHEET ARCHITECTURAL SITE AS101 OVERALL ARCHITECTURAL SITE PLAN AS501 SITE DETAILS AS503 TRASH ENCLOSURE AS504 TRASH ENCLOSURE DETAILS ARCHITECTURAL A100 FOOTING AND FOUNDATION PLAN A101 MAIN LEVEL FLOOR PLAN A111 MAIN LEVEL REFLECTED CEILING PLAN A121 ROOF PLAN A200 EXTERIOR ELEVATIONS A201 COLORED ELEVATIONS A301 BUILDING SECTIONS A302 WALL SECTIONS A501 EXTERIOR DETAILS A502 EXTERIOR DETAILS A551 TYPICAL ADA / ANSI DETAILS A552 TYPICAL ADA / ANSI DETAILS A553 TYPICAL ADA / ANSI DETAILS A554 TYPICAL ADA / ANSI DETAILS A600 FLASHING DETAILS A601 DOOR & WINDOW SCHEDULE U S 2 0 UNIVERSITY BLVD UNIVERSITY BLVD V O L M O S S R D REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 5' - 0 1 / 2 " 3 1 / 4 " 5' - 9 7 / 8 " 3' - 5 1 / 2 " 9' - 7 " 3' - 5 1 / 2 " 6' - 0 " 3 1 / 4 " 33 ' - 1 0 7 / 8 " 8'-0"12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4" 8'-0 1/4"38'-4 3/8" 6' - 7 " 3' - 4 " 6' - 7 " 7'-5 7/8" 6'-5" 1'-7 1/4" 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 6" 0' - 0"0' - 6"0' - 0"0' - 2" 90'-7 3/4" -0' - 4" 0' - 0" 12 ' - 9 1 / 2 " 3' - 6 7 / 8 " 1 5 / 8 " -0' - 4" 0' - 2" T.O. SLAB ELEV = 0'-00" 3 1/4" 3 1/4" 3 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1 / 4 " 3 1/4" 1 2 1 2 1 2 1 2 3 333 3 3 3 3 A A FOOTING AND FOUNDATION GENERAL NOTES A. DO NOT SCALE DRAWINGS B. ALL EXTERIOR DIMENSIONS ARE TO GRID, FACE OF FOUNDATION WALL (U.N.O.) SHEET NOTES 1. FOOTING, SEE STRUCTURAL FOR SIZING AND REINFORCING. 2. FOUNDATION WALL, SEE STRUCTURAL FOR SIZING AND REINFORCING. 3. STEEL COLUMN, SEE STRUCTURAL. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 0 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 0 0 FO O T I N G A N D FO U N D A T I O N P L A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A100 FOOTING & FOUNDATION PLAN1 n o r t REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E A200 4 A200 1 A200 2 1 A301 2 A301 8 9 5 2 1 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 3 1 / 4 " 5' - 9 7 / 8 " 3' - 5 1 / 2 " 9' - 7 " 3' - 5 1 / 2 " 6' - 0 " 3 1 / 4 " 90'-7 3/4" 8'-0"12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4" 8'-0 1/4"38'-4 3/8" 6"11'-6 1/4"6"11'-6"6"4'-0" TYP. 3" 6' - 4 " 3' - 4 " 6' - 4 " 3" 1'-0 1/4" 3'-0" 3'-11 1/2" 3'-6" 6 1/4" 101A 101B 3 A501 A501 14 3 A501 1 A501 8 3" 3'-2" 3'-0" 1'-4 1/4"3" 7'-11" 4'-0" 2'-0" 4'-0" 2'-0" 4'-0" 14'-5 1/4" 5 5 A501 14 3 S7S7S7 S4 S3 S3 S2 S1 2 A501 2 A501 10 A501 6 A501 S6 S5 A501 13 7 TYP. A A 6' - 1 1 / 8 " 14 ' - 7 1 / 4 " 1' - 1 0 3 / 4 " 6' - 3 1 / 4 " A2003 S8 6 3 / 8 " 1' - 4 " 54 A FLOOR PLAN NOTES A. DO NOT SCALE DRAWINGS B. ALL EXTERIOR DIMENSIONS ARE TO GRID, FACE OF FOUNDATION WALL (U.N.O.) C. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. D. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12. E. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. F. ALL DOORS TO PROVIDE 32” MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. G. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNITS VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE). H. FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 906 OF THE 2018 IFC. MIN RATING OF EXTINGUISHER TO BE 2A-10BC. MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75'. CURRENT SERVICE TAGS SHALL BE AFFIXED TO ALL EXTINGUISHERS. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 0 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 0 1 MA I N L E V E L F L O O R PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A101 MAIN LEVEL FLOOR PLAN1 1. DRIVE-THRU WINDOW, SEE DETAIL 6&7/A501 2. DRIVE-THRU SHELF, SEE DETAIL 6/A501 3. ROOF ACCESS LADDER 4. FROST PROOF WALL HYDRANT 5. DOWN SPOUT FROM AWNING 6. GAS METER 7. STEEL COLUMN, SEE STRUCTURAL 8. ELECTRICAL METER, SEE ELECTRICAL DRAWINGS 9. 3 FT WIDE RIBBON SLAB SHEET NOTES n o r t REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 8'-0"12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4" 8'-0 1/4"38'-4 3/8" 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 6' - 1 1 / 8 " 16 ' - 6 " 6' - 3 1 / 4 " 9 A501 9 A501 11 A501 90'-7 3/4" 1 7 7 7 5 5 5 6 6 6 8 TYP. 4 4 4 3 3 A A 3 2 2 2 6 5 5 555 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 0 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 1 1 MA I N L E V E L RE F L E C T E D C E I L I N G PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A111 REFLECTED CEILING PLAN1 1. ROOF TRUSSES, SEE STRUCTURAL DRAWINGS FOR SIZE AND SPACING. 2. METAL CANOPY, SEE EXTERIOR ELEVATIONS FOR FINISHES. 3. INTERNAL ROOF DRAIN WITH OVERFLOW. 4. HVAC UNITS PER MECHANICAL DRAWINGS. BLOCK OUT ROOF FRAMING IF REQUIRED FOR DUCT PENETRATIONS. 5. EXTERIOR WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. 6. DOWNSPOUT FROM AWNING 7. EXIT SIGN, SEE ELECTRICAL FOR PLACEMENT 8. AIRCURTAIN SHEET NOTES n o r t REV. DATE DESCRIPTION B B D D F F J J 11 44 55 22 33 G G H H C C E E 1 A301 2 A301 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " SLOPE 33 ' - 1 0 7 / 8 " 5' - 0 1 / 2 " 6' - 1 1 / 8 " 16 ' - 6 " 6' - 3 1 / 4 " 5' - 2 1 / 2 " 90'-7 3/4" 8'-0"12'-3 1/4" 2'-3 1/4" 9'-8 3/4" 2'-3 1/4" 9'-8 3/4" 8'-0 1/4"38'-4 3/8" 7 9 1 7 7 6 7 7 1 1 4 4 5 1 7 8 2 1 / 4 " / 1 ' - 0 "1 /4 " / 1 '-0 " 1 / 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 1 / 4 " / 1 '- 0 " SLOPE SLOPE 1 / 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 5' - 0 " 2 3 / 8 " 9 9 11 1 1 10 ' - 0 7 / 8 " 2" 2 2 2 3/8" 9 3 / 4 " 4 ' - 7 " 10 1/2" 19'-7 1/4" 9' - 9" 10 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" A A 1/ 4 " / 1 ' - 0 " 2' - 11 1/8" 2 3/8" 5' - 0" 3"2 7/8" 8' - 6" 5' - 0 " 5' - 0" 5' - 0" 2 3/8" 5' - 0 " 333 3 3 3 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 0 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A1 2 1 RO O F P L A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A121 ROOF PLAN1 1. ROOF CRICKET. 2. METAL AWNING. 3. METAL TRELLIS 4. ROOFTOP MECHANICAL UNIT. SEE MECHANICAL DRAWINGS. 5. ROOFTOP EXHAUST FAN. SEE MECHANICAL DRAWINGS. 6. ROOF ACCESS LADDER 7. PRE-FINISHED METAL COPING, TYP. 8. ROOF MEMBRANE PER SPECIFICATIONS. MINIMUM 1/4" PER FOOT SLOPE. 9. ROOF DRAIN. 10. PROVIDE WALKWAY PRODUCT TO PERMIT TRAVEL TO ROOFTOP UTILITIES. A. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING. B. SEE MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT AND INSTALLATION. ROOF PLAN NOTES ROOF SHEET NOTES n o r t REV. DATE DESCRIPTION Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" SD-1 10 10 ST-1 BV-1BV-1 BV-1 MT-1 MT-16 6 8 3 S3 S3 S2 S1 13 13 13 7' - 0 " 9' - 8"9' - 8"9' - 8" 7' - 0 " 7' - 0 " EQEQEQEQEQEQEQEQ 1 2 TYP. SD-1 SD-1 4 5 55 13 7 1313 MT-1 MT-1 12 MT-1 13 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" SD-1 10 SD-1SD-1 BV-1 BV-1 BV-1 11 6 7S4 MT-1 MT-17 13 EQ EQ 7' - 0 " 3' - 0 " EQ EQ 7' - 0 " 13 5 4 12MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BV-1 SD-1 ST-1 MT-1 6 S7S7 S7 2 11 4 8 3 MT-1 MT-1 BV-1 BV-1 9' - 8"9' - 8" 7' - 0 " MT-1 MT-1 MT-1 4 BV-1 MT-1 S5 S6 3' - 0 " 11 ' - 0 " MT-1 6 5 10 10 12 TYP. EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO ARCHITECT FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BV-1 BV-1 ST-1 MT-1 MT-1 MT-1 MT-1 MT-1 10 4 13 3 MT-1 8 11 4 13 6 13 4 2 TYP. 12 1 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 2 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A2 0 0 EX T E R I O R EL E V A T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION1 SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION2 SCALE:1/4" = 1'-0"A200 EXTERIOR ELEVATION4 EXTERIOR FINISH SCHEDULE NO. MATERIAL FINISH/STYLE COLOR RESPONSIBILITY BV-1 BRICK VENEER EXTRUDED GLEN GERY: DARK GREY (W77) GC MT-1 EXPOSED METAL ANODIZED DARK BRONZE GC SD-1 VERTICAL METAL SIDING reSAWN TIMBER - 1x6 T&G STRAW: VULCAN CLADDING GC ST-1 STUCCO MEDIUM SAND FLOAT SHERMAN WILLIAMS: SOFTER TAN SW 6141 GC 1. ADDRESS SIGN: MINIMUM 10 INCHES IN HEIGHT (CONTRASTING FROM BACKGROUND) LETTERING IN ACCORDANCE WITH SECTION 505 OF THE 2018 IFC. 2. STUCCO CONTROL JOINT, TYP. 3. 8'-0" CAGE OVER LADDER 4. CANOPY DOWNSPOUT, CONNECT TO UNDERGROUND STORM DRAIN. 5. METAL TRELLIS 6. METAL CANOPY 7. SURFACE MOUNTED SPEAKER 8. GAS METER 9. HOSE BIB 10. EXTERIOR SIGNAGE, UNDER A SEPARATE PERMIT 11. BOLLARD 12. MECHANICAL UNIT SCREEN 13. WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. 14. ELECTRICAL METER, SEE ELECTRICAL DRAWINGS SHEET NOTES REV. DATE DESCRIPTION 1/4" = 1'-0"3 Elevation 2 - a Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" B D F JGHCE T.O. Footing -2' -4" 2 A301 SD-1 ST-1 BV-1BV-1 BV-1 MT-1 MT-1 A SD-1 SD-1 MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 14523 T.O. Footing -2' -4" 1 A301 4' - 6 " ST-1 ST-1ST-1 BV-1 BV-1 BV-1 MT-1 MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 1 423 T.O. Footing -2' -4" 1 A301 ST-1 BV-1 BV-1 MT-1MT-1 MT-1 Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" BDFJGHCE T.O. Footing -2' -4" 2 A301 BV-1 SD-1 ST-1 MT-1MT-1 MT-1 BV-1 BV-1 A MT-1 MT-1 EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO ARCHITECT FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 4 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A2 0 1 CO L O R E D EL E V A T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION1 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION2 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION3 SCALE:1/4" = 1'-0"A201 COLORED EXTERIOR ELEVATION4 EXTERIOR FINISH SCHEDULE NO. MATERIAL FINISH/STYLE COLOR RESPONSIBILITY BV-1 BRICK VENEER EXTRUDED GLEN GERY: DARK GREY (W77) GC MT-1 EXPOSED METAL ANODIZED DARK BRONZE GC SD-1 VERTICAL METAL SIDING reSAWN TIMBER - 1x6 T&G STRAW: VULCAN CLADDING GC ST-1 STUCCO MEDIUM SAND FLOAT SHERMAN WILLIAMS: SOFTER TAN SW 6141 GC REV. DATE DESCRIPTION Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" B D F JGHCE T.O. Footing -2' -4" 2 A301 14 ' - 0 " A302 2 A302 1 TYPICAL ROOF CONSTRUCTION SINGLY-PLY MEMBRANE OVER 1/2" HIGH DENSITY COVER BOARD OVER POLY-ISO RIGID INSULATION R-36 THICKNESS OVER ROOF SHEATHING PER STRUCTURAL OVER PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL A MECHANICAL ROOF SCREEN Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" 14523 T.O. Footing -2' -4" 1 A301 A302 4 A302 3 TYPICAL ROOF CONSTRUCTION SINGLY-PLY MEMBRANE OVER 1/2" HIGH DENSITY COVER BOARD OVER POLY-ISO RIGID INSULATION R-36 THICKNESS OVER ROOF SHEATHING PER STRUCTURAL OVER PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL 14 ' - 0 " THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 5 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A3 0 1 BU I L D I N G S E C T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A301 BUILDING SECTION1 SCALE:1/4" = 1'-0"A301 BUILDING SECTION2 REV. DATE DESCRIPTION Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS A501 7 FINISH GRADE 14 ' - 0 " A501 6 A502 2 AIR CURTAIN HEADER, SEE STRUCTURAL DRAWINGS METAL CANOPY HEADER, SEE STRUCTURAL DRAWINGS R-21 BATT INSULATION PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL ROOF ASSEMBLY, SEE BUILDING SECTION ON SHEET A301 PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION EXTERIOR BUILDING SIGN. SEE EXTERIOR ELEVATIONS. A501 12 A502 1 R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" A502 2 SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS STOREFRONT SYSTEM HEADER, SEE STRUCTURAL DRAWINGS PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL METAL CANOPY PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH EXTERIOR BUILDING SIGN. SEE EXTERIOR ELEVATIONS. A501 8 A501 2 A501 12 TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTALL UNDER FLOOR 14 ' - 0 " Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL ROOF ASSEMBLY, SEE BUILDING SECTION ON SHEET A301 PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL HEADER, SEE STRUCTURAL DRAWINGS STOREFRONT SYSTEM SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS A501 12 A501 8 A501 8 TR U S S B E A R I N G 14 ' - 0 " TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER, CONTINUOUS WEATHER BARRIER OVER, 1" CONTINUOUS RIGID INSULATION, OVER SHEATHING PER STRUCTURAL, OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL WITH R-21 BATT INSULATION R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR Level 1 0' -0" T.O. Storefront 10' -0" T.O Parapet 20' -0" T.O. Footing -2' -4" SLAB ON GRADE, SEE STRUCTURAL DRAWINGS DRAINAGE GRAVEL PER GEOTECHNICAL REPORT VAPOR BARRIER CONCRETE FOOTING AND FOUNDATION, SEE STRUCTURAL DRAWINGS PRE-ENGINEERED WOOD JOISTS PER STRUCTURAL PARAPET CAP, SEE EXTERIOR ELEVATIONS FOR FINISH TYPICAL WALL CONSTRUCTION EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS OVER CONTINUOUS WEATHER BARRIER OVER SHEATHING PER STRUCTURAL OVER 2x6 WOOD STUD FRAMING PER STRUCTURAL OVER 5/8" GYP. BOARD A502 1 A501 12 TR U S S B E A R I N G 14 ' - 0 " R-10 RIGID INSULATION VERTICAL @ FOUNDATION WALL AND 2' HORIZONTAL UNDER FLOOR THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 6 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A3 0 2 WA L L S E C T I O N S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/4" = 1'-0"A302 WALL SECTION4 SCALE:3/4" = 1'-0"A302 WALL SECTION3 SCALE:3/4" = 1'-0"A302 WALL SECTION2 SCALE:3/4" = 1'-0"A302 WALL SECTION1 REV. DATE DESCRIPTION CONCRETE SLAB, SEE STRUCTURAL DOOR PER SCHEDULE THRESHOLD-SET IN MASTIC & FASTEN TO SLAB DOOR SHOE DRIP ISOLATION JOINT CONCRETE SIDEWALK LINE OF FRAME BEYOND SWEEP LINE OF WALL BEYOND MA X 1/ 2 " 1/2" BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES ALUMINUM SILL FRAME W/ SUBSILL & END DAMS SET IN CONTINUOUS BED OF SEALANT ALUMINUM STOREFRONT SYSTEM SLOPE EDGE AT STOREFRONT LOCATIONS SHIM CONCRETE STEM WALL NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING FUTURE FURRING BY TENANT FOUNDATION WEEP SCREEN THIN BRICK VENEER, SEE ELEVATIONS PRE-FINISHED METAL FLASHING, BEDDING SEAL UNDER FLASHING 1" CONTINOUS RIGID INSULATION CONCRETE SLAB PER PLAN, SEE STRUCTURAL STOREFRONT DOOR PER SCHEDULE THRESHOLD-SET IN MASTIC ISOLATION JOINT CONCRETE SIDEWALK PER PLAN MAX 2% SLOPE SEALANTTYPICAL WALL CONSTRUCTION PER WALL SECTIONS PLYWOOD SHEATHING PER WALL SECTIONS CONTROL JOINT/REVEAL SCREED (SEE ELEVATIONS FOR LOCATION) STUCCO PER EXTERIOR ELEVATIONS LAP FACER OVER CONTROL JOINT FLANGE W.R.B. / AIR BARRIER CONTINUOUS BEHIND JOINT CONTROL 1/ 4 " S.A.F.F. TO 6" EACH SIDE OF C.J. DRAINAGE MAT COURSE FACER 1" CONTINUOUS RIGID INSULATION PLYWOOD SHEATHING PER WALL SECTIONS TYPICAL WALL CONSTRUCTION PER SECTON DRAINAGE MAT COURSE W.R.B./ A.B. STUCCO PER EXTERIOR ELEVATIONS 1/ 4 " CONTROL JOINT / REVEAL SCREED LOCATION PER ELEVATION. SAF TO 6" EA. SIDE OF C.J. FACER 1" CONTINUOUS RIGID INSULATION SEALANT & BACKER ROD WINDOW SYSTEM AT DRIVE- THRU STAINLESS STEEL SILL W/ HEMMED EDGES 1/2" SEALANT & BACKER ROD JOINT WALL CONSTRUCTION PER SECTION 2" DRIVE-THRU SHELF PROVIDED BY STARBUCKS GALVANIZED METAL FLASHING W/ CONT. SEALANT 1 3 / 4 " NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING THIN BRICK VENEER PER EXTERIOR ELEVATIONS THIN BRICK VENEER PER EXTERIOR ELEVATIONS INSECT SCREEN S.A.F. OVER METAL FLASHING PENETRATION FLASHING SHIM AS REQUIRED READY ACCESS DRIVE THRU WINDOW SYSTEM - 600 SERIES SINGLE PANEL SLIDER "MOER" WINDOW AND AA300 HEATED AIR CURTAIN NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING GALVANIZED METAL FLASHING ELASTOMERIC SEALANT HEADER, SEE STRUCTURAL WALL SHEATHING PER SECTION 1" CONTINOUS RIGID INSULATION ALUMINUM STOREFRONT SYSTEM INSULATED GLASS UNIT T.O. MULLION SEE ELEVATION ALUMINUM TRANSOM FRAME PER SCHEDULE DOOR PER SCHEDULE GLAZING PER SCHEDULE STOREFRONT SYSTEM 1/2" BACKER ROD & SEALANT, TYP. BOTH SIDES CASING BEAD. LAP FLASHING OVER LEG BEDDING SEALANT UNDER BUILDING PAPER LAPPED OVER CASING BEAD FINISH MATERIAL. SEE ELEVATIONS FOR SCHEDULE. PENETRATION FLASHING NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING PRE-FINISHED DRIP EDGE 1" CONTINOUS RIGID INSULATION HM DOOR PENETRATION FLASHING NOTE: SEE SHEET A-600 FOR TYPICAL PENETRATION FLASHING 1/2" BACKER ROD & SEALANT, TYP. BOTH SIDES STUCCO PER EXTERIOR ELEVATONS INSECT SCREEN METAL HEAD FLASHING S.A.F. OVER METAL FLASHING HEADER PER STRUCTURAL 1" CONTINOUS RIGID INSULATION SHEATHING PER WALL SECTION PRE-FINISHED 20 GA. ALUMINUM COPING SNAPPED OVER METAL CLEAT.CONTINUOUS PRESSURE TREATED TAPERED NAILER CONTINUOUS METAL CLEAT GASKETED FASTENERS PARAPET CONSTRUCTION PER SECTION ADHERED MEMBRANE FLASHING FASTENERS AT 12" O.C. CONTINUOUS 2X PRESSURE TREATED PLATE ADHERED ROOF MEMBRANE OVER TOP OF PARAPET WEATHER BARRIER EXTERIOR SHEATHING SEE STRUCTURAL EXTERIOR FINISH PER EXTERIOR ELEVATIONS 3 1 / 2 " 6 1 / 2 " SEALANT & BACKER ROD, BOTH SIDES BREAK METAL WRAP TO MATCH WINDOW SYSTEM -TURN IN 2" MIN. PRESSURE TREATED SHIM AS REQUIRED STEEL COLUMN, SEE STRUCTURALWINDOW SYSTEM ALIGN WITH FACE OF BLOCKING, TYP WRAP BLOCKING W/ FLEXIBLE FLASHING - RETURN 3" MIN. TOP OF CONCRETE SILL (BELOW) BREAK METAL WRAP TO MATCH WINDOW SYSTEM STEEL COLUMN, SEE STRUCTURAL WRAP STEEL COLUMN W/ FLEXIBLE FLASHING PRESSURE TREATED SHIM AS REQUIRED TOP OF CONCRETE SILL (BELOW) THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 7 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 0 1 EX T E R I O R D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3" = 1'-0"A501 EXT. DOOR THRESHOLD1 SCALE:3" = 1'-0"A501 STOREFRONT SILL2 SCALE:3" = 1'-0"A501 STOREFRONT DOOR SILL3 SCALE:3" = 1'-0"A501 STUCCO VERTICAL CONTROL JOINT4 SCALE:3" = 1'-0"A501 STUCCO HORIZONTAL CONTROL JOINT5 SCALE:3" = 1'-0"A501 STOREFRONT SILL @ DRIVE THRU6 SCALE:3" = 1'-0"A501 STOREFRONT HEAD / AIR CURTAIN @ DRIVE THRU7 SCALE:3" = 1'-0"A501 STOREFRONT MULLION8 SCALE:3" = 1'-0"A501 STOREFRONT DOOR TRANSOM9 SCALE:3" = 1'-0"A501 STOREFRONT JAMB10 SCALE:3" = 1'-0"A501 HM DOOR HEAD @ STUCCO11 SCALE:3" = 1'-0"A501 PARAPET DETAIL12 SCALE:3" = 1'-0"A501 STOREFRONT @ DRIVE THRU CORNER13 SCALE:3" = 1'-0"A501 STOREFRONT JAMB @ POST14 REV. DATE DESCRIPTION CONCRETE FOOTING - SEE STRUCT PRE-FINISHED METAL W/ DRIP EDGE EXTERIOR MATERIAL PER EXTERIOR ELEVATIONS CONT. WEATHER BARRIER TYPICAL WALL CONSTRUCTION PER SECTION CONCRETE FOUNDATION WALL - SEE STRUCT 0' - 8 " FINISH GRADE, SEE CIVIL CONCRETE SLAB 4" OF DRAINAGE GRAVEL METAL ANCHOR BOLT, SEE STRUCT VAPOR BARRIER 1/2" PREMOULDED JOINT FILLER EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL ANGLE, SEE STRUCTURAL CAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT RECESSED LOW PROFILE LIGHT FIXTURE, SEE ELECTRICAL, PROVIDE BLOCKING TO HANG BOTTOM OF CANOPY 10' - 0" TUBE STEEL SUPPORT, SEE STRUCTURAL MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL 1' - 0 " 5'-0" ALUMINUM SOLID FASCIA PLYWOOD SHEATHING PER SECTION TYPICAL WALL CONSTRUCTION PER SECTON DRAINAGE MAT COURSE W.R.B./ A.B. STUCCO PER EXTERIOR ELEVATIONS SAF TO 6" EA. SIDE OF C.J. FACER GALVANIZED METAL FLASHING W/ CONT. SEALANT 1" CONTINOUS RIGID INSULATION THIN BRICK VENNER PER EXTERIOR ELEVATIONS THIN BRICK VENNER CAP EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL ANGLE, SEE STRUCTURAL CAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT RECESSED LOW PROFILE LIGHT FIXTURE, SEE ELECTRICAL, PROVIDE BLOCKING TO HANG BOTTOM OF CANOPY 10' - 0" TUBE STEEL SUPPORT, SEE STRUCTURAL MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL ALUMINUM SOLID FASCIA 5' - 0" EXTERIOR FINISH, SEE EXTERIOR ELEVATIONS FLASHING WITH DRIP EDGE WITH CONT. SEALANT STEEL, SEE STRUCTURALCAULKING C CHANNEL BEAM, SEE STRUCTURAL WALL CONSTRUCTION PER SECTION HEADER, SEE STRUCTURAL SHEET METAL FLASHING OVER PROTECTION BOARD, UNDER MEMBRANE ROOFING CONTINUOUS OPEN CELL FOAM CLOSURE STRIP ON BEDDING SEALANT, LAP AND JOINT SEALANTS PER SPECIFICATION CONTINUOUS METAL FLASHING WITH DRIP EDGE GALVANIZED GUTTER, SLOPES TOWARDS DOWNSPOUT BOTTOM OF CANOPY 10' - 0" MEMBRANE ROOFING, OVER 1/2" PROTECTION BOARD, OVER METAL DECK, PER STRUCTURAL ALUMINUM SOLID FASCIA A A SECTION A-A 1 0 " 2" 6 0 . 0 0 ° EQ . EQ . 1' - 0" TYP. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 7 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 0 2 EX T E R I O R D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1 1/2" = 1'-0"A502 EXT. MATERIAL @ FOUNDATION WALL1 SCALE:1 1/2" = 1'-0"A502 CANOPY @ DRIVE THRU2 SCALE:3" = 1'-0"A502 STUCCO TO THIN BRICK TRANSITION4 REV. DATE DESCRIPTION SCALE:1 1/2" = 1'-0"A502 CANOPY @ MAIN ENTRY3 SCALE:1 1/2" = 1'-0"A502 TRELLIS @ BUILDING ENTRANCE5 NOTE: 1. HOT WATER AND DRAIN PIPES MUST BE CONFIGURED AND PROTECTED AGAINST CONTACT. THERE SHALL BE NO SHARP ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 2. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9" ABOVE THE FINISHED FLOOR SHALL BE CONSIDERED TOE CLEARANCE. 3. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE THE FINISHED FLOOR SHALL BE CONSIDERED KNEE CLEARANCE. 4. KNEE AND TOE CLEARANCE SHALL BE MINIMUM 30" WIDE. 5. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. 1" 6" MI N . 0' - 9 " MIN. 0' - 11" 27 " M I N . MIN. 0' - 8" KNEE CLEARANCE (IIC A117.1 & 2010 ADA: 306.3) TOE CLEARANCE (IIC A117.1 & 2010 ADA: 306.2) M I N . 0 ' - 9 " MAX. 0' - 6" BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE CLEARANCE IS PERMITTED TO REDUCE AT A RATE OF 1" IN DEPTH FOR EACH 6" IN HEIGHT. 17" MIN. - 25" MAX. 4 8 " M I N . 12" MIN. FRONT APPROACH / PUSH SIDE CLEARANCE REQ'D ONLY IF CLOSER & LATCH ARE PROVIDED HINGE APPROACH / PUSH SIDE 12" MIN.22" MIN. 4 8 " M I N . W /C L O S E R 4 2 " M I N . CLEARANCE REQ'D ONLY IF CLOSER & LATCH ARE PROVIDED 6 0 " M I N . FRONT APPROACH / PULL SIDE 18" MIN. 5 4 " M I N . W / C L O S E R 4 8 " M I N . LATCH APPROACH / PULL SIDE 24" MIN. 5 4 " M I N . HINGE APPROACH / PULL SIDE 42" MIN. 6 0 " M I N . HINGE APPROACH / PULL SIDE 36" MIN. TYP. ALL DOORS 32" MIN. CLR. 9 0 .0 0 ° LATCH APPROACH / PUSH SIDE 24" MIN. 4 8 " M I N . W / C L O S E R 4 2 " M I N . NOTE: 1. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8" BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 2. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 3. OPENINGS MORE THAN 24" DEEP SHALL PROVIDE A CLEAR OPENING OF 36" MINIMUM. 4. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34" ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34" AND 80" ABOVE THE FLOOR SHALL NOT EXCEED 4". 5. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78" MINIMUM ABOVE THE FLOOR. 32" MIN. HINGED DOOR SLIDING DOOR FOLDING DOOR 32" MIN. 3 4 " M A X . 4 6 " M A X . 4 4 " M A X . 4 8 " M A X . 1 5 " M I N . 1 5 " M I N . 4 8 " M A X . 3 4 " M A X . 4 8 " M A X . 20" MAX. 20" - 25" MAX. OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH 4 8 " M A X . OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH MAX. 0' - 10" MAX. 0' - 10" 10" - 24" MAX. NOTE: 1. WASHING MACHINES AND CLOTHES DRYERS ARE PERMITTED TO BE 36" MAX. ABOVE THE FLOOR . 2. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACHED RANGES SPECIFIED. 3 2 " M I N . 3 6 " M I N . 24" MAX.48" MIN.24" MAX. 3 2 " M I N . 3 6 " M I N . NOTES: 1. THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36"; THE CLEAR WIDTH MAY BE REDUCED TO 32" MIN. FOR A LENGTH OF 24" MAX. PROVIDED THAT THE REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MIN. AND 36" WIDE MIN. 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). 3. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2%). 42" MIN.42" MIN. 4 8 " M I N . X < 48" CLEAR WIDTH OF ACCESSIBLE ROUTE (IIC A117.1: 403.5) (2010 ADA: 403.5.1) (a) CLEAR WIDTH AT 180 DEGREE TURN (IIC A117.1: 403.5.1) (2010 ADA: 403.5.2) 36" MIN.36" MIN. 6 0 " M I N . X < 48" (b) CLEAR WIDTH AT 180 DEGREE TURN (EXCEPTION) (IIC A117.1: 403.5.1) (2010 ADA: 403.5.2) 2 4 " M I N . 3 6 " M I N . 6 0 " M I N . 12" MIN.3' - 0" MIN.12" MIN. 60" MIN. NOTE: 1. TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE & TOE CLEARANCE. 2. CLEAR FLOOR SPACE AND TURNING SPACE SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 3. WHERE TURNING SPACE IS REQUIRED, THE CIRCLE OR THE T-SHAPED SPACE MAY BE USED. 4. DOOR SWING SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 3 0 " M I N . 48" MIN. 60" MIN. CLEAR FLOOR SPACE (IIC A117.1 & 2010 ADA: 305.3 CIRCULAR TURNING SPACE (IIC A117.1 & 2010 ADA: 304.3.1) T-SHAPED TURNING SPACE (IIC A117.1 & 2010 ADA: 304.3.2) 6 0 " M I N . 3 0 " M I N . 48" MIN. FORWARD APPROACH (IIC A117.1: 305.7.2) (2010 ADA: 305.5) 3 0 " M I N . PARALLEL APPROACH (IIC A117.1: 305.7.1) (2010 ADA: 305.5) 48" MIN. 3 6 " M I N . FORWARD APPROACH IN ALCOVE (IIC A117.1 & 2010 ADA: 305.7.2) X > 1 5 " PARALLEL APPROACH IN ALCOVE (IIC A117.1 & 2010 ADA: 305.7.1) 60" MIN. X > 24" 1 2 1/ 2 " M A X . MA X . 1/ 4 " MA X . 1/ 4 " MA X . 1/ 2 " NOTE: 1. THRESHOLDS AT EXTERIOR SLIDING DOORS SHALL BE PERMITTED TO BE 3/4" MAX. IN HEIGHT IF BEVELED W/ A SLOPE NOT STEEPER THE 1:2. 2. CHANGES IN LEVEL OF 1/4" MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. 3. CHANGES IN LEVEL OF 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (50%). 4. CHANGES IN LEVEL GREATER THAN 1/2" SHALL COMPLY WITH RAMP REQUIREMENTS. 1 2 1/ 4 " VERTICAL CHANGES IN LEVEL (SECTION VIEW) VERTICAL & BEVELED CHANGES IN LEVEL (SECTION VIEW) BEVELED CHANGES IN LEVEL (SECTION VIEW) CARPET PILE THICKNESS (SECTION VIEW) M A X . 1 /2 " (IIC A117.1 & 2010 ADA: 303) 0' - 0 1/2" MAX. GRATINGS OR OTHER OPENINGS IN WALKING SURFACE NOTE: OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF SPHERE MORE THAN 1/2" DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. LONG DIMENSION PERPENDICULAR TO TRAVEL DIRECTION PREDOMINANT DIRECTION OF TRAVEL (IIC A117.1 & 2010 ADA: 302.3) 6 0 " M I N . 48" MIN.DOOR WIDTH 6 0 " M I N . 60" MIN. 6 0 " M I N . DOOR WIDTH 48" MIN.DOOR WIDTH 3 4 " - 4 8 " CL 0 ' - 1 0 " M I N . DOOR/GATE OPENING HARDWARE SMOOTH SURFACE (PUSH SIDE OF DOOR) NOTES: 1. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRIP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 2. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90º, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12º SHALL BE 5 SECONDS MINIMUM. 3. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70º, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM, MEASURED UNDER AMBIENT CONDITIONS. 4. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWED BY THE APPROPIATE ADMINSTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE; INTERIOR HINGED: 5 POUNDS, SLIDING OR FOLDING: 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 5. DOOR SURFACES WITH 10" OF THE FLOOR SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. X > 8 0 " SIGN OR OBSTRUCTION X > 2 7 " MAX. 0' - 4" > 2 7 " a n d < 8 0 "0' - 4" MAX.0' - 4" MAX. SIGN POST 2 7 " M A X .X > 12"X > 12" X > 8 0 " POST SIGN OR OBSTRUCTION SIGN OR OBSTRUCTION UNLIMITED UNLIMITED X > 12" > 2 7 " a n d < 8 0 " SIGN OR OBSTRUCTION MAX. 0' - 4" MAX. 0' - 4" X > 12"X > 12" X < 8 0 " 2 7 " M A X . REDUCED VERTICAL CLEARANCE (IIC A117.1 & 2010 ADA: 307.4) LIMITS OF PROTRUDING OBJECTS (IIC A117.1 & 2010 ADA: 307.2) POST MOUNTED PROTRUDING OBJECTS (IIC A117.1 & 2010 ADA: 307.3) NOTE: 1. HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2" MAX. 2. PROTRUDING OBJECTS SHALL NOT DECREASE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. 12" MIN. 12" MIN. 2 7 " M A X . X <4 " BARRIER BARRIER SHALL PREVENT PASSAGE OF 4" SPHERE WITH ANY PORTION WITHIN 4" OF FLOOR MIN. 1' - 0" MIN. 1' - 0" C L R . 3 6 " M I N . 60" MIN. LANDING RAMP 60" MIN. LANDING RAMP RUNS SHALL HAVE A RUNNING SLOPE GREATER THAN 1:20 AND NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. PROVIDE HANDRAILS EACH SIDE FOR RAMPS WITH MORE THAN 6" VERTICAL RISE PLAN 60" MIN. 6 0 " M I N . 3 6 " M I N . 36" MIN. PLAN@90º INTERSECTION PROVIDE 60" X 60" MIN. CLEAR MANEUVERING SPACE AT LANDING RAMP NOTES: 1. THE MAXIMUM RISE FOR ANY RAMP IS 30 INCHES. 2. RAMPS THAT RISE MORE THAN 30" MUST HAVE INTERMEDIATE LANDINGS AS REQ'D TO MAINTAIN MAXIMUM 30" RISE FOR EACH RAMP. 3. RAMPS SHALL HAVE A LANDING AT TOP AND BOTTOM OF EACH RUN. 4. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL NOT ACCUMULATE WATER ON WALKING SURFACES. 5. PROVIDE RAMP SURFACE THAT IS FIRM, STABLE, AND SLIP RESISTANT. 6. CROSS SLOPE OF LANDING NOT TO EXCEED 1:48 (2%) IN ANY DIRECTION AT RAMP LANDINGS (TYP.) 7. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND LANDINGS. 8. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT ACCUMULATION OF WATER. RAMP HANDRAIL NOTES: 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF RAMP AND CONTINUOUS ON RUNS OF RAMPS. INSIDE HANDRAILS ON SWITCH BACK OR DOGLEG RAMPS SHALL BE CONTINUOUS BETWEEN RUNS. 2. RAMPS WITH AN OVERALL RISE OF 6" OR LESS DO NOT REQUIRE HANDRAILS. 3. RAILING EXTENSIONS SHALL RETURN TO A WALL, GUARD, FLOOR, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. A S R A M P R U N A T L E A S T A S W I D E 3 8 " M A X . 3 4 '' M I N . CLR. 36" MIN. 0 ' - 4 " 12" MIN. 12" MIN. 2 7 " M A X . 4 " M I N . CURB 3 8 " M A X . 3 4 '' M I N . CLR. 36" MIN. 4 " M I N . 12" MIN. 12" MIN. WALL 3 8 " M A X . 3 4 '' M I N . CLR. 36" MIN. 12" MIN. 12" MIN. 2 7 " M A X . EXTENDED FLOOR 3 8 " M A X . 3 4 '' M I N . CLR. 36" MIN. 12" MIN.12" MIN. EDGE PROTECTION EDGE PROTECTION EDGE PROTECTION EDGE PROTECTION (IIC A117.1 & 2010 ADA: 405) (a) PULL SIDE (b) PUSH SIDE (c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH NOTE: 1. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18" OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8" BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 2. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 18" MIN. 6 0 " M I N . 4 8 " M I N . X < 8 "4 8 " M I N . X < 8 " 12" MIN. X > 8 " THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 8 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 1 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/4" = 1'-0"A551 KNEE & TOE CLEARANCEA4 SCALE:1/2" = 1'-0"A551 DOORS AND DOORWAYSB6 SCALE:1/2" = 1'-0"A551 REACH RANGESD1 SCALE:1/2" = 1'-0"A551 ACCESSIBLE ROUTESC3 SCALE:1/2" = 1'-0"A551 CLEAR FLOOR & TURNING SPACEB4 SCALE:12" = 1'-0"A551 CHANGES IN LEVELA1 SCALE:1 1/2" = 1'-0"A551 OPENINGSA2 SCALE:1/2" = 1'-0"A551 TWO DOORS IN SERIESD2 SCALE:1/2" = 1'-0"A551 DOOR HARDWAREE6 SCALE:1/2" = 1'-0"A551 PROTRUDING OBJECTSB2 SCALE:1/4" = 1'-0"A551 RAMPSC4 SCALE:1/2" = 1'-0"A551 RECESSED DOORS AND DOORWAYSA6 REV. DATE DESCRIPTION ADA VAN PARKING AREA TO BE MARKED ADA PARKING 11' - 0" MIN.5' - 0" MIN.8' - 0" MIN. F U L L L E N G T H O F P A R K I N G S P A C E ADA VAN PARKING AREA TO BE MARKED 8' - 0" MIN.8' - 0" MIN. F U L L L E N G T H O F P A R K I N G S P A C E ALTERNATIVE VAN PARKING NOTES: 1. A VERTICAL CLEARANCE OF 98" MINIMUM SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: PARKING SPACES FOR VANS, THE ACCESS AISLES SERVING PARKING SPACES FOR VANS, AND THE VEHICULAR ROUTES SERVING PARKING SPACES FOR VANS. 2. ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY SIGNS THAT INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 3. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN ACCESSIBLE". 4. PARKING SPACES AND ACCESS AISLES MAY NOT HAVE SLOPES STEEPER THAN 1:48. 5. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 6. SIGNS SHALL BE 60" MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE LOWEST SIGN. (IIC A117.1 & 2010 ADA: 502) 0' - 5" MAX.15" MIN. FORWARD APPROACH 48" MIN. 3 0 " M I N . CL W H E E L C H A I R A C C E S S I B L E 3 6 " M A X . S T A N D I N G P E R S O N S 3 8 " - 4 3 " 5" MAX.15" MIN. PLAN SECTION NOTES: 1. CLEAR FLOOR SPACE PER SECTION 305 ARE TO BE PROVIDED. 2. KNEE AND TOE CLEARANCE PER SECTION 306 ARE TO BE PROVIDED. 3. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE PERMITTED WHERE THE SPOUT OUTLET IS 30" MAXIMUM ABOVE THE FLOOR AND IS 3 1/2" MAX. FROM THE FRONT EDGE OF UNIT. A PARALLEL APPROACH COMPLYING WITH SECITON 305 IS PROVIDED AND THE CLEAR FLOOR SPACE IS CENTERED ON THE DRINKING FOUNTAIN. 3 4 " M A X . MAX. 6" M I N . 9 " 17" MIN. MIN. 8" 2 7 " M I N . 4 0 1 /8 " M A X . NOTES: 1. A CLEAR FLOOR SPACE (30" X 48") POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED. 2. KNEE AND TOE CLEARANCE SHALL BE PROVIDED. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCE. 3. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 4. HAND-OPERATED METERING FACETS SHALL REMAIN OPEN FOR 10 SECONDS MIN. 5. WATER SUPPLY AND DRAINPIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. 6. IF SOAP OR TOWEL DISPENSERS ARE PROVIDED, THEY MUST BE LOCATED WITHIN THE REACH RANGES IN 308 AND MUST BE PLACE CONVENIENTLY TO THE PERSON AT THE ACCESSIBLE LAVATORY. BOTTOM EDGE OF REFLECTIVE SURFACE 4 8 " M I N . 9" 6 0 " M A X . 18" 1 8 " 18" 9" 0 ' - 9 " IN CONDITIONS WHERE THE WALL ADJACENT TO THE LATCH IS LESS THAN 18" LONG, PLACE SIGN IN A 18" X 18" CLEAR FLOOR SPACE ON WALL ADJACENT TO LATCH SIDE OF DOOR. PLACE SIGN IN 18" X 18" CLEAR FLOOR SPACE ADJACENT TO LATCH SIDE OF DOOR. NOTES: 1. TACTILE SIGNS SHALL CONTAIN BOTH RAISED CHARACTERS AND BRAILLE. 2. WHERE SIGNS WITH BOTH VISUAL AND RAISED CHARACTERS ARE REQUIRED , EITHER ONE SIGN WITH BOTH VISUAL AND RAISED CHARACTERS, OR TWO SIGNS, ONE WITH VISUAL , AND ONE WITH RAISED CHARACTERS, SHALL BE PROVIDED. 3. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL BE UPPER CASE. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 4. MOUNTING HEIGHTS: BRAILLE SHALL BE 48" MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. RAISED CHARACTERS SHALL BE 60" MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE CHARACTERS. 5. DOOR MOUNTED SIGNS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD OPEN DEVICES. 6. PICTOGRAM FIELD SHALL BE 6" MINIMUM IN HEIGHT (BRAILLE SHALL NOT BE IN PICTOGRAM FIELD). FINISH SHALL BE NON-GLARE WITH A CONTRAST IN PICTOGRAM AND FIELD. 7. MINIMUM CHARACTER HEIGHT OF 5/8" FOR VISUAL SIGN ACCOMPANIED BY GRADE II BRAILLE WITH DOMED OR ROUNDED SHAPES. THERE SHALL BE 3/8" SEPARATION FROM OTHER CHARACTERS OR RAISED ELEMENTS OR BORDERS OF THE SIGN OF THE BRAILLE CHARACTERS. 8. RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE TO THE HIGHEST RAISED CHARACTER. AREA OF REFUGE 1 8 " A 5 /8 " - 2 " CL CL CL SIGN PLACEMENT PICTOGRAM FIELD WOMENMEN 6 " M I N . NOT IN PICTOGRAM FIELD INTERNATIONAL SYMBOL OF ACCESSIBILITY VOLUME-CONTROLLED TELEPHONE INTERNATIONAL TTY SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SYMBOLS SECTION 2 7 " M A X . X X 12" MIN. NOTE: X EQUALS ACTUAL TREAD DEPTH -11" MIN. 4 " - 7 " NOTES: 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND TREAD DEPTHS. 2. OPEN RISERS SHALL NOT BE PERMITTED. 3. RADIUS OF CURVATURE OF THE LANDING EDGE TREAD SHALL BE 1/2" MAX. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAX. FROM THE VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1 1/2" MAX. BEYOND THE TREAD BELOW. 4. THE LEADING 2" OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-ON-LIGHT OR LIGHT-ON-DARK FROM THE REMAINDER OF THE TREAD. 5. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT WATER ACCUMULATION. 6. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS. 7. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT. 8. HANDRAILS SHALL BE A CONSISTENT HEIGHT ABOVE STAIR NOSING. 9. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. SUCH EXTENSION SHALL CONTINUE WITH A HORIZONTAL EXTENSION OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE. 10. HANDRAILS, AND ANY WALL OR OTHER SURFACE ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 11. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 3 8 " M A X . 3 4 '' M I N . HANDRAIL CLEARANCE 1 1/2" MIN. CIRCULAR HANDRAIL CROSS SECTION 1 1/4" - 2" NONCIRCULAR HANDRAIL CROSS SECTION NONCIRCULAR HANDRAIL CROSS SECTION 4" -6 1/4" PERIMETER 2 1/4" MAX. 2 1 /4 " M A X . 4" -6 1/4" PERIMETER 1 1 /2 " M I N . CL 15 " - 48 " 2" M I N .1 48 " M I N . - 60 " M A X . CL 72 " M I N . B A 5" 29 " FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCES TO FINISH FLOOR 48 " M I N . - 60 " M A X . THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED BY SENSING AN OBSTRUCTION AT LINE A AND LINE B. LINES A AND B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 20 1ADJOINING SURFACE MAX. SLOPE 1:20 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 1 12 CURB RAMP MAX. SLOPE 1:12 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX. SLOPE CURB OF RAMP FLARES PAINTED IF ADJACENT CURB IS PAINTED 1 10 3 6 " M I N . 3 6 " M I N . FLARED SIDES 3 6 " M I N . L A N D I N G AS CURB RAMP AT LEAST AS WIDE NOTES: 1. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 2. CURB RAMPS SHALL BE 36" MINIMUM IN WIDTH, EXCLUSIVE OF FLARED SIDES. 3. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE 36" MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP EXCLUDING FLARED SIDES. 4. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. 5. RAISED ISLANDS IN CROSSINGS SHALL HAVE A CUT-THROUGH OR HAVE A CURB RAMP AT BOTH SIDES. TRUNCATED DOME SURFACE , RAMP OPPOSING COLOR PER LOCAL REQUIREMENTS 24" MIN.2 4 " M I N . 48 " M I N . DIAGONAL CURB RAMPS TOP OF CURB RAMP PER 403.5 32"-36" MIN. CUT-THROUGH AT ISLAND CURB RAMP AT ISLAND 48 " M I N . 36" MIN. 16" - 18" PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS NOTES: 1. TURNING SPACE PER SECTION 304 SHALL BE PROVIDED WITHIN TOILET AND BATHING ROOMS. 2. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE FOR ANY FIXTURE WITHIN TOILET AND BATHING ROOMS. EXCEPTION: WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE (30" X 48") IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. 3. WHERE MIRRORS ARE LOCATED ABOVE AN ACCESSIBLE LAVATORY OR COUNTER, THE BOTTOM EDGE OF THE REFLECTIVE SURFACE SHALL BE MOUNTED 40" MAX. ABOVE THE FLOOR. 4. FLUSH CONTROLS MAY BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 5. GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4" MIN. AND 2" MAX. 6. GRAB BARS WITH A NONCIRCULAR CROSS SECTION SHALL HAVE A CROSS SECTION OF 2" MAX. AND A PERIMETER DIMENSION OF 4" MIN. - 4.8" MAX. 7. THE SPACE BETWEEN THE GRAB BAR AND THE WALL SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND PROTRUDING OBJECT BELOW AND AT THE ENDS OF THE GRAB BAR SHALL BE 1 1/2". THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE THE GRAB BAR SHALL BE 12" MIN. 8. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE 9" MIN. TOE CLEARANCE ABOVE THE FLOOR AND EXTEND 6" BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION. CL 60" MIN. 5 9 " M I N . F L O O R M O U N T E D 5 6 " M I N . W A L L M O U N T E D OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA ACCESSIBLE WATER CLOSET PLAN 3 3 " - 3 6 " 1 7 " - 1 9 " MAX. 12"42" MIN. 54" MIN. 39" - 41" 3 9 " - 4 1 " 1 8 " M I N . 3 3 " - 3 6 " MIN. 24" MIN. 12" 36" MIN. CL SIDE WALL WATER CLOSET GRAB BARS ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS (SINGLE) CL 7" -9" TOILET TISSUE DISPENSER PLACEMENT (SINGLE HORIZONTAL OR DOUBLE VERTICAL) 1 8 " M I N .1 1 /2 " M I N . 1 1 /2 " M I N . PROJECTING DISPENSERS RECESSED DISPENSE RS 1 1/2" 17" - 19" CL AMBULATORY ACCESSIBLE COMPARTMENT 6 0 " M I N . 4 2 " M I N . REAR WALL WATER CLOSET GRAB BARS GRAB BARS SHALL COMPLY WITH SIDE WALL WATER CLOSET GRAB BARS 36" MIN. ACCESSIBLE COMPARTMENT DOOR OPENINGS 4 2 " M I N . 4" MAX.56" MIN. 32" MIN. 32" MIN. 5 5 " M I N . F L O O R M O U T N E D W .C . 5 2 " M I N . W A L L M O U N T E D W .C . 4 1 /8 " M A X . ALTERNAT E DOOR LOCATION 5 9 " M I N . F L O O R M O U N T E D W .C . 5 6 " M I N . W A L L M O U N T E D W .C . 60" DOOR SHALL NOT SWING INTO THE REQUIRED MIN. AREA OF THE COMPARTMENT ACCESSIBLE COMPARTMENT DOOR OPENING -ALTERNATE CLEAR FLOOR SPACE CLEAR FLOOR SPACE 3 2 " M I N . M I N . 9 " PARTITION 6" M I N . 1 2 " PARTITION 6" ADULT COMPARTMENT TOE CLEARANCE CHILDREN COMPARTMENT TOE CLEARANCE TOE CLEARANCE PLAN 6" 6 " ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS (DOUBLE) CL 7" -9" 1 8 " M I N .1 1 /2 " M I N . TOILET TISSUE DISPENSER PLACEMENT (DOUBLE HORIZONTAL) TO CENTERLINE OF FARTHEST TOILET TISSUE ROLL DISPENSERS SHOWN FOR GRAPHIC REPRESENTATION ONLY DISPENSERS SHOWN FOR GRAPHIC REPRESENTATION ONLY 1 7 " M A X . 13 1/2" MIN. MIN. 13 5/8" WALL MOUNTED TYPE STALL TYPE M A X . 1 7 " 4 8 " M A X . X WHEN PARTITIONS ARE PROVIDED AT ACCESSIBLE URINALS, X = 30" MIN. TO PROVIDE FOR FORWARD APPROACH CLEAR FLOOR SPACE M A X . 1 2 " 6 0 " M I N . THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 3 9 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 2 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"A552 PARKING SPACESA6 SCALE:1/2" = 1'-0"A552 DRINKING FOUNTAINSC3 SCALE:1/2" = 1'-0"A552 LAVATORIES AND SINKSC4 SCALE:1/2" = 1'-0"A552 SIGNAGE REQUIREMENTSD4 SCALE:1/2" = 1'-0"A552 STAIRS & HANDRAILSD2 SCALE:1/2" = 1'-0"A552 ELEVATORA3 SCALE:1/2" = 1'-0"A552 CURB RAMPSA2 SCALE:1/2" = 1'-0"A552 WATER CLOSETS AND TOILET COMPARTMENTSB6 SCALE:1/2" = 1'-0"A552 URINALSB4 REV. DATE DESCRIPTION ACCESSIBLE ELECTRIC VEHICLE CONCRETE WHEEL STOP INTERNATIONAL SYMBOL OF ACCESSIBILITY SINGLE ELECTRIC VEHICLE CHARGING STATION, 30" X 48" REQUIREMENT ON 3 SIDES OF EQUIPMENT COORDINATE W/SELECTED MANUFACTURER ZERO HEIGHT CURB TO PARKING LOT TRANSITION FOR ADA PARKING ACCESS 1:48 MAX CROSS SLOPE AC C E S S A I S L E CONTROLS FOR E.V. STATION ON ACCESS AISLE SIDE AND MOUNTED BETWEEN 15" MIN. TO 48" MAX. ABOVE FINISH SURFACE NO PARKING ACCESSIBLE ELECTRIC VEHICLE DUAL ELECTRIC VEHICLE CHARGING STATION, 30" X 48" REQUIREMENT ON 3 SIDES OF EQUIPMENT COORDINATE W/SELECTED MANUFACTURER ZERO HEIGHT CURB TO PARKING LOT TRANSITION FOR ADA PARKING ACCESS CONTROLS FOR E.V. STATION ON ACCESS AISLE SIDE AND MOUNTED BETWEEN 15" MIN TO 48" MAX. ABOVE FINISH SURFACE CONCRETE WHEEL STOP INTERNATIONAL SYMBOL OF ACCESSIBILITY 1:48 MAX CROSS SLOPE SINGLE ADA STALL ADA STALL ADJACENT TO PARKING STALL SLOPE 1"/12" MAX. SLOPE 1"/12" MAX. NON ACCESSIBLE ELECTRIC VEHICLE 30" 30" 3 0 " 3 0 " 30" 30" 3 6 " M I N SLOPE 1"/12" MAX. NO PARKING 3 6 " M I N STEEL PIPE STYLE CONCRETE PAD 12" DIA. CONCRETE BASE 1' - 0" VERIFY V E R I F Y 6 ' - 0 " 2' - 0" V E R I F Y EDGE OF BIKE RACK PAD EDGE OF BIKE RACK PAD BIKE AREA 1 ' - 0 " 2 ' - 0 " 3 ' - 0 " ELEVATION/SECTION PLAN VERIFY REQUIREMENTS W/LOCAL AUTHORITY HAVING JURISDICTION ED G E O F B I K E R A C K PA D 30" X 48" CLEARANCE M A N U E V E RI N G S P A C E 5'-0" DIA M E T E R CLEAR FLOOR SPACE MAY NOT HAVE SLOPES STEEPER THAN 1:48 MAX. PER CODE PER CODE P E R C O D E PROVIDE 4" TALL CURB OR OTHER FORM OF CANE DETECTION OUTSIDE OF EGRESS ARC FIRE SPRINKLER STAND PIPE STAIRWAY EGRESS ARC MAX. 0' - 2 1/2" 0 ' - 2 " M A X . 1 8 " M I N . 1 9 " M A X 1 7 " M I N . 2 4 " M A X 2 0 " M I N . 42" MIN. NOTE: 1. CLEAR FLOOR SPACE OF 30" X 48" SHALL BE PROVIDED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH 2. THE BENCH SHALL PROVIDE BACK SUPPORT OR SHALL BE AFFIXED TO A WALL. BACK SUPPORT SHALL BE 42" LONG MIN. AND SHALL EXTEND FROM A POINT 2" MAX. ABOVE THE SEAT SURFACE TO A POINT 18" MIN. ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2 1/2" MAX FROM THE REAR EDGE OF THE SEAT MEASURED HORIZONTALLY. 3. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORT STRUCTURE. 4. WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL BE SLIP RESISTANT AND SHALL NOT ACCUMULATE WATER. 5. THE FLOOR OR GROUND SURFACE WITHIN THE REQUIRED MANEUVERING CLEARANCES SHALL SLOPE NO MORE THAN 1:48 (2%) AND CHANGES IN LEVEL WITHIN THIS AREA ARE NOT PERMITTED. 30 X 4 8 C L E A R F L O O R S P A C E THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 0 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 3 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/16" = 1'-0"A553 ADA ELECTRIC VEHICLE PARKINGA3 SCALE:1/2" = 1'-0"A553 BIKE RACK DETAILA5 SCALE:1/2" = 1'-0"A553 STAIRWAY STANDPIPE CANE DETECTIONA6 SCALE:1/2" = 1'-0"A553 ADA BENCH REQUIREMENTSB2 REV. DATE DESCRIPTION PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. 3 3 " - 3 6 " 3 0 " M I N . 6" MAX. 60" MIN. PROVIDE BLOCKING IN WALL AT ALL GRAB BAR LOCATIONS. 1 CLEAR FLOOR SPACE 3 3 " - 3 6 " ELEVATION 1 ELEVATION 3 ROLL-IN SHOWER T O P O F S E A T 1 7 " - 1 9 " 3 0 " M I N . 2 1/2" MAX. 1 1 /2 " M A X . 15" - 16" M A X . 3 " GRAB BAR BEGINS AT EDGE OF SEAT 6 " M A X . 6" MAX. PROVIDE BLOCKING IN WALL AT ALL GRAB BAR LOCATIONS. 3 2 ALTERNATE ROLL-IN SHOWER 3 6 " M I N .GRAB BAR BEGINS AT EDGE OF SEAT 6 " M A X . 24" - 36"36" MIN. 60" MIN. 6" MAX. 2 1 /2 " M A X . 1 1/2" MAX. 1 5 " - 1 6 " CONTROL & HAND SHOWER LOCATION16" MIN. 27" MAX. A B O V E G R A B B A R 4 8 " M A X . 3 3 " - 3 6 " ELEVATION 2 T O P O F S E A T 1 7 " - 1 9 " 3 8 " M I N . 4 8 " M A X . CENTER LINE OF SEAT 15" MAX.15" MAX. BACK WALL CONTROL & HAND SHOWER LOCATION 3 8 " M I N . 4 8 " M A X . 27" MAX. END WALL CONTROL & HAND SHOWER LOCATION NOTES: 1. IN STANDARD ROLL-IN TYPE SHOWERS, AN ACCESSIBLE LAVATORY SHALL BE PERMITTED ON ONE 30" WIDE MIN. SIDE OF THE CLEARANCE PROVIDED THAT IT IS NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE CONTROLS OR, WHERE PROVIDED, NOT ON THE SIDE OF THE CLEARANCE ADJACENT TO THE SHOWER SEAT. 2. THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALL BE 1/2" HIGH MAX. WITH A 1:2 BEVEL. 3. A SEAT IS NOT REQUIRED TO BE INSTALLED IN A SHOWER FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE, PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF A SHOWER SEAT. 4. A SHOWER SPRAY UNIT WITH A HOSE 59" LONG MIN. THAT CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A HAND HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN ADJUSTABLE-HEIGHT SHOWER HEAD ON A VERTICAL GRAB BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF THE GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120º MAX. HAND-HELD SHOWER SPRAY UNIT SHALL BE CAPABLE OF DELIVERING WATER PRESSURE SUBSTANTIALLY EQUIVALENT TO FIXED SHOWER HEADS. 5. SHOWER ENCLOSURES SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS BATHTUB 6. ALL ELEMENTS OF CONTROLS (INCLUDING LEVER HANDLES) ARE TO BE WITHIN THE REQUIRED INSTALLATION AREA DURING ANY POSITION OF OPERATION AND MINIMUM 1-1/2" AWAY FROM GRAB BARS. SE A T W A L L BACK WALL 36" CLEAR EXACT 22" - 23" 1 4 " - 1 5 " 3 6 " M I N . C O N T R O L W A L L 3 6 " C L E A R E X A C T 48" MIN. 2 1/2" MAX. 15" - 16" 3 " M A X . 1 1 /2 " M A X .18" TRANSFER-TYPE SHOWER 4 " M A X .PROVIDE BACKING IN WALL BEHIND AS REQUIRED FOR WALL MOUNTED EQUIPMENT 4 8 " M A X . 3 8 " M I N . MAX. 15" 3 3 " - 3 6 " 3 " - 6 " 1 8 " M I N . 4" MAX. CENTER LINE OF SHOWER SEAT PROVIDE BACKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. MOUNTING LOCATION FOR CONTROLS & HAND SHOWER. CL TRANSFER-TYPE SHOWER CONTROL WALL 1 7 " - 1 9 " TRANSFER-TYPE SHOWER BACK WALL 3 3 " - 3 6 " 3 " - 5 7 /8 " 1 8 " M I N . 18" CLEAR FLOOR SPACE LAVATORY CL EQ EQ PREFAB. TUB & SURROUND 8 " - 1 0 " 1 8 " 3 " - 6 " 3 3 " - 3 6 " 24" MIN. 3 0 " M I N . 1 2 " M I N . 2 4 " M I N . 12" MAX.24" MIN.24" MAX. LENGTH OF TUB M A X . 4 " 1 2 3 CLEAR FLOOR SPACE 1 1 /2 " M I N . 1 1 /2 " M I N . PROVIDE BACKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. HAND SHOWER NOT REQUIRED IN ADA TYPE B UNITS OR IN SECONDARY BATHROOMS OF ADA TYPE UNITS. 3 3 " - 3 6 " PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. 12" MIN. ELEVATION 1 ELEVATION 2 ELEVATION 3 15" - 16" REMOVABLE SEAT 3 0 " M I N . 2 4 " M I N . PROVIDE BLOCKING IN WALL AT ALL GRAB BAR LOCATIONS. 4 " M A X . 1 2B 3 CLEAR FLOOR SPACE PERMANENT SEAT REMOVABLE IN-TUB SEAT TUB PLAN VIEW PERMANENT SEAT TUB PLAN VIEW LENGTH OF TUB 12" MAX. 15" T O P O F S E A T 1 7 " - 1 9 " PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. ELEVATION 2B T O P O F S E A T 1 7 " - 1 9 " CONTROLS ARE TO BE MOUNTED BETWEEN GRAB BAR AND TOP OF TUB AND CENTER LINE OF TUB AND EDGE OF TUB. NOTES: 1. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF TUB AND SHALL BE 30" WIDE MIN. AN ACCESSIBLE LAVATORY (WITH KNEE & TOE CLEARANCE) SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHERE PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE SHALL EXTEND 12" MIN. BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. 2. A PERMANENT OR REMOVABLE IN-TUB SEAT SHALL BE PROVIDED. 3. CONTROLS OTHER THAN DRAIN STOPPERS, SHALL BE LOCATED ON END WALL. CONTROLS SHALL BE BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. ALL ELEMENTS OF CONTROLS (INCLUDING LEVER HANDLES) ARE TO BE WITHIN THE REQUIRED INSTALLATION AREA DURING ANY POSITION OF OPERATION AND MINIMUM 1-1/2" AWAY FROM GRAB BARS. 4. A SHOWER SPRAY UNIT WITH A HOSE 59" LONG MIN. THAT CAN BE USED BOTH AS A FIXED-POSITION SHOWER HEAD AND AS A HAND HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF. IF AN ADJUSTABLE-HEIGHT SHOWER HEAD ON A VERTICAL GRAB BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF THE GRAB BARS. BATHTUB SHOWER SPRAY UNITS SHALL DELIVER WATER THAT IS 120º MAX. HAND-HELD SHOWER SPRAY UNIT SHALL BE CAPABLE OF DELIVERING WATER PRESSURE SUBSTANTIALLY EQUIVALENT TO FIXED SHOWER HEADS. 5. GRAB BARS SHALL BE PROVIDED (REFER TO LOCATIONS ON PLANS AND ELEVATIONS). 6. BATHTUB ENCLOSURES SHALL NOT OBSTRUCT CONTROLS , FAUCETS, SHOWER, AND SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUB. BATHTUB ENCLOSURES SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB. 8 " - 1 0 " 1 8 " M I N . 3 " - 6 " 3 3 " - 3 6 " 12" MAX.15" MAX. CO N T R O L E N D W A L L CO N T R O L E N D W A L L PREFAB. TUB & SURROUND PROVIDE BLOCKING IN WALL AT ALL GRAB BAR LOCATIONS. 12" MAX. 15" MAX. EQ EQ PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS. GRAB BAR TO ALIGN WITH OUTSIDE EDGE OF TUB. 12" - 18" PROVIDE BLOCKING IN WALL BEHIND ALL GRAB BAR LOCATIONS NOTES: 1. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 2. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR SO NOT ALLOW CONTINUOUS PAPER FLOW. CL CHILDREN'S USE ACCESSIBLE WATER CLOSET PLAN 1 8 " - 2 7 " MAX. 12"42" MIN. 54" MIN. 34" - 36" 2 1 " - 3 0 " 1 8 " M I N . 1 8 " - 2 7 " MIN. 24" MIN. 12" 36" MIN. CL CHILDREN'S USE SIDE WALL WATER CLOSET GRAB BARSCHILDREN'S USE ACCESSIBLE WATER CLOSET DISPENSER LOCATIONS 24 1/8" MIN. TOILET TISSUE DISPENSER PLACEMENT 1 4 " - 1 9 " 1 1 /2 " M I N . CHILDREN'S USE REAR WALL WATER CLOSET GRAB BARS 1 1 " - 1 7 " 42" MAX. CEILING MOUNTED ALARM DEVICESWALL MOUNTED ALARM DEVICES CEILING CE I L I N G H T . > 3 0 F T . FLOOR 3 0 '-0 " M A X . T Y P . 9 ". 6 '-8 " M I N . -- 8 '-0 " M A X . 7 '-0 " T Y P I C A L 6 '-8 " M I N . -- 8 '-0 " M A X . 7 '-0 " T Y P I C A L V A R I E S T Y P . 9 ". 6 '-8 " M I N . -- 8 '-0 " M A X . 7 '-0 " T Y P I C A L T Y P . 9 ". DOORBELL W/ LIGHT (HEARING IMPAIRED) FIRE ALARM STROBE DEVICE FIRE ALARM HORN DEVICE SMOKE DETECTOR EMERGENC Y LIGHT SMOKE DETECTOR & FIRE ALARM STROBE N S DB 4 " M I N .SD S DB 4 " M I N . 6 '-8 " M I N . -- 8 '-0 " M A X . 7 '-0 " T Y P I C A L TOILET SEAT HEIGHT RE F E R T O EL E V A T I O N S (1 8 " M I N . 48 " M A X . ) TOILET SEAT HEIGHTGRAB BAR SURFACE MTD. TOILET PAPER ROLL HOLDER DUAL TOILET PAPER HOLDER SURFACE MTD. UNDERSIDE OF VANITY SKIRT TOILET PAPER DISPENSER SHOWER CURTAIN ROD SURFACE MTD. GRAB BAR (VERTICAL) SURFACE MTD. TOWEL BAR SURFACE MOUNTED ON E L O W E R HO O K I N A C C . BA T H S O N L Y TOWEL DISP./ WASTE RECEPT. SEMI-RECESSED SANITARY NAPKIN DISPENSER SEMI-RECESSED FOLDING SHOWER SEAT SURFACE MOUNTED LINE OF WALL MIRROR SURFACE MOUNTED PAPER TOWEL / SOAP DISPENSER SURFACE MOUNTED GRAB BAR (ACCESSIBILITY) SURFACE MTD. TOWEL/ROBE HOOKS SURFACE MOUNTED GRAB BAR (VERTICAL) SURFACE MTD. ALL EQUIPMENT CONTROLS OR PRODUCT DISPENSER LOCATIONS MUST BE WITHIN REACH RANGE AS INDICATED NOTE: GRAB BARS •PROVIDE 12" CLEAR AREA ABOVE GRAB BARS TYP.•PROVIDE 1.5" CLEAR AREA BETWEEN GRAB BARS AND ADJACENT ACCESSORIES I.E. SHOWER CONTROLS, SHOWER FITTING, AND OTHER GRAB BARS •PROVIDE BLOCKING TO SUPPORT MIN. 250 LBS. OF VERTICAL AND HORIZONTAL FORCE TOWEL/ROBE HOOKS SURFACE MOUNTED FLUSH LEVER POSITIONS TO FACE OPEN SIDE OF W.C. TYP. SHOWER HEAD NOTE:NOTE: PROVIDE OVER HAND WASH SINK IN KITCHEN 4 ' - 0 ". M A X 3 '-4 " M A X . V A R I E S 16". 1 ' - 6 ". T .O . C O N T R O L S 4 '-0 " M A X . 4 ' - 0 " M A X . 3 -'4 " A C C . 1 5 ". R E A C H R A N G E F R O N T /S I D E 4 8 " A .F .F . M A X . 5 ' - 9 ". 1 '-1 1 ". R E A C H R A N G E F R O N T /S I D E 1 5 ".4 8 " A .F .F . M A X . 1 '-1 1 ". (1 8 " M I N . 48 " M A X . ) FROM FRONT 7"-9" 16" - 18" 1 7 "-1 9 " T .O . G R I P I N G S U R F A C E 3 3 "-3 6 " U .N .O . VARIES B O W E D S H O W E R R O D 6 '1 0 ". B .O . S H O W E R H E A D 6 '-1 0 ". (A T A D A A G S H O W E R S O N L Y ) 6 '1 0 " S T R A I G H T R O D FROM FRONT 7"-9" MAX. 12". MIN. 42". 39"-41" 4' - 6" MIN MIN. 36". MIN. 24". MIN. 12". 1 8 " M I N . 3 9 " - 4 1 " 2 ' - 0 ". V A R I E S MAX. 12".42" MIN. 39"-41". 4' - 6" MIN MIN. 36". MIN. 24". MIN. 12". 16" - 18" 1 8 " M I N . 3 9 " - 4 1 " 3 3 " - 3 6 " 1 7 "-1 9 " 3 3 " - 3 6 "3 ". VARIES TO REFLECTIVE SURFACE CLCL 4 ' - 0 ". M A X TOILET SEAT COVER DISPENSER 1 5 ". R E A C H R A N G E F R O N T /S I D E 4 8 " A .F .F . M A X . SOAP DISPENSER SURFACE MOUNTED C H A N G I N G S U R F A C E 2 7 " M I N . B .O . BABY CHANGING STATION F T 3 '-1 1 " T .O . H A N D L E 3 '-1 1 " T .O . C O N T R O L S 4 '-0 " M A X . T .O . H A N D L E FIRE PULL STATION THERMOSTAT OUTLETS, DATA, TV, & TELEPHONE T Y P . 1 '-8 ". M I N . 1 '-3 ". 4 ' - 0 " M A X . SWITCH & CARD READER, TYP SWITCH & CARD READER, TYP D E S K , E T C . 3 '-7 " A B V . C O U N T E R , T .O . C O N T R O L S 4 '-0 " M A X . ELECTRIC HAND DRYER FIRE EXTINGUISHER CABINET C H A N G I N G S U R F A C E 3 4 " M A X T .O . T .O . C O N T R O L S 4 '-0 " M A X 4 2 " M A X . D E S K , E T C . 3 '-7 " A B V . C O U N T E R , 3 '-7 " T .O . C O N T R O L BA C HEADER LINE TYPICAL CLOSET SECTION ACCESSIBLE CLOSET SECTION ACCESSIBLE CLOSET ELEVATION CLOSET SYSTEM SHELF & ROD UPPER SHELF - REFER TO SECTION B LOWER SHELF SAME AS UPPER SHELF -REFER TO SECTION B IRON ORGANIZER - REFER TO SECTION B CLOSET SYSTEM SHELF & ROD 5 ' - 1 0 " T .O . S H E L F 5 ' - 6 " T .O . R O D 9" MIN. 1' - 2". 9" MIN. 1' - 2". 5 ' - 6 " T .O . R O D 4 ' - 0 " M A X . (T .O . S H E L F ) 5 ' - 1 0 " T .O . S H E L F 3 ' - 6 " M A X . (T .O . R O D ) UPPER SHELF LOWER SHELF EQ EQ (WHERE OCCURS) 4 ' - 0 " M A X . (T .O . S H E L F ) 5 ' - 1 0 " T .O . S H E L F OPERABLE PARTS INCLUDING, BUT NOT LIMITED TO, DOORS, LINT SCREENS, DETERGENT/BLEACH COMPARTMENTS, ETC., SHALL BE LOCATED WITHIN REQUIRED REACH RANGES AND SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING OR PINCHING, OR TWISTING OF THE WRIST. FRONT LOADTOP LOAD CLR. FLOOR SPACECLR. FLOOR SPACE 3 ' - 0 " M A X . 1 5 " - 3 6 " NOTES: 1. AT LEAST ONE TYPE OF EACH EXERCISE MACHINE AND EQUIPMENT SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR TRANSFER FOR USE BY AN INDIVIDUAL SEATED IN A WHEELCHAIR. 2. CLEAR FLOOR SPACES REQUIRED AT EXERCISE MACHINES AND EQUIPMENT SHALL BE PERMITTED TO OVERLAP. 3. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 30" X 48" CLEAR FLOOR SPACE ELEVATION VIEW NOTES: 1.FOR A PARALLEL APPROACH, A PORTION OF THE COUNTER SURFACE THAT IS 36" LONG MIN. AND 34" HIGH MAX. ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO THE 36" MIN. LENGTH OF THE COUNTER. IF THE PROVIDED COUNTER IS LESS THAN 36" LONG, THE ENTIRE COUNTER SURFACE SHALL BE 34" MAX. ABOVE THE FINISH FLOOR. 2.FOR A FORWARD APPROACH, A PORTION OF THE COUNTER SURFACE THAT IS 30" LONG MIN. AND 34" HIGH MAX. SHALL BE PROVIDED. KNEE AND TOE CLEARANCE SHALL BE PROVIDED UNDER THE COUNTER. A CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A FORWARD APPROACH TO THE COUNTER. ACCESSIBLE PORTION OF COUNTER (WHERE ENTIRE COUNTER IS NOT LOCATED AT 34" HIGH MAX. ABOVE FINISH FLOOR ELEVATION VIEW ACCESSIBLE PORTION OF COUNTER (WHERE ENTIRE COUNTER IS NOT LOCATED AT 34" HIGH MAX. ABOVE FINISH FLOOR APPROACH AP P R O A C H KNEE AND TOE CLEARANCE REQUIRED WHEN FRONT APPROACH USED PLAN VIEWPLAN VIEW 30"x48" CLEAR FLOOR SPACE 30"x48" CLEAR FLOOR SPACE EQ EQ EQ EQ 36" MIN 30' MIN 3 4 " M A X 2 7 " M I N . A .F .F . 30" KNEE SPACE 3 4 " M A X . 1 7 " M I N . THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 1 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A5 5 4 TY P I C A L A D A / A N S I DE T A I L S 22 -12 7 CH JK ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/2" = 1'-0"A554 SHOWER COMPARTMENTSC2 SCALE:1/2" = 1'-0"A554 BATHTUBSA3 SCALE:1/2" = 1'-0"A554 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USEE4 SCALE:1 1/2" = 1'-0"A554 ALARMSA5 SCALE:1/4" = 1'-0"A554 TYPICAL ACCESSIBLE MOUNTING HEIGHTSB6 SCALE:1/4" = 1'-0"A554 TYPICAL CLOSET DETAILSD4 SCALE:1/2" = 1'-0"A554 ADA WASHER / DRYERA6 SCALE:1/4" = 1'-0"A554 ACCESS AT EXERCISE EQUIPMENTC3 SCALE:1/2" = 1'-0"A554 ACCESSIBLE SERVICE COUNTER (REGISTRATION, CHECK-OUT, CONCIERGE, ETC.)D6 REV. DATE DESCRIPTION CUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, MINIMUM 2" 2" 2" EXTEND PENETRATION FLASHING 12" BEYOND ROUGH OPENING AT EACH END OF SILL ATTACH PENETRATION FLASHING TO ROUGH OPENING AT INTERIOR FACE OF FRAMING BUTTERFLY BOTTOM CORNERS WITH SELF-ADHESIVE FLEXIBLE FLASHING. 12" 9" 12" . 9" 9" 9" 9" MIN 9" 9" MIN FACTORY FORMED CORNER BOOTS . SHEET METAL SILL PANS, DO NOT PENETRATE PANS WITH FASTENERS * SEE DETAILS 12 AND 13 FOR TYPICAL PANS SET SILL PAN IN BEAD OF SEALANT AS SHOWN, SLOPE PAN TO DRAIN . CUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, MINIMUM 2" 18" 2" 9" 9" . 9" 9" 9" 9" 9" FACTORY FORMED CORNER BOOTS . 2" 18" 18" 9" . INSTALL STOREFRONT PER MANUFACTURER'S SPECIFICATIONS, IF WINDOW INSTALLATION DIFFERS FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS, NOTIFY ARCHITECT OF DISCREPANCIES INSTALL 3/8" WIDE SEALANT JOINT (MINIMUM) WITH BACKER ROD AROUND INTERIOR PERIMETER OF STOREFRONT SLEEVE AT HEAD, JAMBS, AND SILL NOTE: VIEW OF WINDOW FROM INTERIOR AT SILL, INSTALL SEALANT JOINT BETWEEN BACKDAM OF SILL PAN AND WINDOW . INSTALL 24 GA HEAD FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS INSTALL 24 GA HEAD FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS 1/4" 1/2" 1" 1/2" 1" 1/4" UNBROKEN FOLDED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE FULLY SOLDERED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE 6" 6" SOLDERED END DAM FOLDED END DAM HEMMED DRIP EDGE, TYPICAL H E A D D E P T H +1 /8 " H E A D D E P T H +1 /8 " HEMMED DRIP EDGE, TYPICAL 6" 2" VERIFY HEIGHT OF BACK DAM WITH WINDOW MANUFACTURER AND INTERIOR TRIM, 3/4" MINIMUM BACK DAM FRAME DEPTH + 1/2" VERIFY 24 GAUGE SHEET METAL SILL PAN, FULLY SOLDERED, SET PAN IN FULL BED OF SEALANT, DO NOT PENETRATE HORIZONTAL SURFACES WITH FASTENERS SLOPE SILL PAN TO DRAIN COORDINATE HEIGHT OF BACK DAM WITH THRESHOLD AND JAMB AT DOORS, NO ATTACHMENTS THROUGH HORIZONTAL SILL PAN 24 GAUGE FULLY SOLDERED SHEET METAL SILL PAN, SHIM DOOR THRESHOLD OFF PAN SURFACE TO DRAIN AND SET BACK LEG OF PAN IN CONTINUOUS SEALANT SECURE TO SUBSTRATE, COORDINATE ATTACHMENTS WITH WATERPROOFING MEMBRANE MANUFACTURER, SEE DETAILS FOR LEG CONFIGURATION 6" 6 " 3" SLOPE SILL PAN TO DRAIN VERIFY WITH SITE CONDITIONS FRAME DEPTH + 1/2" VERIFY LINTELSILL NOTE: SEAL GLASS POCKET OF DOOR JAMB AT SILL. NOTE: SEALANT ON BACK LEG OF FLASHING TO BE APPLIED PRIOR TO INSTALLATION OF FRAME. NOTE: SEAL OVER HEADS OF ALL PERIMETER OPENINGS. SHEET ALUM. END DAM SEALANT FLASHING STOREFRONT & UNFLANGED DOORS 1. WRAP DOOR OPENINGS SIMILAR TO STEPS A THROUGH K. SEE ARCHITECTURAL DRAWINGS FOR HEAD FLASHING CONFIGURATIONS AND ADDITIONAL DETAILS. DO NOT PENETRATE SILL PAN WITH FASTENERS. THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 2 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A6 0 0 FL A S H I N G D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:3/8" = 1'-0"A600 STEP A: SILL PENETRATION FLASHING1SCALE:3/8" = 1'-0"A600 STEP B: SILL CORNER BOOTS2 SCALE:3/8" = 1'-0"A600 STEP C: SILL PLAN3 SCALE:3/8" = 1'-0"A600 STEP D: JAMB PENETRATION FLASHING4 SCALE:3/8" = 1'-0"A600 STEP E: HEAD CORNER BOOTS5 SCALE:3/8" = 1'-0"A600 STEP F: HEAD PENETRATION FLASHING6 SCALE:3/8" = 1'-0"A600 STEP G: STOREFRONT7 SCALE:3/8" = 1'-0"A600 STEP H: INTERIOR SEAL AND JOINT8 SCALE:3/8" = 1'-0"A600 STEP J: HEAD FLASHING9 SCALE:3/8" = 1'-0"A600 STEP K: WEATHER RESISTIVE BARRIER10 SCALE:3/4" = 1'-0"A600 TYP. HEAD FLASHING11 SCALE:1" = 1'-0"A600 TYP. WINDOW PAN (SHEET METAL)12 SCALE:1" = 1'-0"A600 TYP. STOREFRONT & DOOR PAN (SHEET METAL)13 SCALE:1 1/2" = 1'-0"A600 FLASHING DETAIL @JAMB14 REV. DATE DESCRIPTION 3 ' - 2 "4 ' - 0 "5 ' - 0 " PU S H P L A T E S , HA N D L E S , PU S H B A R S DE A D B O L T VI E W E R S / S I G N A G E WINDOW OR SIGN TYPE A TYPE B 1 0 " 1 0 " INSULATED SAFETY GLASS INSULATED SAFETY GLASS TYPE C 5 ' - 0 " SECURITY DOOR VIEWER Level 1 0' -0" SAFETY GLASS* *** * 2 '-8 " 2 " 7 '-0 " 2 '-8 " 2 " 4 '-1 1 " 2 " 1 '-3 " 2 " 6 " 7'-6 1/4" 2" 1'-0 1/4" 2" 6'-0" 3'-0"3'-0" DOOR TYPE ASAFETY GLASS* * 2 " 2 '-8 " 2 " 4 '-1 1 " 2 " 1 '-3 " 2 " 9 '-6 " 6 " 2" 3'-8" 9 '-4 7 /8 " 6 " 2 " 2 '-8 " 2 " 4 '-1 1 " 2 " 1 '-3 " 2 " 11'-6" 2" 3'-7" 2" 3'-8" 2" 3'-7" SAFETY GLASS* *** SAFETY GLASS* *** ** * * * * 6 " 9 '-6 " 2 " 2 '-8 " 2 " 4 '-1 1 " 2 " 1 '-3 " 2 " 2'-11 1/2" 2" 3'-0 1/2" 2" 3'-0" 2" 3'-0 1/2" 2" 2'-11 1/2" 2" DOOR TYPE B SAFETY GLASS* * 3' - 0" 7 ' - 1 1 1 /2 " 4 ' - 1 1 1 /2 " 8 '-0 " 2 " 1 '-8 " 2" 3'-8" 2" 4'-0" SAFETY GLASS* ** 7 ' - 1 1 1 /2 " 4 ' - 1 1 1 /2 " 3' - 11 1/2" Level 1 0' -0" 7 ' - 1 1 1 /2 " 1' - 4" 4 ' - 1 1 1 /2 " * Level 1 0' -0" 7 ' - 1 1 1 /2 " 3' - 6" 4 ' - 1 1 1 /2 " * SAFETY GLASS* THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 3 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t A6 0 1 DO O R & W I N D O W SC H E D U L E 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET HARDWARE LEGEND HS-1 ENTRANCE DOOR 2 SETS PIVOTING/HINGING: OFFSET PIVOT; TOP AND INTERMEDIATE 2 SETS CLOSERS: DORMA BTS 80 NHO; CONCEALED FLOOR CLOSER; SINGLE ACTING; OFFSET PIVOT 1 LATCHES/STRIKE: ADAMS-RITE MS1830 WITH PROVISIONS FOR KEYED CYLINDERS ON INTERIOR FACE ONLY; MOUNT TO BOTTOM KEYING: ALL LOCKSET AND DEADBOLTS SHALL BE KEYED AS DIRECTED BY OWNER 1 CYLINDER GUARD 1 EA PUSH/PULLS: ARCADIA RADIUS PUSH-PULL SET; STRAIGHT PULL OPTION; CLEAR FINISH 1 SET WEATHER STRIPPING: HARD-BACKED POLY PILE IN DOOR AND/OR FRAME, INCL. SILL SWEEPS: BRUSH STRIP, CONCEALED 1 THRESHOLD: EXTRUDED ALUMINUM WITH RIBBED SURFACE 1 TRANSOM DECAL: ("THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ) HS-2 ENTRANCE DOOR 1 SET PIVOTING/HINGING: OFFSET PIVOT; TOP AND INTERMEDIATE 1 SET CLOSERS: DORMA BTS 80 NHO; CONCEALED FLOOR CLOSER; SINGLE ACTING; OFFSET PIVOT 1 LATCHES/STRIKE: ADAMS-RITE MS1830 WITH PROVISIONS FOR KEYED CYLINDERS ON INTERIOR FACE ONLY; MOUNT TO BOTTOM KEYING: ALL LOCKSET AND DEADBOLTS SHALL BE KEYED AS DIRECTED BY OWNER 1 CYLINDER GUARD 1 PUSH/PULLS: ARCADIA RADIUS PUSH-PULL SET; STRAIGHT PULL OPTION; CLEAR FINISH 1 SET WEATHER STRIPPING: HARD-BACKED POLY PILE IN DOOR AND/OR FRAME, INCL. SILL SWEEPS: BRUSH STRIP, CONCEALED 1 THRESHOLD: EXTRUDED ALUMINUM WITH RIBBED SURFACE 1 TRANSOM DECAL: ("THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" ) HS-3 SERVICE DOOR 2 PAIR BUTT HINGES 1 CLOSER: DORMA -8916 DOOR CLOSER 8916 AF89P 1 SECURING DEVICE: FALCON LOCK -C607 7-PIN CORE COMBINATION "A" KEYWAY 1 SECURING DEVICE: SUR-LOCK -I/O 2000L-03IC AUTO LOCKING DOOR ALARM, IC; NO CTR INCLUDES -MORTISE CYLINDER 1 DOOR STOP: ROCKWOOD 473 DOOR STOP WITH HOOK 1 DOOR BELL: NUTONE -MCV309NWHGL DOOR BELL 1 THRESHOLD: NATIONAL GUARD -325 HALF SADDLE THRESHOLD 1 MISCELLANEOUS: NATIONAL GUARD -137NA WEATHER STRIP 1 KICKPLATE: ROCKWOOD -10”KICKPLATE (PUSH SIDE) 1 MISCELLANEOUS: NATIONAL GUARD -16A RAIN DRIP 1 PEEP HOLE: DS-6 DOOR SPY PROVIDE AIR CURTAIN AND ASSOCIATED POWER SCALE:1/2" = 1'-0"A601 DOOR MOUNTING HEIGHT10 SCALE:1/2" = 1'-0"A601 DOOR TYPE11 DOOR SCHEDULE DOOR # DESCRIPTION WIDTH HEIGHT TYPE THICKNESS FRAME TYPE FRAME FINISH DOOR CONSTRUCTION DOOR FINISH HARDWARE SET COMMENTS 101A DOOR - STOREFRONT METAL FRAME DOUBLE 6' - 0" 7' - 0" A ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-1 101B DOOR - STOREFRONT METAL FRAME SINGLE 3' - 0" 7' - 0" C ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-2 101D DOOR - STOREFRONT METAL FRAME SINGLE 3' - 0" 7' - 0" C ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-2 101E DOOR - STOREFRONT METAL FRAME DOUBLE 6' - 0" 7' - 0" A ALUMINUM ANODIZED DARK BRONZE ALUM. / GLASS ANODIZED DARK BRONZE HS-1 101F DOOR - SINGLE SERVICE - 42IN 1070MM 3' - 6" 7' - 0" B 0' - 2" HOLLOW METAL PAINT HOLLOW METAL PAINT HS-3 SEE EXTERIOR ELEVATIONS SHEET A-200 FOR PAIN COLOR WINDOW SCHEDULE TYPE MARK DESCRIPTION RESPONSIBILITY COMMENTS A DRIVE THRU WINDOW - DARK BRONZE STORFRONT SCHEDULE TYPE MARK DESCRIPTION RESPONSIBILITY COMMENTS S1 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S2 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S3 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S4 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S5 DRIVE THRU STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S6 DRIVE THRU STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S7 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS S8 ALLUMINUM STOREFRONT - DARK BRONZE GC 1" INSULATED GLASS SCALE:1/2" = 1'-0"A601 STOREFRONT S11SCALE:1/2" = 1'-0"A601 STOREFRONT S22 SCALE:1/2" = 1'-0"A601 STOREFRONT S33 SCALE:1/2" = 1'-0"A601 STOREFRONT S44 SCALE:1/2" = 1'-0"A601 STOREFRONT S66 SCALE:1/2" = 1'-0"A601 STOREFRONT S77 SCALE:1/2" = 1'-0"A601 WINDOW A9 REV. DATE DESCRIPTION SCALE:1/2" = 1'-0"A601 STOREFRONT S88 SCALE:1/2" = 1'-0"A601 STOREFRONT S55 EMPLOYEE PATH TO TRASH 4 6 13 U N I V E R S I T Y B L V D GOLDEN BEAUTY DR E A S E M E N T 1 0 '-0 " E A S E M E N T10'-0 " E A S E M E N T24'-0 " E A S E M E N T 1 0 ' - 0 " E A S E M E N T 1 5 '.- 0 " A D A A C C E S S F R O M P U B L I C S I D E W A L K E X I S T I N G I R R I G A T I O N D I T C H A201 4 R 2 5 ' - 0 "R 3 7 ' - 0 " R 21' - 9 57/256" R 3 3' - 9 5 7/2 5 6" STARBUCKS 2,493 SQ. FT. PATIO 425 SQ. FT. 46 17 37 37 22 22 22 17 17 17 35 10 10 3 22 22 22 22 22 42 42 41 47 47 47 45 13 13 13 30 15 16 12 12 12 TYP. 9'-2" 9'-2" 8'-0" 9'-2" TYP. 9'-2" TYP. 9'-2" 5 6 43 48 48 4 4 44 7 10 8 10 9 10 44 39 24 23 26 25 21 21 21 1818 18 18 18 2 1 1 1 19 28 28 AS503 1 3 2 '-1 0 1 /8 " R 3 7' - 0" R 25' - 0" A A6018 A601 5 14 14 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 5 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 1 0 1 OV E R A L L AR C H I T E C T U R A L S I T E PL A N 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1" = 10'-0"AS101 OVERALL ARCHITECTURAL SITE PLAN1 1. PROPERTY LINE 2. PROPOSED BUILDING 3. NEW TRASH ENCLOSURE, SEE SHEETS AS503 & AS504 4. TWO SIDED ILLUMINATED DIRECTIONAL SIGN. SEE DETAIL 6/AS501 5. "THANK YOU / DO NOT ENTER" SIGN. SEE DETAIL 5/AS501 6. HEIGHT CLEARANCE BAR. SEE DETAIL 2/AS501 7. PRE-ORDER MENU BOARD SEE DETAIL 3 & 4/AS501. 8. DIGITAL ORDER SCREEN WITH CANOPY. SEE DETAIL 9/AS501 9. NEW 5-PANEL MENU BOARD FOOTING. SEE DETAIL 10/AS501 10. NEW BOLLARD. SEE DETAIL 7 & 8/AS501 11. NOT USED 12. CURB RAMP. SEE CIVIL DRAWINGS 13. METAL AWNING 14. METAL TRELLIS 15. VAN ACCESSIBLE PARKING STALL, PAINT STRIPING YELLOW 16. ADA ACCESS AISLE 17. STANDARD PARKING, TYP. PAINT STRIPING YELLOW 18. CONCRETE SIDEWALK, SEE CIVIL FOR SLOPE. 19. DRIVE-THRU WINDOW, SEE DETAILS 1/AS501 20. LIGHT POLE, SEE ELECTRICAL DRAWINGS 21. NEW 6" CURB, SEE CIVIL 22. LANDSCAPED AREA, SEE LANDSCAPE PLANS 23. PATIO SCREEN RAIL ELEMENT BETWEEN PATIO AND DRIVE THRU LANE -SEE DETAIL 15/AS501 24. ELECTRICAL METER LOCATION, SEE ELECTRICAL 25. BIKE RACK, VICTOR STANLEY TYPE BRCS-103. INSTALL PER MANUF. SPECS 26. CONCRETE PATIO SEATING AREA 27. FROST PROOF WALL HYDRANT -SEE PLUMBING DWGS. 28. ACCESSIBLE PARKING SIGN, SEE DETAIL 14/AS501 29. LOCKABLE, FREEZE PROOF HOSE BIB 30. WHEEL STOP 31. GAS METER, SEE MECHANICAL 32. NOT USED 33. NOT USED 34. POTENTIAL TRANSFORMER LOCATION, COORDINATE WITH POWER COMPANY 35. 6" THICK CONCRETE PAVING TO EXTEND 12 FT FROM FRONT EDGE OF ENCLOSURE TOWARDS HAULER ACCESS POINT. 36. WATER METER LOCATION, SEE MECHANICAL 37. WALKWAY STRIPING 38. NOT USED 39. WELCOME SIGN 40. NOT USED 41. EXIT WAYFINDING GRAPHIC ARROW, SEE DETAIL 13/AS501. 42. DOUBLE WAYFINDING GRAPHIC ARROW, SEE DETAIL 11/AS501. 43. WAYFINDING GRAPHIC ARROW -SINGLE, SEE DETAIL 12/AS501. 44. MONUMENT SIGN BY OTHERS 45. VEHICLE DETECTION LOOP BY OTHERS 46. ASPHALT PARKING LOT, SEE CIVIL 47. CONCRETE DRIVE THRU LANE, SEE CIVIL 48. EXPANSION JOINT AT CONCRETE DRIVE THRU LANE AND ASPHALT PARKING LOT, SEE CIVIL A. REFER TO EXTERIOR ELEVATIONS ON SHEET A200 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. B. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. C. SEE CIVIL DRAWINGS FOR SITE IMPROVEMENTS. REFER TO THIS SHEET FOR DRIVE-THRU MENU BOARDS, DIRECTIONAL SIGNAGE, AND SITE SIGNAGE. D. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES/ E. CURB RAMP REQUIREMENTS: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT STEEPER THAN 1:20. WHERE SIDES ARE PROVIDED AT THE CURB RAMPS, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. CURB RAMPS SHALL BE 36 INCHES MIN. IN WIDTH, EXCLUSIVE OF FLARED SIDES. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. SITE PLAN GENERAL NOTES SHEET NOTES n o r t REV. DATE DESCRIPTION SEE PLAN 1 4 " M A X I M U M 1 2 " M I N I M U M CONCRETE CURB CONCRETE INFILL AT WINDOW BUMP-OUT S E E P L A N 1' - 6" BOLLARD PLAN VIEW ELEVATION VIEW NON-ILLUMINATED BOLLARD 3 ' - 0 " INTERIOR FINISH GRADE EXTERIOR FINISH GRADE AIR CURTAIN SLIDE WINDOW PER PLAN DETECTOR LOOP EDGE CENTERED ON SPEAKER POST 2" BELOW FINAL GRADE IN CONDUIT OR SAW CUT. ROUTE (1) CONDUIT TO DRIVE THRU POS AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). VERIFY NO METAL IN SLAP WITHIN 3" OF LOOP SIDE WINDOW PER PLAN WINDOW PER PLAN CE N T E R L I N E BU M P - O U T 1' - 0" SIGN 14106 WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS (1) CONDUIT ROUTE TO SIGNAGE POWER OUTLINE OF MENU BOARD 14120 CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS EDGE OF CONCRETE CURB 20'-0" TO CENTERLINE OF ORDER POINT 4 ' - 6 " 3 ' - 0 " 30° CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14120 WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE SIGN 14091 WITH BASE AND PLATE COVER (BY STARBUCKS) CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14091 WITH BASE AND PLATE COVER (BY STARBUCKS) CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 3 ' - 1 0 " 1 1 /2 " 2' - 1"2' - 1" 3 ' - 1 0 " 1 1 /2 " 1 1 /2 " 3 ' - 1 0 " 2' - 2" CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS FINISH GRADE SIGN 14327 WITH BASE AND PLATE COVER (STARBUCKS) S E E S T R U C T U R A L D R A W I N G S D R A W I N G S S E E S T R U C T U R A L 2 ' - 6 " CONCRETE DOME 6" ROUND STEEL PIPE PAINTED, COLOR PER OWNER SEALANT FINISH PAVING SURFACE CONCRETE FILLED 1 1 /2 " 2 ' - 1 0 " 5" NON-ILLUMINATED BOLLARD 14103 FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 2' - 6"4' - 0"7' - 3"20° 36" X 36" MIN. CLEAR AREA FOR CONTROL BOX (2) CONDUIT FROM CONTROL BOX, ROUTE TO DRIVE THRU WINDOW (1) CONDUIT FROM CONTROL BOX, ROUTE TO ELECTRICAL PANEL (1) CONDUIT, STUBUP BETWEEN CANOPY MESH AND BACKSIDE OF DOS FOR CANOPY UPLIGHT, ROUTE TO SIGNAGE POWER OUTLINE OF DIGITAL ORDER SCREEN CONTROL BOX ON CONCRETE FOOTING NON-ILLUMINATED BOLLARD 1 ' - 0 " 16' - 4" MINIMUM CLEAR AREA 2 ' - 1 1 " C L E A R 1 ' - 0 " M I N . OUTLINE OF MENU BOARD CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS (1) CONDUIT, ROUTE TO ELECTRICAL PANEL C L E A R A R E A 4 ' - 3 " M I N . CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS OUTLINE OF DIGITAL ORDER SCREEN EDGE OF CONCRETE CURB CONDUIT TO CONTROL BOX DETECTOR LOOP EDGE CENTERED ON SPEAKER POST 2" BELOW FINAL GRADE IN CONDUIT OR SAWCUT. VERIFY NO METAL IN SLAB WITHIN 36" OF LOOP. CANOPY ABOVE 1 ' - 1 1 " 1 1 /2 " FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS SIGN 14119 WITH BASE AND PLATE COVER (BY STARBUCKS) 5 ' - 7 " 9' - 0" 1' - 6"1' - 6" 1 ' - 4 " 1 ' - 4 " 1 ' - 4 " 1 ' - 4 " 4 2 ° OPTIONAL SEAM WHITE: 14324 GREEN: 14323 OPTIONAL SEAM 1' - 6"1' - 6" 1 ' - 4 " 1 ' - 4 " 4 2 ° 14101 1 ' - 0 " 3 " 2 ' - 0 " 2 ' - 0 " 5' - 0" 2' - 3"2' - 3" 4 2 ° 14095 VAN ACCESSIBLE ROUND ALL CORNERS 8"X9" HI. 22 GA ENAMELED STEEL SIGN W/WHITE IMAGE ON BLUE BACKGROUND 2 3/8" DIA. GALVANIZED STEEL PIPE SET IN CONCRETE FOOTING 12" SQ. CONCRETE FOOTING TOP OF SIDEWALK CAP (2) GALV. THRU BOLTS SECTION 60 " 24 " 1 1 / 2 " 2" PARKING PERMIT REQUIRED $100.00 VIOLATION FINE 5'-0" MAX POST SPAN 3 " O .C . T Y P . TOP RAIL BOTTOM RAIL 3 1 /2 " FINISHED FLOOR 3/4" SQUARE SPREADER PICKET 1/8" SS CABLE A A SECTION A-A 3/8" SS WEDGE ANCHOR THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 6 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 1 SI T E D E T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/4" = 1'-0"AS501 DRIVE THRU WINDOW BUMP-OUT1 SCALE:1/2" = 1'-0"AS501 DTE - CLEARANCE BAR2 SCALE:1/2" = 1'-0"AS501 DTE - PRE-MENU 30 DEG3 SCALE:1/2" = 1'-0"AS501 DTE - PRE-MENU FREESTANDING4 SCALE:1/2" = 1'-0"AS501 DTE - THANK YOU/DO NOT ENTER SIGN5 SCALE:1/2" = 1'-0"AS501 DTE - DIRECTIONAL SIGN - ENTRY6 SCALE:3/4" = 1'-0"AS501 SITE - BOLLARD DETAIL7 SCALE:3/4" = 1'-0"AS501 DTE - NON-ILLUMINATED BOLLARD8 SCALE:1/2" = 1'-0"AS501 5 PANEL 20 DEG DT MENU BOARD, ORDER SCREEN WITH CANOPY10 SCALE:1/2" = 1'-0"AS501 DTE - MENU 5 PANEL FREESTANDING9 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - DOUBLE12 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - SINGLE11 SCALE:3/4" = 1'-0"AS501 DTE - WAYFINDING GRAPHIC ARROW - EXIT13 SCALE:1" = 1'-0"AS501 ACCESSIBLE PARKING SIGN14 SCALE:1/2" = 1'-0"AS501 PATIO RAILING15 REV. DATE DESCRIPTION 1 ' - 0 " 8 ' - 8 " 8 ' - 8 " 1 ' - 0 " LIGHT FIXTURE POLE. MOUNT TO TOP OF ENCLOSURE WALL WITH MASONRY FASTENER 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM 8" CMU BLOCK WALL CONTINUOUS CONCRETE FOOTING, SEE STRUCTURAL 6" HIGH WHEEL STOP CONTINOUS ON 3 SIDES 6" THICK CONCRETE SLAB 6" STEEL POST, FASTEN TO FOOTING BELOW PROVIDE LOCKABLE, FREEZE PROOF HOSE BIB 6" THICK CONCRETE APRON PER CIVIL DETAILS 6" STEEL BOLLARD, SEE DETAIL 4/AS504 GATE SWING MIN 115° AND MAX 120° 8" 1' - 6" 12' - 0" 8 " 8 ' - 2 " 8 " 8" 8 ' - 2 " 1 8 ' - 0 " C L E A R 10' - 2" 9' - 0" CLEAR 1/4" SLOPE LED LIGHT FIXTURE 1 9 ' - 4 " AS504 2 1 AS504 2 0 ' - 0 " 10' - 10" 3" GALVANIZED N-DECKING SOLAR PANEL: MOUNT TO ROOF AND SEAL ALL ROOF PENETRATIONS. GC TO POSITION TO ENSURE MAX. SOLAR GAIN RUN CABLE FROM SOLAR PANEL TO UNDERSIDE OF LID FOR WALL MOUNTED LED LIGHT FIXTURE BELOW 24 GA. METAL GUTTER (BELOW) 7 AS504 7 AS504 6 AS504 FINISH GRADE 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM D R A W I N G S S E E S T R U C T U R A L 7 ' - 6 " 2 ' - 0 " 1 ' - 0 " METAL ROOF; FINISH TO MATCH BUILDING CANOPY 2" CMU CAP 8" CMU BLOCK WALL BOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS SOLAR LIGHT FIXTURE; POLE MOUNT ON TOP OF ENCLOSURE WALL GALVANIZED LOCKABLE SLIDE BOLT 1 1 ' - 0 " BOLLARD; PAINT TO MATCH CMU WALL (2) HEAVY DUTY CANE BOLTS SEE DETAIL 3/AS504 FINISH GRADE CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS BOLLARD FOOTINGBOLLARD FOOTING CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS BOLLARD; PAINT TO MATCH CMU WALL 8" CMU BLOCK WALL GALVANIZED LOCKABLE SLIDE BOLT 2" CMU WAP 1 ' - 0 " 2 ' - 0 " 7 ' - 6 " CORRUGATED METAL DOORS, FINISH TO MATCH BUILDING CANOPY 6" GALVANIZED STEEL TUB; TOP SEAL AND PAINT TO MATCH DOORS 6" GALVANIZED STEEL TUB; TOP SEAL AND PAINT TO MATCH DOORS METAL ROOF; FINISH TO MATCH BUILDING CANOPY CONCRETE FOOTING, SEE STRUCTURAL 4X4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM METAL ROOF, FINISH TO MATCH BUILDING CANOPY D R A W I N G S S E E S T R U C T U R A L 7 ' - 6 " 2 ' - 0 " 1 ' - 0 " 2" CMU CAP FINISH GRADE 1 ' - 0 " 2 ' - 0 " 7 ' - 6 " D R A W I N G S S E E S T R U C T U R A L BOLLARD FOOTING BOLLARD; PAINT TO MATCH CMU WALL 8" CMU BLOCK WALL 2" CMU CAP METAL ROOF FINISH TO MATCH BUILDING CANOPY FINISH GRADE THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 6 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 3 TR A S H E N C L O S U R E 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - FLOOR PLAN1 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - ROOF PLAN2 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - LEFT ELEVATION3 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - FRONT ELEVATION4 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - REAR ELEVATION5 SCALE:1/2" = 1'-0"AS503 TRASH ENCLOSURE - RIGHT ELEVATION6 REV. DATE DESCRIPTION S E E S T R U C T U R A L D R A W I N G S FINISH GRADE THICKENED EDGE OF SLAB 6 " 6" SLAB ON GRADE, SEE STRUCTURAL ELASTOMERIC SEALANT WHEELSTOP CURB6" CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS 8" CMU WALL, GROUT SOLID. REINFORCE AND TIE INTO FOOTING/SLAB PER STRUCTURAL 4" ALIGN 1" STEEL CHANNEL FRAME, MITER AND WELD CORNERS GALVANIZED HEAVY DUTY GATE HINGE GATE IN OPEN SWIGN POSITION (115° MIN, 120° MAX) 8" CMU WALL 6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTING, SEE STRUCTURAL. PAINT TO MATCH DOORS CORRUGATE METAL PANEL. FINISH TO MATCH BUILDING CANOPY PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELS 1 0 " 1 ' - 8 " 6 " PROVIDE HOLES AT CONCRETE FOR BOTH FULLY OPEN AND CLOSED POSITIONS WEEP HOLES CORRUGATED METAL PANEL SET IN STEEL CHANNEL FRAME BAR CANE BOLT 1 1/2" ANGLE WELDED TO STEEL FRAME GATE TO SWING OPEN MIN. 115° , MAX. 120° 3 ' - 6 " S E E S T R U C T U R A L D R A W I N G S PAVING OR CONCRETE SLAB EXPANSION JOINT (SEAL) CONCRETE FOOTING, SEE STRUCTURAL 6" STEEL PIPE, FILL WITH CONCRETE 6" FIELD HELM FASTEN ROOF TO STRUCTURE BELOW FASCIA FINISH TO MATCH BUILDING FIELD HELM DRIP EDGE ROOF FLASHING AT HIGH POINT FASTENER 3" GALVANIZED N-DECKING 1/4" SLOPE P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL FASTENER STEEL POST CONTINUOUS CLEAT 6" 1 ' - 0 " 3" GLAVANIZED N-DECKING MODIFIED J-CHANNEL P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL FASTENER STEEL POST FASTEN ROOF TO STRUCTURE BELOW SET IN CONTINUOUS SEALANT RAKE FLASHING FINISH TO MATCH BUILDING FIELD HEM DRIP EDGE CONTINUOUS CLEAT 1 ' - 0 " 2 ' - 0 " 6" GUTTER STRAPS @ 24" O.C. 1/4" ROOF SLOPE 3" DEEP X 20 GA GALVANIZED N-DECKING MECHANICALLY FASTEN ROOF TO STRUCTURE BELOW P.T. 2X BLOCKING 4" HSS AROUND PERIMETER, SEE STRUCTURAL 4" HSS POST CENTERED ON ALL CORNERS, SEE STRUCTURAL SEE STRUCTURAL FOR POST TO WALL CONNECTION NON-SHRINK GROUT 2" CONCRETE CAP. SLOPE TO PROVIDE DRAINAGE GROUT CELLS SOLID FOR POST CONNECTION, SEE STRUCTURAL 8" CMU WALL 4" X 4" DOWNSPOUT, DIRECT CONNECT TO SITE DRAINAGE SYSTEM DRIP EDGE 24 GA METAL GUTTER THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 22 8 0 E 1 4 t h N . Am m o n , I D 8 3 4 0 1 6/ 7 / 2 0 2 3 1 0 : 5 6 : 4 6 A M C: \ U s e r s \ j v a n n o o r d \ D o c u m e n t s \ S t a r b u c k s R e x b u r g I d a h o v 2 2 _ j v a n n o o r d . r v t AS 5 0 4 TR A S H E N C L O S U R E DE T A I L S 22 -12 7 Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 06.12.2023 PERMIT SET SCALE:1" = 1'-0"AS504 TYPICAL CMU WALL FOOTING1 SCALE:3" = 1'-0"AS504 GATE HINGE DETAIL2 SCALE:1 1/2" = 1'-0"AS504 SECTION AT CANE BOLT3 SCALE:1" = 1'-0"AS504 TRASH ENCLOSURE BOLLARD4 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT FASCIA5 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT RAKE6 SCALE:1 1/2" = 1'-0"AS504 ROOF SECTION AT GUTTER7 REV. DATE DESCRIPTION STRUCTURAL GENERAL NOTES A. GENERAL 1. The contractor shall verify all dimensions prior to starting construction. The architect shall be notified of any discrepancies or inconsistencies. 2. Dimensions shall take precedence over scale shown on drawings. 3. Notes and details on drawings shall take precedence over general notes and typical notes. 4. All work shall conform to the minimum standards of the following code. The 2018 edition of the International Building Code, and any other regulating agencies which have authority over any portion of the work, and those codes and standards listed in these notes and specifications. 5. See architectural drawings for the following: • Size and location of all door and window openings, except as noted. • Size and location of all interior and exterior nonbearing partitions. • Size and location of all concrete curbs, floor drains, slopes, depressed areas, changes in level, chamfers, grooves, inserts, etc. • Size and location of floor and roof openings except as shown • Floor and roof finishes • Stair framing and details (except as shown) 6. See mechanical, plumbing, and electrical drawings for the following: • Pipe runs, sleeves, hangers, trenches, wall and slab openings, etc. Except as shown or noted. • Electrical conduit runs, boxes, outlets in walls and slabs. • Concrete inserts for electrical, mechanical or plumbing fixtures. • Size and location of machine or equipment bases, anchor bolts for mounts. 7. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measure shall include, but not be limited to, bracing, shoring for loads due to construction equipment, etc. Observation visits to the site by the structural engineer shall not include inspection of the above structural members. 8. Openings, pockets, etc. larger than 6 inches shall not be placed in slabs, decks, beams, joists, columns, walls, etc. unless specifically detailed on the structural drawings. Notify the structural engineer when drawings by others show openings, pockets, etc. not shown on the structural drawings, but which are located on structural members. 9. ASTM specifications noted shall be the latest revision. 10. Contractor shall investigate site during clearing and earthwork operations for filled excavations or buried structures such as cesspools, cisterns, foundations, etc. If any such structures are found, the structural engineer shall be notified immediately 11. Construction materials shall be spread out if placed on floors or roof. Load shall not exceed the design live load per square foot. Provide adequate shoring and/or bracing where structure has not attained design strength. 12. Design Loads: Roof: • 23 psf DEAD • 20 psf LIVE • 35 psf SNOW (Pg= 50 psf) Wind: • Velocity 105 mph (3 sec. Gust) • Exposure "C" • Risk Category = II Seismic: 1. Importance Factor: I = 1.0 2. SS = 0.438 S1 = 0.155 3. Site Class: "D" 4. SDS = 0.423 SD1 = 0.237 5. Seismic Design Category "C" 6. Seismic Force Resisting System: Timber roof & floor diaphragms with wood shear walls. 7. Base Shear: V = 5 kips 8. CS = 0.045 9. R = 6.5 10. Analysis Procedure: Equivalent lateral force method. 11. Risk Category: "II" B. FOUNDATION 1. Footings are designed based on an allowable soil pressure of 3000 PSF per the project soils report. Footings and foundations have been designed in accordance with the soils report prepared by: Company ROCKSMITH ENGINEERING, PLLC Job Number 22015 Date AUGUST 9th, 2022 2. Contractor shall provide for proper de-watering of excavations from surface water, ground water, seepage, etc. 3. Footings shall be placed according to depths shown on the drawings. 4. Footing back fill and utility trench back fill within building area shall be mechanically compacted in layers. Flooding will not be permitted. 5. All abandoned footings, utilities, etc. that interfere with new construction shall be removed. 6. The soil under perimeter beams and slabs shall be above optimum moisture as described in the referenced geotechnical report prior to concrete placement and shall be verified by the soils engineer. 7. Holdown anchor bolts shall meet the requirements of detail 1/SD-1. 8. All 1/2" Ø anchor bolts may be replaced with ICC approved 1/2"Ø Titen HD screws or 1/2"Ø all thread rod in 5/8" Ø hole with 4" embed using Simpson SET-XP epoxy at the spacing indicated below. C. CONCRETE 1. All phases of work pertaining to the concrete construction shall conform to the "Building Code Requirements for Reinforced Concrete" (ACI 318 latest approved edition) with modifications as noted in the drawings and specifications. 2. Reinforced concrete design is by the "Ultimate Strength Design Method", ACI 318-(latest edition) 3. Schedule of structural concrete 28-day strengths and types: Location in structure Strength PSI Type Air Content Slabs on Grade 3,000 Hard rock n/a Footings / Foundation 3,500 Hard rock 5% Design based on 2500 PSI, 28-day strength, special inspection is not required. 4. Concrete mix design shall be submitted to the engineer for approval with the following requirements: a. Compressive strength at age 28 days as specified above. b. Large aggregate-hardrock, ¾" maximum size conforming to ASTM C-33 c. Cement-ASTM C-150, Type I or II Portland cement d. Maximum slump 5-inches, max water cement ratio: 0.50 5. No admixtures, except for entrained air, Hycrete or equivalent waterproofing admixture at the parking level slab, and as approved by the engineer. 6. Concrete mixing operations, etc. shall conform to ASTM C-94 7. Placement of concrete shall conform to ACI standard 514 and project specifications. 8. Clear coverage of concrete over outer reinforcing bars shall be as follows: Concrete poured directly against earth -3 inches clear, structural slabs -3/4 inches clear (top and bottom), formed concrete with earth back fill -2 inches clear. 9. All reinforcing bars, anchor bolts and other concrete inserts shall be well secured in position prior to placing concrete. 10. Provide sleeves for plumbing and electrical openings in concrete before placing. Do not cut any reinforcing that may conflict. Coring in concrete is not permitted except as shown. Notify the structural engineer in advance of conditions not shown on the drawings. 11. Conduit or pipe size (O.D.) shall not exceed 30% of slab thickness and shall be placed between the top and bottom reinforcing, unless specifically detailed otherwise. Concentrations of conduits or pipes shall be avoided except where detailed openings are provided. 12. Modulus of elasticity of concrete, when tested in accordance with ASTM C-460, shall be at least the value given by the equations in section (19.2.2.1) 8.5.1 of ACI 318 for the specified 28-day strength. 13. Shrinkage of concrete, when tested in accordance with ASTM C-157, shall not exceed 0.00040 inches/inch. D. REINFORCING STEEL 1. Reinforcing bars shall conform to the requirements of ASTM A-615 grade 60. 2. All reinforcing bar bends shall be made cold 3. Minimum lap of welded wire fabric shall be 6 inches or one full mesh and one half, which ever is greater. 4. All bars shall be marked so their identification can be made when the final in-place inspection is made. 5. Rebar splices are to be: Class "B" 6. Reinforcing splices shall be made only where indicated on the drawings. 7. Dowels between footings and walls or columns shall be the same grade, size and spacing or number as the vertical reinforcing, respectively. 8. Refer to Lap and Hook schedules for lap and hook indicated in Detail 5/SD-1 and 6/SD-1, respectively. E. WOOD 1. Framing Lumber: A. 2x4,and 2x6 studs: Douglas fir stud grade, U.N.O. B. 2x and 4x framing: Douglas fir larch No. 2 grade (except 2X4 and 2X6) C. 6x framing: Douglas fir larch No. 1 grade 2. Bolt holes shall be 1/16" maximum larger than the bolt size. Re-tighten all nuts prior to closing in. 3. Standard cut washers shall be used under all sill plate anchor bolts, U.N.O. at shear walls. See the Shear Wall Schedule on sheet S1.1 for anchor bolt spacing and washer requirements at shear walls. 4. All sills or plates resting on concrete or masonry shall be pressure treated Douglas Fir. Bolts shall be placed 9 inches from the end of a plate, or from a notch greater than ½ the width of the plate, and spaced at intervals noted. 5. Do not notch joists, rafters or beams except where shown in details. Obtain engineer's approval for any holes or notches not detailed. Holes through sills, plates, studs and double plates in interior, bearing and shear walls shall conform with detail 11/S1.1. 6. Connection hardware shall be by USP or Simpson Strong-Tie, or ICC approved equal. 7. Fastening schedule per 2018 edition of the International Building Code, table No. 2304.10.1. Unless noted otherwise. 8. All nails, bolts, holdowns, straps or other steel fasteners in contact with pressure treated timber shall be hot-dipped galvanized, stainless steel or otherwise treated or isolated to prevent chemical attack. Contractor shall verify treatment method and confirm appropriate corrosion resistance is provided in accordance with hardware supplier recommendations. 9. Sawn lumber is to comply with DOC PS 20. 10. Wood structural panels to conform to the requirements for their type in DOC PS1, PS2, or ANSI/APA PRP210. F. PREFABRICATED WOOD TRUSSES 1. Prefabricated wood roof trusses shall be as designed by the truss manufacturer. Bridging size and spacing by truss manufacturer unless noted otherwise. Contractor shall submit shop drawings, erection drawings and design calculations sealed by an engineer, registered in the state of Idaho, for review prior to manufacture. Calculations and shop drawings shall show any special details required at bearing points. All connectors shall be Simpson or equivalent with current ICC approval. 2. Truss manufacturer to design trusses for lateral load (LAT. = xxxx) in pounds, as shown on plans. Lateral loads are ASD level loads. 3. Additional trusses shall be supplied as required to support mechanical equipment. 4. All truss-to-truss and truss-to-beam connectors per truss manufacturer. 5. Wood truss design to be a deferred submittal item. Truss package to be submitted to the Building Official prior to installation. G. GLUE LAMINATED BEAMS (GLB) 1. Glue laminated beams shall be 24F-V4 (cantilevers and continuous beams shall be 24F-V8) and have the following minimum properties: fb=2400 psi, Fv=265 psi, Fc (perpendicular)=650 psi, E=1,800,000 psi. All beams shall be fabricated using waterproof glue. Fabrication and handling per latest AITC and WCCA standards. Beams to bear grade stamp and AITC stamp and certificate. Moisture content shall be limited to 12% or less. H. LAMINATED VENEER LUMBER (LVL) 1. Laminated veneer lumber to have: Fb=2600 psi, Fv=285 psi, E=1.9x10^6psi 2. Double & triple LVL beams shall be nailed together as follows: Provide (2) rows of 16d sinkers at 12" O.C. for beams < 11 7/8" deep Provide (3) rows of 16d sinkers at 12" O.C. for beams > 11 7/8" deep 3. Beams w/ (4) or more plies shall be bolted together as indicated in the manufacturer's written specifications. J. WOOD STRUCTURAL PANELS 1. All wood structural panels shall be plywood or APA rated oriented strand board. Panels shall bear the stamp of an approved agency. Panels shall be of the span/index rating shown on the plans. Fastening shall be indicated on the plans. 2. All plywood shall be C-D interior sheathing with exterior glue. Plywood shall be 4-ply, minimum. K. SHOP DRAWINGS 1. Shop drawings shall be submitted for all structural items in addition to items required by architectural specifications. 2. The contractor shall review all shop drawings prior to submittal. Items not in accordance with contract drawings shall be flagged for review. 3. Verify all dimensions with architect. 4. Any changes, substitutions, or deviations from original contract drawings shall be redlined or flagged by submitting parties, shall be considered approved after engineers review, unless noted otherwise. 5. The engineer has the right to approve or disapprove any changes to the original drawings at anytime before or after shop drawings review. 6. The shop drawings do not replace the original contract drawings. Items omitted or shown incorrectly and are not flagged by the structural engineer or architect are not to be considered changes to the original contract drawings. 7. The adequacy of engineering designs and layout performed by the others rests with the designing or submitting authority. 8. Reviewing is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility for corrections shall rest with the contractor. M. SHEATHING 1.Roof sheathing: 15/32" wood structural panel: plywood or oriented strand board (O.S.B.) panel index = 32/16, unblocked, nail with 8d common nails at 6" O.C. at all boundaries and supported edges, 12" O.C. field. Minimum penetration 1" in supporting member (NER 272). 2.Floor sheathing: 3/4" (min.) wood structural panel: plywood or oriented strand board (O.S.B.) T & G, panel index = 48/24, unblocked, nail with 10d common nails at 6" O.C. at all boundaries and supported edges, 12" O.C. field. 3.Shear wall sheathing: Sheathing for shear walls shall be as indicated on the shear wall plans and schedules. Sheathing at shear walls may be installed with panels horizontal or vertical. All shear wall panels shall have minimum wood structural panel span rating of 24/0 or "Wall-16." N. STRUCTURAL STEEL 1. Hot-rolled structural steel shapes & plates shall be per ASTM A36 with the following exception. All W-Flange shapes shall be per ASTM A992. 2. Structural steel pipe shall be per ASTM A53 grade B, Tube steel per ASTM A500 Grade B. 3. Nuts & bolts in structural steel connections shall be per ASTM 325N, with hardened washers. Design is based upon bearing type connections with thread not excluded, therefore, no special inspection required, U.N.O. in note P below. 4. Anchor bolts shall be per ASTM A307 and F1554, U.N.O. 5. Welds shall be by E70XX, low hydrogen electrodes, all welding shall be performed in a shop approved by the building official. 6. Grout material for base plates shall be non-metallic, non-shrink, pre-packaged grout conforming to ASTM C 1107. P. SPECIAL INSPECTION / QUALITY ASSURANCE PLAN 1. The seismic lateral load resisting system consists of timber floor and roof diaphragms with wood shear walls and premanufactured shear walls. 2. Special inspections A. Special inspections shall be required for the following items and those shown in the inspection tables: • All field welding • All post-installed anchorage to concrete (periodic) • When required by the local building department: All timber elements of the lateral force resisting system components B. The owners shall employ special inspectors who shall provide additional inspections during construction in accordance with IBC section 17. C. All special inspections shall be performed by an independent certified inspector from an established testing agency, licensed and approved by the building department. D. The testing agency shall send copies of all structural testing and inspection reports directly to Vector Structural Engineering and all interested parties. 3. Structural testing is not required. 4. All reports shall be distributed on a monthly basis to the engineer of record, owner, contractor, and to the building official. 5. No structural observation is required. However, the engineer of record reserves the right to make field observations during construction approximately once per week. R. DEFERRED SUBMITTALS 1. All deferred submittals shall be submitted to the Engineer of Record for review and approval prior to being submitted to the Building Department. Provide (2) Copies of each deferred submittal for the Architect and Engineer of Record to review prior to forwarding them to the Building department. With notation indicating submittal conforms to the design of the building. 2. Deferred submittals must be submitted to the Building Department within 90 days from the receipt of the building permit. 3. All calculations and shop drawings submitted for review must be stamped (sealed) by a licensed and registered professional engineer within the state or jurisdiction of the project construction. 4. The engineer(s) responsible for the design of the deferred submittal shall stamp (seal) and wet-sign those documents and calculations for which they are responsible. 5. Contractor shall review, coordinate and markup drawings prior to submitting them to the Architect/Engineer of record for review prior to installation or fabrication. 6. The following items may be deferred submittals: a. Manufactured wood roof trusses b. Concrete mix designs c. Steel shop and erection drawings d. Curtain Wall Design and Anchorage S. ICC APPROVAL SCHEDULE U. STEEL DECK NOTES 1. Steel deck shall conform to the latest edition of the American Iron and Steel Institute (AISI), specification for the design of cold-formed steel structural members and the Steel Deck Institute (SDI), design manual for composite decks, form decks, and roof decks. 2. Unless otherwise noted, decking shall be as follows: A. Roof Deck: Verco 18 gauge PLB Formlok deck (or approved equivalent) Deck to be attached per Detail 3/S4. 3. Permanent suspended loads shall not be supported from the steel roof deck. 4. Steel decks that form part of a panel system exposed to the environment shall be zinc coated in conformance with ASTM A 653, G60. All other decks which form part of a panel system within the envelope of the building, shall be zinc coated in conformance with ASTM A 653/A 653, G60. 5. During erection, any construction live loads shall be distributed to prevent damage to the previously installed deck components. Concentrated construction loads of 200 LBS or less distributed over a 1FT wide section of deck shall not require any further distribution. For concentrated construction loads over 200 LBS, working platforms shall be provided underneath the loads so that the resulting uniform construction load on the deck does not exceed 50 PSF. Damaged deck sections shall be removed and replaced. 6. Deck units must have a minimum of three supporting structural elements unless prior approval during the shop drawings review process is obtained. T. CONCRETE MASONRY UNITS (CMU) 1. Masonry units shall be grade N-II units, 2000 psi, conforming to the latest ASTM designation C-90 & in addition, the quality control standards of the Concrete Masonry Association of California & Nevada. (Design F'M = 1500 psi.) 2. Portland cement shall conform to ASTM designation C-150 & be as specified for concrete. 3. Mortar mix shall conform to the requirements of I.B.C. table 2103.7, type S, & project specifications. Mortar shall attain a compressive strength of 2000 psi at 28 days. 4. Grout shall conform to the requirements of section 2103 of I.B.C. for coarse grout. Use sufficient water for grout to flow into all joints of the masonry without segregation. Grout shall attain a compressive strength of 2000 psi at 28 days. 5. Provide a minimum of 1/2" grout between main reinforcing & masonry units. 6. Low lift construction, maximum grout pour height is 4 feet. 7. Cells shall be in vertical alignment. Dowels in footings shall be set to align with cores containing reinforcing steel. 8. Refer to architectural drawings for surface & height of units, laying pattern & joint type. 9. Special inspection is required for all CMU walls per I.B.C. section 1704. e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E DE S C R I P T I O N DW N : CH K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S1 Wells Holmes, P.E. ST R U C T U R A L G E N E R A L N O T E S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 ICC-ES ESR SCHEDULE A35 SIMPSON 2606 CS16 SIMPSON 2105 FHA18 SIMPSON 2105 GBC SIMPSON 2605 H1 SIMPSON 2613 H10 SIMPSON 2613 HDU2 SIMPSON 2230 JUS24-2 USP 3445 KST224 USP 3445 LSSH USP 3446 LSSU SIMPSON 2551 LTP4 SIMPSON 2606 LUS24-2 SIMPSON 2549 MP4F USP 3445 DUAL SPECIFICATION TABLE CS16 RS150 ST6224 KST224 A35 MPA1 LUS24-2 JUS24-2 H1 RT15 H10 RT16A LTP4 MP4F LSSU LSSH ANCHOR BOLT RETROFIT TABLE S1, S2, NON-SHEAR SAME AS 1.2" Ø A.B. S3 & S4 12" O.C. STRUCTURAL SHEET INDEX SHEET # SHEET NAME ORIGINAL REV # REV DATE S1 STRUCTURAL GENERAL NOTES ● S1.1 STANDARD DETAILS AND SCHEDULES ● S2 FOUNDATION & SHEAR WALL PLAN ● S3 ROOF FRAMING PLAN ● S4 TRASH ENCLOSURE PLANS ● S5 MISC. SITE ELEMENTS ● SD-1 STRUCTURAL DETAILS ● SD-2 STRUCTURAL DETAILS ● ABBREVIATIONS A.B. ANCHOR BOLT ADD'L ADDITIONAL ALG'D ALIGNED ARCH'L ARCHITECTURAL DRAWINGS BLDG BUILDING BLK BLOCK BLK'G BLOCKING BM BEAM BRG BEARING C.L. CENTERLINE CANT'L CANTILEVERED CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONSTR. CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DTL DETAIL EL ELEVATION EOR ENGINEER OF RECORD F.S FAR SIDE FND FOUNDATION FTG FOOTING GLB GLUE LAMINATED (BEAM) H.D. HOLD DOWN HDR HEADER HORIZ. HORIZONTAL LSL LAMINATED STAND LUMBER LVL LAMINATED VENEER LUMBER RELEASE DATE: MARCH 24th, 2023 ICC-ES ESR SCHEDULE MPA1 USP 3445 PHD USP 0200 RPS SIMPSON 2608 RS150 USP 3445 RT15 USP 3445 RT16A USP 3445 SDS SIMPSON 2236 SET-XP SIMPSON 2508 ST6224 SIMPSON 2105 STAD USP 2787 SW18x9 SIMPSON 1267 TITEN HD SIMPSON 2713 UPHD USP 0200 DUAL SPECIFICATION TABLE HDU2 PHD2A HDU4 PHD4A HDU5 PHD5A HDU8 PHD8A HDU11 UPHD11 STHD10 STAD10 STHD14 STAD14 ST1884 ABBREVIATIONS MECH'L MECHANICAL DRAWINGS MFR MANUFACTURED N.S. NEAR SIDE N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER o/ OVER OPP OPPOSITE OPT'L OPTIONAL OSB ORIENTED STRAND BOARD PL PLATE PSL PARALLEL STRAND LUMBER REQ'D REQUIRED SCH'D SCHEDULE SHT SHEET SHTH'G SHEATHING SIM SIMILAR STL STEEL SW STRONG-WALL T & B TOP & BOTTOM T & G TONGUE & GROOVE T.O.F. TOP OF FOOTING T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE u/ UNDER VERT. VERTICAL w/ WITH 06/19/2023 DBL 2x TOP PL SPLICE @ CENTERLINE OF STUD NOTE: WHERE SPLICE LENGTH IS LESS THAN 5'-0" INSTALL CMST12 STRAP AT PLATE SPLICES. STRAPS ARE NOT REQUIRED WHERE ONE OF THE PLATES IS CONTINUOUS FOR AT LEAST 5'-0" IN EACH DIRECTION. (TYPICAL AT EACH SIDE OF SPLICE) 5'-0" MIN. MIN. (18) SDS25300, U.N.O. MULTIPLE KING-STUDS, WHERE OCCURS PER PLAN 2x TRIMMER, ATTACH TRIMMERS TO KING- STUDS w/ 16d SINKERS @ 12" O.C. MULTIPLE TRIMMERS, WHERE OCCURS PER PLAN 2x KING-STUD, ATTACH KING STUDS w/ 16d SINKERS @ 12" O.C. HDR, SEE FRAMING PLAN (3) 16d SINKERS, KING STUD TO PL, U.N.O. REDWOOD OR PRESSURE TREATED DF SILL PL ANCHOR BOLTS PER FOUNDATION PLAN BEAM PER FRAMING PLAN STRAP PER PLAN (2) 2x TOP PL, U.N.O. 6" MAX. PLAN (2 ) 2 x 4 K . P O S T 2 x6 FLAT 2x R I D G E B M 2 x6 FLAT 2x4 AT 24" O.C. OVERFILL FOR SPANS < 4'-0" 2x6 AT 24" O.C. OVERFILL FOR SPANS > 4'-0" (2) 2x4 w/ LUS24-2 HGR EACH END 2x6 RIDGE BEAM FOR 2x4 OVERFILL 2x8 RIDGE BEAM FOR 2x6 OVERFILL (2) 2x4 KING POST PROVIDE (2) 2x4 INTERMEDIATE SUPPORT TO MAIN ROOF FOR OVERFILL SPANS > 8'-0" MAIN ROOF BOUNDARY NAILING 2x6 FLAT w/ (2) 8d NAILS @ 16" O.C. TO ROOF DECK. NAIL EACH OVERFILL RAFTER TO 2x6 FLAT w/ (3) 16d SINKER TOENAILS. BOUNDARY NAILING 16d SINKERS @ 8" O.C. MFR BLOCKING PANEL w/ GANG NAIL PL CONNECTIONS SEE SHEAR TRANSFER DTL FOR ADDITIONAL REQUIREMENTS 3/8" STRUCTURAL WOOD PANEL, PLYWOOD OR OSB, NAIL TO FRAMING o/ SHEAR WALLS PER THE SHEAR WALL SCHEDULE, OTHERWISE ATTACH w/ 8d @ 6" O.C., ALL SIDES. SILL PLATE o/ SHEAR WALLS SHALL BE ATTACHED PER SHEAR TRANSFER DTL CONNECTION SCHEDULE, OTHERWISE ATTACH w/ 16d SINKERS @ 8" O.C. 2x4 TOP, BOTTOM, & SIDES 2x4 FLAT BLK'G @ PANEL EDGES 2x4 SILL PLATE 2x4 SILL PLATE 2x6 SILL PLATE 2x6 SILL PLATE 3"x3" STL PLATE WASHER PER PLAN SHEAR WALL SHTH'GSHEAR WALL SHTH'G 4-1/2"x3" STL PLATE WASHER PER PLAN SHEAR WALL SHTH'G 3"x3" STL PLATE WASHER PER PLAN SHEAR WALL SHTH'G 3"x3" STL PLATE WASHER PER PLAN (@ DOUBLE-SIDED SHEAR WALL)(@ DOUBLE-SIDED SHEAR WALL) M A X . 1/ 2 " 1.ALL SHEAR WALLS SHALL BE FRAMED TO THE MINIMUM LENGTHS SHOWN ON THE PLANS WITH THE TOLERANCES INDICATED ON THE TABLE ABOVE, UNLESS A MINIMUM WALL LENGTH IS SHOWN ON THE PLANS. 2.ALL SHEAR WALLS SHALL TERMINATE ON AT LEAST (1) FULL HEIGHT STUD. ADDITIONAL STUDS OR SOLID POSTS SHALL BE INSTALLED AS REQUIRED FOR HOLDOWNS WHERE THEY OCCUR. 3.8d COMMON NAIL SHANK DIAMETER = 0.131", 16d SINKER SHANK DIAMETER = 0.148". 4.FOR "P3", "P4", & "P5" SHEAR WALLS, ALL FRAMING RECEIVING EDGE NAILING FROM ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. AS AN ALTERNATE, (2) 2x STUDS MAY BE USED PROVIDED THEY ARE NAILED TOGETHER w/ (2) 16d SINKERS @ 6" O.C. FULL HEIGHT. 5.FOR "P2", "P3", "P4", & "P5" DOUBLE-SIDED SHEAR WALLS, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3-INCH NOMINAL OR WIDER AT ADJOINING PANEL EDGES AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6.ALL ANCHOR BOLTS SHALL HAVE 7" MINIMUM EMBEDMENT. 7.ALL SHEAR WALL ANCHOR BOLTS SHALL INCLUDE A STEEL 3"x3"x0.229" PLATE WASHER BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 3/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. ANCHOR BOLTS & PLATE WASHERS ARE TO BE OFFSET TOWARD THE SHEATHED WALL EDGE TO LIMIT THE GAP BETWEEN THE EDGE OF WASHER TO SHEATHING TO A MINIMUM OF 1/2". WHERE BOTH SIDES OF A 2x6 WALL ARE SHEATHED, A STEEL 4-1/2"x3"x0.229" PLATE WASHER SHALL BE CENTERED ON THE SILL PLATE, PER DTL 2 / S1.1. NOTES: 1. FOR STEEL BEAMS CARRYING FLOOR TRUSSES, PROVIDE TIMBER FILLER PER DTL BELOW. 2. ALTERNATE HANGERS MAY BE USED AT THE CONTRACTOR'S OPTION. SUBMIT TO ENGINEER OF RECORD FOR APPROVAL. 3. HANGERS APPLICABLE FOR TIMBER BEAMS. STL BM PER PLAN w/ TIMBER FILLER. BOLT FILLER TO BM w/ (2) 3/4" A 307 BOLTS @ 24" O.C., PROVIDE FILLER @ FACE w/ HANGERS ONLY ROOF TRUSS PER PLAN WHERE OCCURS NAILER & FILLER AS SHOWN IN DTLS FLR TRUSSES PER PLAN, WHERE OCCURS HGR PER TABLE ABV, NAIL @ ALL HOLES TYPICAL STEEL BEAM ALG'D POST TOP PL MFR GIRDER TRUSS TYPICAL LGT2 INSTALLATION NOTES: 1. INSTALL CS16 STRAPS TO 2x STUDS ABOVE AND BELOW FLOOR FRAMING. NAIL EACH END w/ (11) 10d NAILS. (STRAP LENGTH = 48"). 2. WHERE UPLIFT OCCURS ABOVE HDR OR BM, INSTALL STRAP PER SCHEDULE AT EACH TRIMMER OR POST 3. FLOOR TO FLOOR STRAPS REQ'D ALIGNED WITH ROOF TRUSS ABOVE TYPICAL CS16 ADD 2x6 BLK'G 14 " M I N . ALIG'D POST BOTTOM CHORD OF TRUSS TOP PL 14 " M I N . O R T O TO P C H O R D NOTES: 1. TIE-DOWN CAPACITIES ARE BASED ON SPRUCE PINE FIR 2. TRUSS UPLIFT OF LESS THAN 200lbs: TIE-DOWN NOT REQ'D 3. SEE TYPICAL HOLDOWN ANCHORAGE DETAIL FOR HDU HOLDOWN INSTALLATION FDN SOLE PL TOP PL, RAKED WHERE OCCURS ST U D H E I G H T ELEVATION VIEW SHEAR WALL OPENING SHEAR WALL MATERIAL CS16 STRAP o/ WALL SHEATHING o/ 2x BLK'G w/ 8d @ 3" O.C., TYP. (STRAP REQ'D ABOVE OPENING ONLY AT DOOR) TO SHEAR WALL ENDS EXTEND STRAPS 4'-0" BEYOND OPENING OR TYPE A MFR TRUSS 16d SINKERS @ 4" O.C. BLK'G PANEL SIDE TO TRUSS VERT., FOR MFR'S BLK'G PANEL PROVIDE A35 @ 6" O.C. TO TRUSS VERT. BLOCKING PANEL PER DTL SHEAR WALL PER PLAN DBL BOUNDARY NAILING 16d SINKERS OR A35, PER SCHEDULE UPLIFT HARDWARE PER TRUSS CALCS & DTL . DBL BOUNDARY NAILING DRAG TRUSS EDGE NAILING SHEAR WALL PER PLAN DBL BOUNDARY NAILING DRAG TRUSS EDGE NAILING SHEAR WALL PER PLAN 2x CONT. AS REQ'D 16d SINKERS OR A35, PER SCHEDULE A35 OR LTP4, PER SCHEDULE 16d SINKERS OR A35, PER SCHEDULE DOUBLE BOUNDARY NAILING FLOOR DECK 16d SINKERS @ 4" O.C. BLOCKING TO VERTS IN TRUSS BLOCKING PANEL PER DTL EDGE NAILING SHEAR WALL PER PLAN WHERE OCCURS, SEE PLAN 16d SINKERS OR A35 PER SCHEDULE MFR FLOOR TRUSS TYPE B TYPE C TYPE D MFR FLOOR DRAG TRUSS 16d SINKERS OR A35 PER SCHEDULE DBL BOUNDARY NAILING EDGE NAILING SHEAR WALL PER PLAN EDGE NAILING DBL BOUNDARY NAILING 2x CONT. AS REQ'D SHEAR WALL PER PLAN LTP4 PER SCHEDULE 7 / S1.1 7 / S1.1 14 / S1.1. W N D NOTES: 1. HOLES & NOTCHES SHALL NOT OCCUR IN THE SAME STUD. 2. WHERE HOLES OR NOTCHES EXCEED THOSE SHOWN ABOVE, REPAIR PER TABLE BELOW. 3. ALL NOTCHES IN BEARING OR SHEAR OR EXTERIOR WALLS REQUIRE REPAIRS. RPS STRAP PER TABLE TOP PL PLATE NOTCHES OR HOLES ALLOWABLE HOLES OR NOTCHES FOR NON-BEARING, NON-SHEAR OR INTERIOR PARTITIONS (NO REPAIR REQ'D) NOTCH IN STUD BORED STUD CTS STRAP PER TABLE, WHEN REPAIR REQUIRED SS/HSS PER TABLE WHEN REPAIR REQUIRED NOTES: 1. USE RPSZ FOR SILL PLATE. 2. CENTER STRAPS @ NOTCH OR HOLE. 3. WHERE ROOF TRUSS OR FLOOR JOIST IS BEARING WITHIN STUD BAY OF THE HOLE OR NOTCH, INSTALL AN ADDITIONAL STUD DIRECTLY BELOW THE TRUSS OR JOIST UNLESS NO RPS STRAP IS REQUIRED OR WHERE EXISTING STUD FACE IS WITHIN 3" OF TRUSS OR JOIST FACE. 4. NOTCHES & HOLES MUST BE SEPARATED BY "2xD" OR "2xN". 5. WHERE MULTIPLE HOLES ARE LOCATED ADJACENT TO EACH OTHER, THE STRAP REPAIR MAY BE WITH A CS16 STRAP ON EACH SIDE OF THE UPPER PLATE. THE STRAPS AND NAILING SHALL EXTEND AT LEAST 9" BEYOND EACH END OF THE WHOLE GROUP. NAILING BETWEEN THE HOLES IS NOT REQUIRED. NAILS IN THE CS16 STRAPS MAY BE N8'S OR N10'S. STUD NOTCHES OR HOLES 2x STUD WALL 40% W MAX. NOTCH DEPTH 60 % W M A X . NO T C H L E N G T H 5/8" MIN.60% W MAX. W e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S1.1 Wells Holmes, P.E. ST A N D A R D D E T A I L S A N D S C H E D U L E S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 N.T.S.9TYPICAL TOP PLATE SPLICE N.T.S.8TYPICAL WALL FRAMING N.T.S.6TYPICAL OVERBUILD N.T.S.7TYPICAL BLOCKING PANEL N.T.S.2TYP. SHEAR WALL WASHERS DETAIL N.T.S.1STANDARD SHEAR WALL SCHEDULE 1. THIS TABLE ASSUMES IBC WIND LOADS w/ 115 mph, EXP. "C" AT EXTERIOR WALLS & 5 psf LATERAL LOAD AT INTERIOR WALLS. 2. THIS TABLE ASSUMES AXIAL DL = 710 lb/ft, LL = 760 lb/ft. AT EXTERIOR AND INTERIOR WALLS. 3. THIS TABLE ASSUMES IBC 5psf LATERAL LOAD @ INTERIOR WALLS. NOTES: 1-3/4 x 7-1/4 LVL STUDS @ 16" O.C. 27'-0" 30'-0" 30'-0" 1-3/4 x 5-1/2 LVL STUDS @ 16" O.C. 20'-6" 21'-6" 22'-0" (2) 2x8 DFL #2 @ 16" O.C. 29'-6" 29'-6" 30'-0" 2x8 DFL #2 @ 12" O.C. 25'-6" 28'-0" 30'-0" 2x8 DFL #2 @ 16" O.C. 22'-0" 26'-6" 27'-0" (2) 2x6 DFL #2 @ 16" O.C. 22'-6" 22'-6" 22'-6" 2x6 DFL #2 @ 12" O.C. 18'-6" 21'-6" 22'-0" 2x6 DFL #2 @ 16" O.C. 16'-6" 19'-6" 20'-0" EXTERIOR INTERIOR INTERIOR STUD WALL TYPE BEARING AND/OR SHEAR WALLS (MAX. HEIGHT) NON-BEARING AND NON-SHEAR WALLS (MAX. HEIGHT) STUD HEIGHT TABLE N.T.S.15TYPICAL TRUSS HANGERS N.T.S.14TYPICAL TRUSS ANCHORAGE CF2.0 2'-0" WIDE x 12" THICK (3) #4 CONT. CF1.33 1'-4" WIDE x 12" THICK (2) #4 CONT. CF1.0 1'-0" WIDE x 10" THICK (2) #4 CONT. F4.5 4'-6" SQ. x 18" THICK (5) #4 EACH WAY, T & B F4.0 4'-0" SQ. x 24" THICK (6) #4 EACH WAY, T & B F3.5 3'-6" SQ. x 12" THICK (5) #4 EACH WAY F3.0 3'-0" SQ. x 12" THICK (4) #4 EACH WAY F2.5 2'-6" SQ. x 12" THICK (4) #4 EACH WAY F2.0 2'-0" SQ. x 12" THICK (3) #4 EACH WAY MARK SIZE REINFORCING, BOTTOM FOOTING SCHEDULE N.T.S.4STANDARD STUD TABLE OVER 7'-0" AND UP TO 10'-0" ± 6" OVER 5'-0" AND UP TO 7'-0" ± 4" OVER 3'-0" AND UP TO 5'-0" ± 3" UP TO 3'-0" ± 2" SPECIFIED SHEAR WALL LENGTH ACCEPTABLE SHEAR WALL TOLERANCE SHEAR WALL LENGTH TOLERANCES P4 & P5 BOTH SIDES MATCH SINGLE WALL MATCH SINGLE WALL MATCH SINGLE WALL SDWS22600 DB SCREWS @3" O.C. STAGGERED (3xSOLE PLATE REQ'D) SINGLE WALL x2 S5 P2 & P3 BOTH SIDES 3/8" PLYWOOD OR O.S.B.MATCH SINGLE WALL MATCH SINGLE WALL 16d SINKERS @ 2" O.C. (3xSOLE PLATE REQ'D)SINGLE WALL x2 S4 P5 3/8" STRUCT I PLYWOOD 8d COMMON NAILS @ 2" O.C. 8d COMMON NAILS @ 12" O.C. 16d SINKERS @ 2" O.C.730 plf 895 plf S4 P4 3/8" PLYWOOD OR O.S.B. 8d COMMON NAILS @ 2" O.C. 8d COMMON NAILS @ 12" O.C. 16d SINKERS @ 2" O.C.640 plf 895 plf S4 P3 3/8" PLYWOOD OR O.S.B. 8d COMMON NAILS @ 3" O.C. 8d COMMON NAILS @ 12" O.C 16d SINKERS @ 3" O.C.490 plf 685 plf S3 P2 3/8" PLYWOOD OR O.S.B. 8d COMMON NAILS @ 4" O.C. 8d COMMON NAILS @ 12" O.C. 16d SINKERS @ 4" O.C.350 plf 520 plf S2 P1 3/8" PLYWOOD OR O.S.B. 8d COMMON NAILS @ 6" O.C. 8d COMMON NAILS @ 12" O.C. 16d SINKERS @ 6" O.C.260 plf 365 plf S1 SEISMIC WIND MARK MIN. BLOCKED MATERIAL EDGE / BOUNDARY NAILING FIELD NAILING SOLE PL NAILING, WHERE OCCURS WALL CAPACITY DEFAULT SILL ANCHORAGE, U.N.O. SHEAR WALL SCHEDULE S4 2x 12" O.C. 16" O.C. 1040 plf S3 2x 16" O.C. 24" O.C. 740 plf S2 2x 24" O.C. 32" O.C. 520 plf S1 2x 32" O.C. 48" O.C. 370 plf MARK NOMINAL SILL PL THICKNESS 1/2"DIA A.B. SPACING 5/8"DIA A.B. SPACING CAPACITY SILL ANCHORAGE SCHEDULE N.T.S.13SHEAR TRANSFER AT OPENING P4 8" O.C. 2" O.C. (STAGGERED) P3 10" O.C. 3" O.C. (STAGGERED) P2 12" O.C. 4" O.C. P1 18" O.C. 6" O.C. SHEAR WALL A35 OR LTP4 16d SINKERS CONNECTION SCHEDULE N.T.S.3FOOTING SCHEDULE ≤ 2" ≤ 3-1/4" ≤ 12" (2) RPS28 ≤ 1 3/8" ≤ 2-1/8" ≤ 5-1/2" (2) RPS18 ≤ 1" ≤ 1-3/8" ≤ 2-1/2" (1) RPS18 ≤ 7/8" ≤ 1" ≤ 1" NONE HOLE DIA 'D' HOLE DIA 'D' NOTCH WIDTH 'N' (MAX NOTCH DEPTH = W/2)RPS STRAP 2x4 PLATE 2x6 PLATE 2x4 & 2x6 PLATE 60% 2" 3-1/4" 40% 1-3/8" 2-1/8" 25% 3/4" 1-3/8" HOLE / NOTCH % OF 'W' 2x4 STUD 2X6 STUD HOLE / NOTCH SCHEDULE BEARING OR SHEAR OR EXTERIOR WALL ≤ 2-3/4" ≤ 4-1/2" (2) CTS218 TWO-SIDED w/ 10d BEARING OR SHEAR OR EXTERIOR WALL ≤ 3/4" ≤ 1-3/8 (1) CTS218 w/ 10d NON-BEARING & NON-SHEAR & INTERIOR WALL ≤ 2-3/4" ≤ 4-1/2" (1) CTS218 w/ 10d HOLE DIA. 'D' HOLE DIA. 'D' 2x4 STUD 2x6 STUD REPAIR STUD HOLE REPAIR BEARING OR SHEAR OR EXTERIOR WALL ≤ 2-3/4" ≤ 4-1/2" ≤ 4-1/2" ≤ 4-1/2" (2) CTS218 TWO-SIDED w/ 10d BEARING OR SHEAR OR EXTERIOR WALL ≤ 2-1/2" ≤ 2-1/2" ≤ 2-1/2" ≤ 2-1/2" SS w/ 10d NON-BEARING & NON-SHEAR & INTERIOR...≤ 2-1/2" ≤ 4-1/2" ≤ 3-3/4" ≤ 4-1/2" (1) CTS218 w/ 10d NOTCH DEPTH NOTCH LENGTH NOTCH DEPTH NOTCH LENGTH 2x4 STUD 2x4 STUD 2x6 STUD 2x6 STUD REPAIR STUD NOTCH REPAIR N.T.S.12SHEAR TRANSFER < 6585 LBS HGT-2 (2) 2x4 POST w/ HDU4 @ BASE & (2) HDU2 @ TOP TO HGT-2. AT (1) PLY TRUSS, INSTALL 2X SHAPED FILLER ADJACENT TO TRUSS AT BEARING <1785 LBS LGT2 HDU2 & (2) 2x4 POST < 1265 LBS H16 OR CS16 HDU2 & (2) 2x4 POST < 845 LBS H10 OR H7Z OR CS16 NOT REQ'D < 400 LBS H1 OR CS16 NOT REQ'D < 365 LBS H2.5 OR CS16 NOT REQ'D UPLIFT LOAD PER TRUSS MANUFACTURER SIMPSON TIE-DOWN REQ'D ALIGNED HOLDOWN & POST STANDARD TRUSS TIE-DOWNS < 3410 LBS (2) CS16 (2) 2x4 POST < 1705 LBS CS16 2x4 POST UPLIFT LOAD PER TRUSS MANUFACTURER SIMPSON TIE-DOWN REQ'D ALIGNED POST STANDARD FLOOR-TO-FLOOR STRAP STEEL OR TIMBER 6" HGUS212-4 9155 FACE MOUNT STEEL OR TIMBER 6" HGUS210-4 8780 FACE MOUNT STEEL OR TIMBER 6" HGUS26-4 3940 FACE MOUNT STEEL OR TIMBER 3-1/2" HGUS48 6805 FACE MOUNT STEEL OR TIMBER 3-1/2" HGUS46 3940 FACE MOUNT STEEL OR TIMBER 3-1/2" HHUS46 2580 FACE MOUNT STEEL OR TIMBER 3-1/2" LUS46 1000 FACE MOUNT STEEL OR TIMBER 3" HGUS210-2 8650 FACE MOUNT STEEL OR TIMBER 3" HGUS28-2 6805 FACE MOUNT STEEL OR TIMBER 3" HGU26-2 3940 FACE MOUNT STEEL OR TIMBER 3" HHUS26-2 2580 FACE MOUNT STEEL OR TIMBER 3" LUS26-2 1000 FACE MOUNT STEEL OR TIMBER 1-1/2" HGUS28 5720 FACE MOUNT STEEL OR TIMBER 1-1/2" HGUS26 3750 FACE MOUNT STEEL OR TIMBER 1-1/2" HUS26 2565 FACE MOUNT STEEL OR TIMBER 1-1/2" LUS210 1275 FACE MOUNT CARRYING MEMBER CARRIED MBR WIDTH HANGER TYPE MAX. REACTION (FROM TRUSS CALCS.) (LBS)NOTES MFR TRUSS TO BEAM HANGERS N.T.S.5NOT USED N.T.S.11DRILLING & NOTCHING OF PLATES & STUDS N.T.S.10NOT USED 06/19/2023 A 1 CONTROL JOINTS ALONG POUR STRIP @ +/-12'-0" O.C. @ REENTRANT CORNERS, SEE DTL 3/SD-1 NOTE: FUTURE SLAB & REINFORCING BY OTHERS EDGE OF SLAB, EXTEND REINF. DOWELS INTO FUTURE SLAB PER DTL 2/SD-1 4" CONC. POUR STRIP w/ #4 @ 18" O.C. EA. WAY @ SLAB MIDHEIGHT o/ 6" AGGREGATE BASE o/ 10 mil VAPOR BARRIER PER GEOTECHNICAL REPORT 2 SD-1 TYP 2 SD-1 TYP 4 SD-1 TYP 2 SD-1 TYP 2 SD-1 TYP B C D E F G H 2 3 4 5 F4.0 F3.5 F3.5 S1 H DU11 H DU11 S1 S1 S4 S4 H D19 S1 7 SD-1 TYP @ CURB H SS 5 X5X1/4 ST L CO L H SS 5 X5X1/4 ST L CO L H SS 5 X5X1/4 ST L CO L H SS5X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL H SS5X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL F4.0 F4.0 F4.0 CURB PER ARCH'L CURB PER ARCH'LF4.5 F4.5 F4.5 F4.5 8 SD-1 TYP OF (4) F3.5 F3.5 H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL FOUNDATION NOTES: 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2.ALL EXTERIOR WALLS, INTERIOR BEARING WALLS & SHEAR WALLS TO BE ATTACHED TO THE FOUNDATION w/ Ø1/2" x 10" LONG ANCHOR BOLTS (7" EMBED.) AT 48" O.C., U.N.O. SEE THIS PLAN & SHEAR WALL SCHEDULE FOR ANCHOR BOLT REQUIREMENTS AT SHEAR WALLS. ANCHOR BOLTS AT SHEAR WALLS TO HAVE WASHERS PER SHEAR WALL SCHEDULE ( ). ALL OTHER ANCHOR BOLTS TO HAVE WASHERS PER NOTE "E" IN GENERAL NOTES (S1). 3.ALL HOLDOWNS SHALL BE INSTALLED AS SHOWN ON DETAIL 4.ISOLATED FOOTINGS & INTERIOR STRIP FOOTINGS TO BE CENTERED BELOW POSTS & BEARING/SHEAR WALLS, RESPECTIVELY. 5.SEE SHEET FOR FOOTING SCHEDULE. 6.MASA MUDSILL ANCHORS MAY BE USED IN PLACE OF ANCHOR BOLTS, INSTALLED AT THE SAME SPACING INDICATED FOR ANCHOR BOLTS, INCLUDING REDUCED SPACING AT SHEAR WALLS. 7. STRIP & REMOVE EXISTING VEGETATION. REMOVE UNCONTROLLED FILL. OVEEXCAVATE AND REPLACE w/ PROPERLY COMPACTED FILL AS REQUIRED PER GEOTECHNICAL REPORT. POINTS TO SILL ANCHORAGE & INDICATES "MARK" NOTE: SEE SHEET FOR SILL ANCHORAGE SCHEDULE SILL ANCHORAGE KEY S1.1 S1.1 S1.1 --- XX A 1 B C D E F G H 2 3 4 5 P1 NO H.D. 14' -4"H DU11 H DU11 P1 18 ' - 10 " P1 20' -0" NO H.D. P1 NO H.D. 14' -6" MIN CONT. SHTH'G P3 6' - 4" P3 6' - 4"H D19 SD-2 5 P3 6' - 6" P3 6' - 6" SD-2 5 SD-2 5 H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL XX POINTS TO SILL ANCHORAGE & INDICATES "MARK" NOTE: SEE SHEET S1.1 FOR SHEAR WALL SCHEDULE SEE SHEET 1/SD-1 FOR WALL TIE & HOLDOWN ANCHORAGE SCHEDULE SHEAR WALL KEY NOTE: WHERE STRAP HOLDOWN IS ATTACHED TO A SINGLE KINGSTUD & A SINGLE TRIMMER, ATTACH THE TWO TOGETHER w/ (2) 16d SINKERS @ 6" O.C. FULL HEIGHT OR w/ LTP4 @ 12" O.C. FULL HEIGHT. NOTE: SHEAR WALL SHEATHING MAY BE ON EITHER SIDE OF INDICATED WALL. NOTE: ALL EXTERIOR SHEARWALL SHEATHING TO BE ON MAIN LOAD BEARING WALLS, NO POP-OUT WALLS. e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S2 Wells Holmes, P.E. FO U N D A T I O N & S H E A R W A L L P L A N ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 1/4" = 1'-0" FOUNDATION PLAN 1/4" = 1'-0" SHEAR WALL PLAN 06/19/2023 A 1 2 1 1 2 MFR ROOF TRUSSES @ 24" O.C. RTU = 1500 LBSREFER TO DTL 7/SD-2 FOR RTU TO ROOF ATTACHMENT 2 SD-2 1 SD-2 3 SD-2 6 SD-2 SIM 12 SD-2 TYP 2 SD-2 1 SD-2 STL CANOPY PER DTL 8/SD-2 STL CANOPY PER DTL 8/SD-2 L70 CLIP FASCIA TO FASCIA B C D E F G H 2 3 4 5 RTU = 1500 LBSREFER TO DTL 7/SD-2 FOR RTU TO ROOF ATTACHMENT 12' - 0"4' - 0" H SS 5 X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL H SS 5 X5X1/4 S TL COL HSS5X5X1/4 STL COL H S S 5 X 5 X 1 /4 S T L C O L 6x 6 H D R 6x10 HDR 6x10 HDR (ABV) 6x 6 H D R 5-1/8x13 1/2 HDR5-1/8x13 1/2 HDR 6x8 HDR HS S 1 0 X 5 X 1 / 4 S T L B M HUC HGR 6x8 HDR 6x8 HDR 6x8 HDR DBL TOP PL ALONG THE LONG SIDE OF THE BLDG TO BE DFL #1, TYP DBL TOP PL ALONG THE LONG SIDE OF THE BLDG TO BE DFL #1, TYP HUC HGR 6 SD-2 TYP 5-1/8x10-1/2 BM 6x12 BM @ SAME ELEV. AS AWNING6x6 POST w / ECC CAP 6 x6 POST w / ECC CAP BLK'D DIAPH. w/ 10d @ 4" O.C. AT ALL PANEL EDGES o/ 2x FLAT BLK'G BLK'D DIAPH. w/ 10d @ 6" O.C. AT ALL PANEL EDGES o/ 2x FLAT BLK'G ROOF SHTH'G, TYP. SEE STRUCTURAL GENERAL NOTES SHEET S1 CMST12 STRAP BM TO PL, TYP EA. END 13 SD-2 4' - 0"12' - 0" BLK'D DIAPH. w/ 10d @ 6" O.C. AT ALL PANEL EDGES o/ 2x FLAT BLK'G BLK'D DIAPH. w/ 10d @ 4" O.C. AT ALL PANEL EDGES o/ 2x FLAT BLK'G H SS 5 X5X3/16 S TL COL H SS5X5X3/16 ST L CO L 6 x8 POST D TL 9/S D -2 6 x8 POST D TL 9/S D -2 STL CANOPY PER DTL 8/SD-2 PROVIDE 6x6 BLK'G PER DTL 11/SD-2 w/ (2) A35 CLIP POST TO BLK'G H SS 6 X6X3/8 C ANT'L ST L COL HSS12X4X3/16 CANT'L STL BMHSS6X6X3/8 C ANT'L ST L COL HSS12X4X3/16 CANT'L STL BM HSS12X4X3/16 CANT'L STL BM H SS 6 X6X3/8 C ANT'L ST L COL H SS 6 X6X3/8 C ANT'L ST L COL HSS12X4X3/16 CANT'L STL BM HS S 1 2 X 4 X 3 / 1 6 ST L B M HS S 1 2 X 4 X 3 / 1 6 ST L B M HS S 1 2 X 4 X 3 / 1 6 ST L B M HS S 1 2 X 4 X 3 / 1 6 ST L B M HS S 1 2 X 4 X 3 / 1 6 ST L B M HS S 1 2 X 4 X 3 / 1 6 ST L B M 6 x8 POST D T L 9 /SD -2 HSS10x2x1/8 STL SLATS PER ARCH'L, TYP SLATS PER ARCH'L TYP HSS10x2x1/8 STL 6 x8 POST D TL 9/S D -2 CONN. BM TO BM PER DTL 9/SD-1 HS S 1 2 X 4 X 3 / 1 6 CA N T ' L S T L B M HS S 1 2 X 4 X 3 / 1 6 CA N T ' L S T L B M HS S 1 2 X 4 X 3 / 1 6 CA N T ' L S T L B M HS S 1 2 X 4 X 3 / 1 6 CA N T ' L S T L B M HSS12X4X3/16 STL BM HSS12X4X3/16 STL BM HSS12X4X3/16 STL BM HSS12X4X3/16 STL BM HSS12X4X3/16 STL BM HSS12X4X3/16 STL BM 11 SD-1 9 SD-1 9 SD-1 TYP. 12 SD-1 TYP. SD-1 10 FRAMING NOTES: 1.ALL FRAMED WALLS TO BE 2x @ 16" O.C. (MAX) PER ARCHITECTURAL PLANS AND SHALL MEET REQUIREMENTS OF WALL TABLE ON SHEET 2.FOR 2x6 FRAMED WALLS AT HEADERS (HDR): A.PROVIDE (1) 2x6 TRIMMER & (2) 2x6 KING STUD AT OPENINGS < 6'-0" U.N.O. B.PROVIDE (2) 2x6 TRIMMER & (3) 2x6 KING STUD AT OPENINGS ≥6'-0" & ≤10'-0" U.N.O. C.PROVIDE (2) 2x6 TRIMMER & (4) 2x6 KING STUD AT OPENINGS ≥10'-0" & ≤14'-0" U.N.O. NOTE: KINGSTUDS NOT REQUIRE AT BEAMS (BM) 3.FACE NAIL MULTIPLE 2x POSTS WITH 16d SINKERS @ 6" O.C. 4. 5. 6.ALL GLULAM BEAMS TO HAVE STANDARD CAMBER (R = 2000') U.N.O. 7.PROVIDE (2) 2x POST EACH END OF ALL BEAMS & GIRDER TRUSSES, U.N.O. PROVIDE CONTINUOUS LOAD PATH TO FOUNDATION WITH POSTS, CRIPPLES, AND SQUASH BLOCKS AS REQUIRED. 8.BEAM AND HEADER SIZES INDICATED ON THE PLANS ARE MINIMUM SIZES. LARGER SIZES MAY BE INSTALLED AT THE CONTRACTOR'S OPTION. 9.CONTINUOUS TOP PLATE MAY BE USED IN LIEU OF ST6224 STRAP FROM BEAM TO PLATE. 10.SUBMIT SHOP DRAWINGS OF CUSTOM STEEL BUCKETS TO ENGINEER OF RECORD FOR APPROVAL. 11.SEE ARCH'L FOR ROOF SLOPE AND TOP OF STEEL ELEVATIONS. SHADED AREAS ARE TYPICAL OVERFILL, STICK FRAMED PER DETAIL OR OVERBUILD TRUSSES PER TRUSS MANUFACTURER INTERIOR BEARING WALLS S1.1. 6 / S1.1 ROOF TRUSS PROFILE DIAGRAMS TYPICAL TRUSS LOADING DIAGRAM DEAD LOAD = 23 psf SNOW LOAD = 35 psf - 0 psf SEE TABLE SEE TABLE SNOW DRIFT LOAD CALLOUT 1. psf INDICATES LOAD TO ROOF SYSTEM IN ADDITION TO WHAT IS CALLED OUT IN THE DESIGN CRITERIA 2. DIM SHOWS ROOF SURFACE AFFECTED DRIFT WIDTH DRIFT LOAD @ PERIMETER psf 01 72 14'-0" SNOW DRIFT LOADING LEGEND 02 37 7'-1" e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S3 Wells Holmes, P.E. RO O F F R A M I N G P L A N ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 1/4" = 1'-0" ROOF FRAMING PLAN 06/19/2023 6" CONCRETE SLAB 4 S4 TYP HS S 8 X 6 X 1 / 4 S T L B M HS S 1 2 X 4 X 3 / 1 6 RI M B M HS S 8 X 6 X 1 / 4 S T L B MHSS4X4X1/4 ST UB COL H SS 4 X4X1/4 ST UB COL H SS 4 X4X1/4 ST UB COL H SS 4 X4X1/4 ST UB COL CMU WALL BELOW SLOPE PER ARCH'L 1 S4 TYP 18ga PLB ROOF DECK w/ CONN. PER DTL 3/S4 2 S4 TYP @ STUB COL LOCATIONS ROOF BM PER PLAN L2x2x1/4 ANGLE ROOF DECK PER PLAN BOUNDARY FASTENERS 3/16 2-12 EDGE RIM PER PLAN (DOES NOT OCCUR ON LOW SLOPED END OF BM) 3/16 3/16 3/16 CORNER CONN. PLAN VIEW 5" CMU WALL BELOW 1/2"x8"x6" STL PL STL COL. PER PLAN 3/16 EDGE RIM BM PER PLAN & DTL 1/- STL BM PER PLAN 1/2"x5-1/2" SQ STL PL PLB DECK PER PLAN 3/16 3 (2) 3/4"x6" HEADED STUD ANCHOR EMBEDDED INTO CMU BOND BM BELOW BM TO COL. CONN. CONNECTIONS TO SUPPORTS PER SCHEDULE VSC2 SIDELAP CONNECTIONS PER SCHEDULE METAL DECK PER PLAN NOTES: 1. WELDED CONNECTIONS MAY BE REQ'D AT SOME SUPPORT LOCATIONS, SEE DETAILS FLOOR DECK PER PLAN THICKNESS OF STEEL SUPPORTS FASTENER PATTERN AT SUPPORTS PERPENDICULAR TO DECK SPACING AT SUPPORTS PARALLEL TO DECK VERCO SIDELAP CONNECTION MIN. DIAPHRAGM CAPACITY (ASD) 0.125" -0.25"HILTI X-EDNK19 4 PER 3'-0" SHEET 6" O.C.18" O.C.356 PLF 0.188" -0.375"X-HSN 24 4 PER 3'-0" SHEET 6" O.C.18" O.C.356 PLF TRELLIS COL. w/ CONN. (WHERE OCCURS) 2' - 6" 24 " 2' - 0 " L A P 0' - 3 " C L R . 30 " M I N . 7' - 6 " M A X . #4 VERTS @ 24" O.C. & AT EA. CORNER, CENTERED IN WALL PROVIDE 8" BEND AT ALL CORNERS, TYP. DOWELS TO MATCH VERT. WALL REINF. SIZE & SPACING w/ 8" HOOK, ALT. DIRECTIONS TOP OF FINISHED GRADE OR CONC. SLAB, WHERE OCCURS #4 CONT. HORIZ. REINF. @ TOP, BOTTOM, & MIDHT. w/ 24" MIN. LAP 8" CMU SCREEN WALL, CENTERED ON FTG, GROUT BELOW GRADE & AT REINF. CELLS ONLY CONC. CURB PER ARCH'L (2) #4 CONT., LAP = 2'-0" CONC. SLAB PER PLAN (3) #4 CONT., LAP = 2'-0" e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S4 Wells Holmes, P.E. TR A S H E N C L O S U R E P L A N S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 1/2" = 1'-0" TRASH ENCLOSURE FOUNDATION PLAN 1/2" = 1'-0" TRASH ENCLOSURE ROOF PLAN N.T.S.1 N.T.S.2 N.T.S.3 N.T.S.4 06/19/2023 DRILLED PIER SCHEDULE LOCATION OVERHEAD CLEARANCE BAR H (ft) 3'-6" D (ft) 2'-0" E (ft) 2'-6" Db (in)VERT REINF. PRE-MENU BOARD 3'-6"2'-6"1'-6" DIRECTION SIGN 3'-6"1'-6"1'-6" SE E A R C H ' L "E " P E R S C H E D U L E "H " P E R S C H E D U L E "D" PER SCHEDULE 3" C L R 3" CLR 4" MIN. FINISH GRADE BASEPLATE, COVER, AND SIGN BY OTHERS (3) #3 TIES IN TOP 5" & @ 8" O.C. 1-1/2" MAX. THICK, 5,000 PSI GROUT (4) ANCHOR BOLTS. SEE SCHEDULE FOR DIAMETER OF BOLTS ("Db") VERT. REINF. PER SCHEDULE. EQUALLY SPACED 3/4" 1/2" 1/2" (6) #6 (8) #6 (6) #5 MIN. 4" MIN. 4" 3' - 6" 2' - 9 " BASEPLATE, COVER, AND SIGN BY OTHERS 3'-6" THICK FOOTING w/ #5 @ 12" O.C., EACH WAY. TOP & BOTTOM CONDUIT WHERE OCCURS, BY OTHERS 4" CL FOOTING TOP OF FOOTING TO BE 2" ABOVE GRADE 1/2"⌀ANCHOR BOLTS EMBEDED 20" INTO CONCRETE, TYP. OF (4) CL FOOTING PLAN VIEW 5" MIN. 17 " M I N . TYP. 3 1/2" MIN.4' - 0 " 5' - 6" 12 " BASEPLATE AND COLUMN ABOVE BY OTHERS 1/2"⌀ANCHOR BOLT EMBEDED 20" INTO CONCRETE, TYP. OF (8) CL OF COLUMNS & BASEPLATES TOP OF FOOTING TO BE 2" ABOVE GRADE STEP DOWN TO ALLOW ROOM FOR DRIVE AISLE CURB 4'-0" THICK FOOTING w/ #5 @ 12" O.C. EACH WAY, TOP & BOTTOM CL OF FOOTING CONDUIT BELOW AS OCCURS PLAN VIEW 1' - 0" DIA. 3" 2' - 9 " 2' - 6 " CONCRETE DOME PIPE BOLLARD PER ARCH'L SEALANT FINISH PAVING SURFACE CONCRETE FILLED e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 S5 Wells Holmes, P.E. MI S C . S I T E E L E M E N T S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 N.T.S.1DRILLED PIERS FOOTING N.T.S.2MENU SIGN FOOTING N.T.S.3ORDER SCREEN AND CANOPY FOOTING N.T.S.4SITE BOLLARD DETAIL 06/19/2023 #4 x 5'-0" CENTERED @ HOLDOWN @ CORNER USE 30° 30° STRAP HOLDOWN SEE SHEAR WALL PLAN POST, SEE HOLDOWN SCHEDULE EDGE NAILING @ POST ABOVE HOLDOWN MIN. (2) 2x POST FLOOR JOIST WHERE OCCURS CONC. WALL / FOUNDATION PER PLAN (S E E S C H ED U L E ) MI N . E M B E D CL R . MI N . 3 " #4 x 5'-0" CENTERED @ HOLDOWN @ CORNER USE 30° 30° HOLDOWN A.B. PER SCHEDULE HDU HOLDOWN POST PER SCHEDULE CONC. WALL / FOUNDATION PER PLAN ADD'L #4 VERT. WITHIN 3" OF EA. SIDE OF EA. HOLDOWN A.B. w/ MATCHING DOWELS IN FOOTING BELOW STRAP HOLDOWN HDU HOLDOWN ANCHORAGE ANCHORAGE (CAST IN PLACE) HOLDOWN SSTB ANCHORAGE (RETROFIT) ALL THREAD ROD (NOTE 1) ALL THREAD ROD (NOTE 2 & 3) HOLE DIAMETER EMBEDMENT POST HDU2 -SDS2.5 SSTB24 Ø 5/8" F1554 Ø 5/8" F1554 3/4"10"(2) 2x HDU4 -SDS2.5 SSTB24 Ø 5/8" F1554 Ø 5/8" F1554 3/4"10"(2) 2x HDU5 -SDS2.5 NONE Ø 5/8" F1554 Ø 5/8" F1554 3/4"13"(2) 2x HDU8 -SDS2.5 NONE Ø 7/8" F1554 Ø 7/8" F1554 1"18"(3) 2x NOTES: 1. PROVIDE 2-1/8"x2-1/8"x3/8" STEEL PLATE w/ (2) NUTS @ CAST IN PLACE ANCHORS. 2. RETROFIT ALL-THREAD ROD IN HOLES w/ SIMPSON SET-XP EPOXY. PREPARE HOLES & INSTALL EPOXY PER MFR DIRECTIONS w/ EMBEDMENT AND EDGE DISTANCES AS SHOWN. 3. SIMPSON SET-XP EPOXY PER ICC-ES 2508. 4. INCREASE FOOTING DEPTH AS REQUIRED FOR 3" MIN. COVER BELOW BOLT & COORDINATE EXACT LOCATIONS WITH THE FRAMING CONTRACTOR. 5. HOLDOWNS MAY BE INSTALLED 4" MAX. FROM SHEAR WALL EDGE. BOUNDARY NAILING MUST BE PROVIDED @ STUDS ALIGNED WITH HOLDOWNS. HDU11 -SDS2.5 NONE Ø 1" F1554 N/A N/A 18"6x6 OR 4x6 HD19 -SDS2.5 NONE Ø 1-1/8" F1554 N/A N/A 24"6x6 2' - 0" 8" 30 " M I N . 8" 3" C L R . (2) #4 CONT. CONSTRUCTION JOINT #4 @ 18" O.C. w/ 12" HOOK. EXTEND 24" INTO FUTURE SLAB SLAB PER PLAN 2x PRESSURE TREATED SILL PL ANCHOR BOLTS PER PLAN #4 HORIZ. CONT. #4 TOP & BTM CONT, 3RD BAR @ MID-HEIGHT w/ 2'-0" LAP #4 DOWELS @ 18" O.C. w/ STD HOOKS ALT. DIR. 8" CONT. STEM WALL, U.N.O. EDGE NAILING SHEAR WALL PER PLAN REINFORCEMENT, SEE PLAN PE R P L A N TH I C K N E S S " t " PLASTIC "T" SAWCUT OR TEAR-OFF t/ 4 9" 1 1 / 2 " 7 1 / 2 " 7 1/2" 1 1/2" 9" 2 3 / 4 " 2 3 / 4 " 5 1 / 2 " 2 3/4"2 3/4" 5 1/2" CORNER BASEPLATE 2 3/4"2 3/4" 5 1/2" 12 " 1 1 / 2 " 9" 1 1 / 2 " A A TYPICAL BASEPLATE 1/2" THICK BASE PL COL. PER PLAN (2) 3/4" Ø A307 ANCHOR BOLTS w/ 10" MIN. EMBED. & DBL NUTS & WASHERS CONC STEM WALL PER PLAN C.L. COL. 1/4 TOP OF CONC. STEM WALL PROVIDE (4) #4 VERTS w/ 12" HOOKS w/ #3 TIES AT 9" O.C. STL COL PER PLAN 1-1/2" MAX. DRYPACK NON- SHRINK GROUT (5000 psi MIN.) ANCHOR BOLTS ENCLOSED w/ (3) #3 TIES IN TOP 5" SECTION A-A 2018 IBC REINFORCEMENT LAP SPLICE SCHEDULE FOR CONCRETE & CMU LAP O F B A R DI A . BAR SIZE NO.DIA. 3 0.375 fc = 3000 PSI OTHER SPLICES CLASS 'A' TOP BAR SPLICES CLASS 'B' 12"16" CLASS 'A'CLASS 'B' 13"17" fc = 4000 PSI OTHER SPLICES CLASS 'A' TOP BAR SPLICES CLASS 'B' 12"16" CLASS 'A'CLASS 'B' 18"17" fc = 4500 PSI OTHER SPLICES CLASS 'A' TOP BAR SPLICES CLASS 'B' 12"16" CLASS 'A'CLASS 'B' 12"16" 4 0.500 13"17"17"22"12"16"15"19"12"16"14"18" 5 0.625 17"22"22"29"15"19"19"25"14"18"18"24" 6 0.750 25"32"32"42"21"28"28"36"20"26"26"34" 7 0.875 42"55"55"71"36"47"47"61"34"45"45"58" 8 1.000 55"71"71"93"47"62"62"80"45"58"58"76" 9 1.128 70"91"91"118"60"78"78"102"57"74"74"96" 10 1.270 88"115"115"149"77"99"99"129"72"94"94"122" 11 1.410 109"142"142"184"94"123"123"159"89"116"116"150" CMU LAP SPLICES 19" 30" 46" 64" 87" 131" 148" 169" 209" NOTES: 1. ALL LAP SPLICE LENGTHS ARE CLASS 'B' UNLESS NOTED OTHERWISE. 2. CONCRETE LAP PLENGTHS SHALL BE INCREASED BY 20% WHERE EPOXY COATING IS USED. 3. TOP BAR IS ANY HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. STANDARD 90° HOOKS BAR SIZE NO.DIA. (db) 3 0.375 STANDARD HOOK EXTENSIONS, 'L' HOOK BEND RADIUS, 'R' 4.5"1.125" 4 0.500 6" 5 0.625 7.5" 6 0.750 9" 7 0.875 10.5" 8 1.000 12" 9 1.128 13.5" 10 1.270 15" 11 1.410 16.5" 1.5" 1.875" 2.25" 2.625" 3" 4.5" 5" 5.5" R L = 12db db 90° STIRRUP & TIE HOOKS BAR SIZE NO.DIA. (db) 3 0.375 STANDARD HOOK EXTENSIONS, 'L' HOOK BEND RADIUS, 'R' 2.25"1.125" 4 0.500 3" 5 0.625 3.75" 6 0.750 9" 7 0.875 10.5" 8 1.000 12" 1.5" 1.875" 2.25" 2.625" 2.625" R #5 & SMALLER, L = 6db #6, #7, & #8, L = 12db dp STANDARD 180° HOOKS BAR SIZE NO.DIA. (db) 3 0.375 STANDARD HOOK EXTENSIONS, 'L' HOOK BEND RADIUS, 'R' 2.5"1.125" 4 0.500 2.5" 5 0.625 2.5" 6 0.750 3" 7 0.875 3.5" 8 1.000 4" 9 1.128 4.5" 10 1.270 5.1" 11 1.410 5.7" 1.5" 1.875" 2.25" 2.625" 3" 4.5" 5" 5.5" R L = 4 d b db 135° STIRRUP & TIE HOOKS BAR SIZE NO.DIA. (db) 3 0.375 STANDARD HOOK EXTENSIONS, 'L' HOOK BEND RADIUS, 'R' 2.25"1.125" 4 0.500 3" 5 0.625 3.75" 6 0.750 4.5" 7 0.875 5.25" 8 1.000 6" 1.5" 1.875" 2.25" 2.625" 2.625" R L = 6dp dp SEISMIC HOOKS BAR SIZE NO.DIA. (db) 3 0.375 STANDARD HOOK EXTENSIONS, 'L' HOOK BEND RADIUS, 'R' 3"1.125" 4 0.500 3" 5 0.625 3.75" 6 0.750 4.5" 7 0.875 5.25" 8 1.000 6" 9 1.128 6.8" 10 1.270 7.6" 11 1.410 8.5" 1.5" 1.875" 2.25" 2.625" 3" 4.5" 5" 5.5" R L = 6dp dp 1 3 5 ° * *CIRCULAR HOOPS SHALL NOT HAVE A BEND LESS THAN 90° ADJUST WALL LOC. FOR BRICK, WHERE OCCURS ANCHOR BOLT PER PLAN 2x P.T. SILL PL ALT. SLAB LOCATION 4" CONC. SLAB, U.N.O. FOOTING PER DTL 2/- #4 DOWELS AT 24" O.C. 8" CONC. STEM WALL EDGE NAIL SHEAR WALL PER PLAN 2' - 6 " M I N . 3" C L R . CONSTRUCTION JOINT #4 TOP & BOTT. CONT. 3rd BAR AT MID-HEIGHT REQ'D FOR STEM WALLS OVER 2'-6" SE E A R C H ' L 6" M A X . DOWEL TO FUTURE SLAB PER DTL 2/- STL COL. PER PLAN 3/16" STL BM PER PLAN 1/2" x 10" STL PL w/ (2) 3/4" STL THRU BOLTS EA. SIDE (AS ALTERNATE, WELD OUTRIGGER DIRECTLY TO BM w/ 3/16" FILLET WELD) STL OUTRIGGER PER PLAN 3/16" AT WOOD COLUMN, SEE DTL 9/SD-2 BETWEEN BEAMS AT BEAMS/COLLUMNS 3/16" 2" C9x13.4 CHANNEL w/ (2) SDS25300 SCREWS TO EA. BLK & STUD (16" O.C. MAX) TRELLIS SLATS PER ARCH'L 2x BLK'G OR BEAM WHERE OCCURS WOOD STUD WALL PER PLAN STL COL PER PLAN 1/4 OR FRAMING & ABV PER PLAN (NOT SHOWN) SECTION "A-A" A (12) # 5 VERTS w/ 8" HOOK (3) # 3 TIES IN TOP 5" & @ 12' O.C. A 1-1/2" MAX. NON-SHRINK GROUT STEEL COLUMN PER PLAN 12"x12"x3/4" BASE PL C.L. COLUMN, FOOTING, BASE PL STL COL (4) 3/4" Ø F1554 FR. 36 ANCHOR BOLTS w/ DBL NUTS & WASERS, EMBED. 18" COLUMN & FOOTING. FOR SIZE & REINF. SEE PLAN C.L. 0' - 1 1/2" TYP. 1/4 1' - 0 " SE E P L A N 0' - 4 " 0' - 3 " C L R SEE PLAN C.L. OF COL. = C.L. OF FRAMED WALL & FOOTING CONC. PIER, 21" SQ. MIN CONST. JOINT 1/4 OR HSS BM PER PLAN HSS BM PER PLAN 1/4 OR OPTION A OPTION B STL BM OR TRELLIS MBR PER PLAN (SKEWED AND/OR SLOPED WHERE OCCURS) STL BM OR TRELLIS MBR PER PLAN BEAM PER PLAN 1/8 PJP e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 SD-1 Wells Holmes, P.E. ST R U C T U R A L D E T A I L S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 N.T.S.1STEM WALL HOLDOWN SCHEDULE N.T.S.2 N.T.S.3N.T.S.4 N.T.S.5 N.T.S.6 N.T.S.7 N.T.S.11 N.T.S.12 N.T.S.8 N.T.S.9 N.T.S.10 06/19/2023 5'-3" MAX. 1/2"x7 1/4" STL END PL w/ (2) 1/2" Ø THRU BOLTS (2) 1-3/4" x 7-1/4" LVL FASCIA BM 1/4 TYP WOOD COL PER PLAN 3/4" Ø BOLTS THRU WOOD COL w/ 3x3x1/4 STL PL WASHER 2x6 LEDGER BETWEEN CANT'L CHANNELS ATTACH TO WALL STUDS w/ (2) 16d SINKERS AT EA. STUD C6x10.5 CANT'L CHANNEL @ 12'-3" O.C. MAX 1/2"x4"x12" STL END PL 2x6 JOISTS @ 16" O.C. w/ LUS HGR EA. END, NOT SHOWN FOR CLARITY. PROVIDE SHEATHING ON TOP OF CANOPY PER NOTE K CONN. TOP & BTM OF POST TO PL USING (2) A35 CLIPS @ EA. END 2x4 OR 2x6 PARAPET STUD ADJACENT TO EA. TRUSS OR BUILT INTO TRUSS PER TRUSS MFR BOUNDARY NAILING 2x BLK w/ (2) 16d SINKERS 'P1' SHTH'G UPLIFT HARDWARE AS REQ'D PER TRUSS CALCS & DTL 14/S1.1 2x STUD WALL PER PLAN w/ FULL HEIGHT 'P1' SHTH'G, TYP. U.N.O. EDGE NAILING TO 2x BLK'G (2) 16d SINKERS @ 3" O.C. FULL HEIGHT, PARAPET STUD TO TRUSS, WHERE OCCURS ROOF SHTH'G CANTILEVERED PARAPET 2x6 PARAPET STUD ADJACENT TO EA. TRUSS L90 EA. BRACE TO 2x8 NAILER BOUNDARY NAILING TO 2x4 BLK'G, TYP. 2x6 BRACE @ 48" O.C. STUD, w/ ROOF SHTH'G (8) 16d SINKERS 'P1' SHTH'G 16d SINKERS @ 6" O.C. BLK TO BLK MFR ROOF TRUSS, DESIGN FOR ±850 lb LOAD AT BRACE ATTACHMENT MST12 STRAP BRACE TO TOP CHORD NOTE: SEE 'CANTILEVERED PARAPET' OPTION FOR INFORMATION NOT SHOWN 1 1 2' - 0 " M A X . 8' - 0 " M A X . BRACED PARAPET 6' - 0 " M A X ., ( 2 ) 2 x 6 S T U D S 4' M A X . , 2 x 4 S T U D S 5' - 6 " M A X . , 2 x 6 S T U D S 2x8 CONT. NAILER w/ (2) 16d SINKERS @ 8" O.C. NOTE: AS AN ALTERNATE, PARAPET MAY BE BUILT INTO THE TRUSS -TRUSS DESIGNER TO INCLUDE 42.2 PSF (0.6W) WIND LOAD BRACED PARAPET ROOF TRUSS PER PLAN EDGE NAILING TO 2x BLK'G ROOF SHTH'G 2x6 DF # 2 CONT. LEDGER w/ (2) 16d SINKERS EA. STUD & EA. BLK 2x BLK'G LSTA24 BLK TO BLK AT 32" O.C. FOR 6'-0" BOUNDARY NAILING LTS12 STRAP AT 16" O.C.(WRAP AROUND STUD) CMST14 STRAP AT LEDGER SPLICE OR STL COL 2x BALLOON FRAMED STUD WALL PER PLAN w/ FULL HEIGHT 'P1' SHTH'G, TYP. U.N.O. FO R 6 ' - 0 " M A X . P A R A P E T ) 5' - 6 " M A X . (D B L S T U D @ 1 6 " O . C . R E Q ' D CANTILEVERED PARAPET 8' - 0 " M A X . 2x BALLOON FRAMED STUD WALL PER PLAN MST12 STRAP BRACE TO BLK'G LSTA STAPS NOT SHOWN FOR CLARITY (3) 2x4 BLK'G 2x6 BRACE @ 32" O.C. w/ ROOF SHEATHING. SEE DTL 1/-FOR CONN. INFO MFR ROOF TRUSS, DESIGN EA. TRUSS FOR +/-115 plf LOAD AT BRACE ATTACHMENT (+/-230 plf TOTAL) NOTE: SEE 'CANTILEVERED PARAPET' OPTION FOR INFORMATION NOT SHOWN 3/8" x 5 1/2" x 1'-0" STL PL STL COL PER PLAN TOP PL 1/4" x 2" SDS SCREWS, TYP. OF (4) 3/16 4" M I N . 4" MIN. CORNER CONDITION NOTE: AT BALLOON FRAMED WALL LOCATIONS, ATTACH STL. PLATE TO BLK'G AT ROOF SHEATHING ELEV. PER DTL 11/- STL TUBE OR CHANNEL BM PER PLAN 1/4 TYP STL COL PER PLAN, SEE DTL 4/- FOR CONNECTION TO TOP PL MECH'L UNIT BY OTHERS PROVIDE 2x6 BLK'G AT EACH EDGE OF MECH. UNIT 2x6 ALIGNED w/ EDGE OF MECHANICAL UNIT, ATTACH TO TRUSS OR BLK'G w/ HW HGR DUCT HOLES UP TO 22" SQ. MAY BE CUT IN SHEATHING w/o ADD'L REINF. DUCTING PER MECH'L FLASHING BY OTHERS, TYP. ROOF SHEATHING ROOF CURB, BY OTHERSCONNECTION OF UNIT-TO- CURB PER MFR. MIN. (3) #12 SCREWS EA. SIDE OF UNIT BUILT-UP PLYWOOD OR 2x SHIM w/ 16d SINKERS @ 8" O.C., VERIFY HEIGHT w/ UNIT MFR COL PER PLAN STL C6x10.5 CHANNEL ALIGN w/ CENTER OF KING STUD GROUP, TYP 2x6 FASCIA, TYP 2x6 JOISTS @ 16" O.C. MAX. w/ LUS HGR's EA. END, TYP (2) 1-3/4" x 7-1/4" LVL FASCIA BM 4' - 6 " M A X . HDR, TRIMMERS & KING STUDS PER PLAN ADD WALL STUD AT END OF CANOPY TO SUPPORT LEDGER, TYP NOTE: FOR CHANNEL CONNECTION TO STL COL SEE DTL 10/- 9 SD-2 5"x12"x1/4" STL PL BM SEAT w/ (3) 1/2" Ø THRU BOLTS 3" 3" 3" 3" 3 1/2" 3" 3" 3" 3" 5" 3/16 3 SIDES 3/16 3 SIDES BM PER PLAN STL COL PER PLAN 5 1/2" BM PER PLAN STL COL PER PLAN PARAPET CONN. PER DTL1/-or 2/- EDGE NAILER TO 2x BLK'G HDR PER PLAN WINDOW PER PLAN SHEARWALL PER PLAN EDGE NAIL, TYP. FULL HT 3x STUD w/ 1/2" COUNTER SUNK BOLTS @ 12" O.C., WELD TO STL STL COL PER PLAN SEE DTL 2/-FOR INFO NOT SHOWN (2) A35 CLIPS TOP & BTM @ EA. END EDGE NAILING TO 6x6 BLK'G STL COL PER PLAN 1/4" PL TOP & BOTT., EXTEND 1/2" BEYOND BM STL COL. PER PLAN STL BM PER PLAN 3/16 TYP. 3/16 TYP. STL COL. & BM PER PLAN 3/16 TYP. OPTION B OPTION A ELEV. VIEW 2x TOP & BOTT. PL w/ 1/2" DIA. HEADED STUD ANCHORS,TOP & BOTT. ROOF SHEATHING BOUNDARY NAILING TIMBER FILLER AS REQ'D BEAM PER PLAN MFR ROOF TRUSSES HGR, PER DTL 15 / S1.1 NOTE: AS AN ALTERNATE -PROVIDE BM POCKET IN TRUSS & PROVIDE PANEL BLK'G ABOVE THE BM PER DTL 7/S1.1 e n g i n e e r s W W W . V E C T O R S E . C O M EN G : RE V . # DA T E : BY : DA T E D E S C R I P T I O N DW N : C H K : Copyright © 2022 Vector Structural Engineering, LLC This drawing contains proprietary information belonging to Vector Structrual Engineering, LLC, and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. D r a p e r , U t a h ( 8 0 1 ) 9 9 0 - 1 7 7 5 RT I JW H AR R 03 / 2 4 / 2 3 SD-2 Wells Holmes, P.E. ST R U C T U R A L D E T A I L S ST A R B U C K S - RE X B U R G , I D 22 8 0 E . 1 4 t h N . Am m o n , I D 8 3 4 0 1 U1477.009.221 I D F I R M L I C E N S E N U M B E R 1 0 4 4 9 - 0 N.T.S.9 N.T.S.1 N.T.S.2 N.T.S.4 N.T.S.10 N.T.S.7 N.T.S.8 N.T.S.6 N.T.S.3 N.T.S.5 N.T.S.11 N.T.S.12 N.T.S.13 06/19/2023 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 4 : 5 9 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t M0 0 1 ME C H A N I C A L C O V E R SH E E T Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents MECHANICAL SHEET INDEX M001 MECHANICAL COVER SHEET M101 LEVEL 1 MECHANICAL PLAN M105 ROOF MECHANICAL PLAN M501 MECHANICAL DETAILS M601 MECHANICAL SCHEDULES ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, W ORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. PIPING LEGEND NOTE: ALL ABBREVIATIONS MAY NOT BE USED.1 THE MECHANICAL DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT & EXTENT OF THE MECHANICAL SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE & OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. 2 MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 3 THE DRAWINGS & SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER & SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE & NOT THE OTHER BEING FURNISHED & INSTALLED AS THOUGH SHOWN & CALLED OUT IN BOTH. 4 THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, & ALL OTHER APPLICABLE CITY, COUNTY, STATE, & FEDERAL CODES & REGULATIONS IN EFFECT. 5 THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO ANY CODES, RULES, REGULATIONS & REQUIREMENTS OF THE BUILDING OWNER. 6 PRIOR TO FABRICATION & INSTALLATION OF ANY MECHANICAL COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 7 THE SPACE ABOVE ALL CEILINGS IS LIMITED. CAREFUL COORDINATION IS REQUIRED WITH ALL TRADES BEFORE ANY PIPE, DUCT, OR EQUIPMENT IS ORDERED & OR INSTALLED. ANY CONFLICTS &/OR CHANGES FOUND DURING INSTALLATION THAT RESULTS FROM THE LACK OF COORDINATION BY THE CONTRACTORS DURING THE SHOP DRAWING PROCESS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 8 ALL MECHANICAL INFORMATION IS NOT SHOWN ON THE MECHANICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENT. 9 THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW & USE, WHERE APPROPRIATE, ALL THE MECHANICAL DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE MECHANICAL SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10 THE STRUCTURE SHOWN ON ALL DETAILS MAY OR MAY NOT PERTAIN TO A PORTION OR ANY PORTION OF THE BUILDING. COORDINATE ALL MOUNTING REQUIREMENTS WITH ARCHITECTURAL & STRUCTURAL DRAWINGS. 11 ANY PART OF THE MECHANICAL INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING DIFFUSERS & GRILLES. 13 CONTRACTOR SHALL OPERATE THE SYSTEM & DEMONSTRATE ALL ASPECTS OF THE SYSTEM TO THE ENGINEER &/OR OWNER TO PROVE ALL SYSTEMS ARE OPERATIONAL. 14 DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT REDLINED RECORD DRAINING AT THE PROJECT SITE. ALL CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, & ACCESSORIES SHALL BE RECORDED. THESE REDLINED DRAWINGS SHALL BE GIVEN TO THE ARCHITECT/ENGINEER AFTER THE FINAL INSPECTION IN ACCORDANCE WITH SPECIFICATIONS. 1 ALL CAPACITIES ARE AT JOB SITE CONDITIONS & ARE MINIMUM CAPACITY. 2 ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED TO CONFORM WITH LOCAL SEISMIC REQUIREMENTS & THE REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS. 3 VERIFY ALL REQUIRED SERVICE CONNECTIONS, INCLUDING ELECTRICAL CHARACTERISTICS FOR ALL EQUIPMENT PRIOR TO ORDERING EQUIPMENT. 4 ALL EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL MEMBERS. 5 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 6 ALL SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. 7 AIR INLETS & OUTLETS SHALL BE OF THE SAME MANUFACTURER. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HVAC EQUIPMENT CHECK-IN, SAFEKEEPING, & DAMAGE. SOLENOID VALVES BUTTERFLY VALVE FLOAT AND THERMOSTATIC TRAP ANCHOR CAPPED PIPE UNION 90 DEG TEE DOWN 90 DEG TEE UP 90 DEG ELBOW DOWN 90 DEG ELBOW UP REFRIGERANT FILTER DRIER REFRIGERANT STRAINER REFRIGERANT SITE GLASS REDUCER ECCENTRIC REDUCER CONCENTRIC VICTUALIC COUPLING THERMOMETER PRESSURE GAUGE FLEXIBLE CONNECTION GAUGE COCK STRAINER MANUAL AIR VENTMAV GAS COCK EXPANSION VALVE (REFRIG.) FLOW SETTER BALANCING OR PLUG COCK VENTURI ANGLE VALVE PRESSURE REDUCING VALVE CHAIN OPERATED GATE VALVE RELIEF VALVE BALL VALVE GLOBE VALVE AUTO 3-WAY VALVE AUTO 2-WAY VALVE CHECK VALVE GATE VALVE SHUT OFF VALVE SYMBOL LEGEND SYMBOL DESCRIPTION REFERENCE AND LINE SYMBOLS HVAC SYMBOLS HUMIDISTATH TEMPERATURE SENSORS THERMOSTATT POINT OF DEMOLITION REFERENCE LINES AND SYMBOLS BREAK, ROUND BREAK, STRAIGHT NEW CONNECTION TO EXISTING CONTRACT LIMIT LINE: DASHDOT, WIDE LINE HIDDEN FEATURES LINE: HIDDEN, THIN LINE MATCHLINE INDICATORMATCH LINE SEE XX/X-XXX DIFFUSER/GRILLE INDICATORTYPE SIZE DIFFUSER/GRILLE INDICATOR TYPE CFM SIZE PLUMBING FIXTURE INDICATOR EQUIPMENT INDICATOR REVISION INDICATOR KEYNOTE INDICATOR1 SPACE NUMBER100 ELEVATION OR SECTION INDICATOR, INTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. # SHEET ELEVATION OR SECTION INDICATOR, EXTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. # SHEET DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. # SHEET SYMBOL LEGEND SYMBOL DESCRIPTION DUCT SIZE OR SHAPE TRANSITION REFERENCE AND LINE SYMBOLS DUCT WORK SINGLE LINE DOUBLE LINE DESCRIPTION 90° RADIUS ELBOW R=1.5 FLEXIBLE CONNECTION FLEXIBLE CONNECTION FC FC SMOKE DAMPER SD SD FIRE DAMPER FIRE SMOKE DAMPER EXHAUST GRILLE RETURN GRILLE ROUND FLEXIBLE DUCT SIDEWALL REGISTER SUPPLY OR RETURN ROUND CEILING DIFFUSER SQUARE OR RECTANGULAR CEILING DIFFUSER SPLITTER DAMPER COMBINATION TEE BUTTERFLY BALANCING DAMPER IN ROUND DUCTS OPPOSED BLADE BALANCING DAMPER (O.B.D.) IN RECT DUCT 90° RECTANGULAR ELBOW WITH TURNING VANES ACCOUSTICALLY LINED RECTANGULAR DUCT ROUND DUCT DOWN ROUND DUCT UP RECTANGULAR EXHAUST DUCT DOWN RECTANGULAR EXHAUST DUCT UP RECTANGULAR RETURN DUCT DOWN RECTANGULAR RETURN DUCT UP RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR SUPPLY DUCT UP SYMBOL LEGEND SYMBOL DESCRIPTION (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DP DEPTH OR DEEP EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY TEMPERATURE VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER MECHANICAL GENERAL NOTES GENERAL EQUIPMENT NOTES REFERENCE AND LINE SYMBOLS VALVES, METERS, AND GAUGES HPS HIGH PRESSURE STEAM MPS MEDIUM PRESSURE STEAM LPS LOW PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE RETURN MPC MEDIUM PRESSURE CONDENSATE RETURN LPC LOW PRESSURE CONDENSATE RETURN PC PUMP DISCHARGE TWS TEMPERED WATER SUPPLY CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HHWS HEATING HOT WATER SUPPLY HHWR HEATING HOT WATER RETURN RL REFRIGERANT LIQUID RS REFRIGERANT SUPPLY CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN D DRAIN LINE HG HOT GAS BYPASS GS GLYCOL SUPPLY GR GLYCOL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 10"x10" 4"ø 1 1 2 3 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 0 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t M1 0 1 LE V E L 1 M E C H A N I C A L PL A N Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SCALE:1/4" = 1'-0"1 LEVEL 1 MECHANICAL PLAN SHEET KEYNOTES GENERAL SHEET NOTES 1 SA AND RA DUCT UP TO RTU ON ROOF. 2 EXHAUST DUCT ROOFTOP EXHAUST FAN. 3 RUN FUTURE WATER HEATER B VENT, TERMINATE WITH MANUFACTURER'S STANDARD CAP. 1. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION WITH OTHER TRADES. 2. COORDINATE EXACT THERMOSTAT LOCATIONS WITH FURNITURE AND OWNER. 3. ALL DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS. 4. GRILLES AND DUCTWORK ARE SIZED INDEPENDENTLY. THE NECK SIZE OF GRILLES MAY NOT MATCH THE ASSOCIATED DUCT SIZE. PROVIDE TRANSITION TO GRILLES AS NECESSARY. REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 R 1 0 ' - 0 " R 1 0 ' - 0 " EF-1 RTU-1 RTU-2 1 2 3 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 1 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t M1 0 5 RO O F M E C H A N I C A L PL A N Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SHEET KEYNOTES GENERAL SHEET NOTES 1 RTU'S TO DRAIN CONDENSATE TO ROOF. 2 RUN FUTURE WATER HEATER B VENT, TERMINATE WITH MANUFACTURER'S STANDARD CAP. 3 MECHANICAL ROOFTOP EQUIPMENT TO HAVE 14" MIN CURBS. SCALE:1/4" = 1'-0"1 ROOF MECHANICAL PLAN 1. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION WITH OTHER TRADES. 2. COORDINATE EXACT THERMOSTAT LOCATIONS WITH FURNITURE AND OWNER. 3. ALL DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS. 4. GRILLES AND DUCTWORK ARE SIZED INDEPENDENTLY. THE NECK SIZE OF GRILLES MAY NOT MATCH THE ASSOCIATED DUCT SIZE. PROVIDE TRANSITION TO GRILLES AS NECESSARY. REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 ROOF CURB SUB-BASE; VARY HEIGHT TO PROVIDE LEVEL BASE FOR PREFAB ROOF CURB. WELD TO PREFAB CURB AND ROOF DECK CONSTRUCT OF STEEL WITH THICKNESS SAME AS PREFAB ROOF CURB WITH STIFFENERS AS REQUIRED. FILL WITH INSULATION PREFAB ROOF CURB WITH WOOD NAILER CONTINUOUS SEALING MATERIAL STRUCTURAL FRAMING STEEL SPACERS. WELD TO STRUCTURAL FRAMING AND ROOF DECK. METAL ROOF DECK ROOF MEMBRANE CANT STRIP GALVINIZED STEEL COUNTER FLASHING ROOFTOP UNIT CABINET ANCHOR ROOFTOP UNIT TO PREFAB ROOF CURB PER SEISMIC RESTRAINT REQUIREMENTS.NOTE: ROOFING CANT STRIP SECURE EQUIPMENT TO VIBRATION ISOLATOR SECURE FRAMING TO ROOF DECK RIGID INSULATION 2" x 12" FRAMING INVERTED GALVANIZED SHEET METAL CAP METAL ROOF DECK ENCLOSED SPRING VIBRATION ISOLATOR 3/4" PLYWOOD EQUIPMENT SECURE VIBRATION ISOLATOR TO CURB FILL INSIDE OF CURB WITH ROOF INSULATION THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 2 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t M5 0 1 ME C H A N I C A L DE T A I L S Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SCALE: NTS 1 ROOFTOP UNIT CURB DETAIL SCALE: NTS 2 EQUIPMENT CURB DETAIL REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 4 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t M6 0 1 ME C H A N I C A L SC H E D U L E S Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents TRANE (1) ALL CAPACITIES ARE RATED AT SITE ELEVATION AND AMBIENT TEMPERATURE OF 117, AND EDB OF 83, EWB 62 (2) PROVIDE ECOBEE3 THERMOSTAT WITH REMOTE TEMPERATURE SENSOR (3) 100% ECONOMIZER WITH DRY BULB CONTROL WITH LOW LEAK DAMPERS AND FAULT DETECTION DIAGNOSTICS. (4) 100% MODULATING POWERED EXHAUST FOR UNITS OVER 4 TONS (5) FOR ALL UNITS OVER 7.5 TONS PROVIDE MODULATING SUPPLY FAN MOTOR AND TWO STAGE HEATING AND COOLING. (6) SMOKE DETECTORS IN THE RETURN DUCT OF ALL UNITS OVER 2000 CFM. UNIT TO SHUTDOWN UPON SENSING SMOKE. (COORDINATE WITH AHJ PRIOR TO INSTALLATION TO CONFIRM IF NEEDED IN SUPPLY OR RETURN) - MANUFACTURER DEFAULTS TO RETURN) (7) PROVIDE WITH 14" SEISMICALLY CALCULATED SLOPED ROOF CURB WITH HOLD DOWN CLIPS. (8) PROVIDE WITH FACTORY MOUNTED CIRCUIT BREAKER SIZED IN ACCORDANCE WITH CURRENT NEC. (9) CONTRACTOR TO PROVIDE CONDENSATE DRAIN TRAP PER MANUFACTURER'S RECOMMENDATIONS. (10) PROVIDE CONDENSER COIL HAIL GUARD GRILLE. (11) ACCEPTABLE MANUFACTURERS: TRANE, CARRIER, DIAKIN OR PRIOR APPROVED EQUAL. (12) PROVIDE WITH MERV 8 FILTERS. (13) PROVIDE CO2 SENSOR TO ALLOW OUTSIDE AIR DAMPER TO SHUT WHEN READINGS INDICATE ROOM IS UNOCCUPPIED. (14) STAINLESS STEEL HEAT EXCHANGER FOR UNITS OVER 50% OUTSIDE AIR APPROVED EQUALS: REMARKS: ROOFTOP UNIT SCHEDULE LABEL TOTAL CFM TOTAL S.P. (WC)EXT. S.P. (WC) O. A. CFM COOLING CAPACITY (BTUH) HEATING CAPACITY (BTUH) WEIGHT kW MCA VOLTAGE PHASE Hz MOCP EMERGENCY POWER DISCONNECT STARTER MANUFACTURER MODEL REMARKSTOTAL SENSIBLE INPUT FURN BY ELEC FURN BY ELEC RTU-1 4000 1.00 0.00 450 122800.0 92800.0 150000.0 1500 50 208 3 60 60 Y Y Trane YHC120F3RL ALL RTU-2 4000 1.00 0.00 450 122800.0 92800.0 150000.0 1500 50 208 3 60 60 Y Y Trane YHC120F3RL ALL 1. DUCT INSULATION THERMAL RESISTANCE VALUES DETERMINED FROM 2018 IECC SECTION C403.11.1. 2. CLIMATE ZONES DETERMINED BY ASHRAE. THIS PROJECT IS IN CLIMATE ZONE XXXX. 3. ALL DUCT INSULATION SHALL HAVE ALL SERVICE JACKET MANUFACTURER FROM KRAFT PAPER, REINFORCED SCRIM, ALUMINUM FOIL, OR VINYL FILM. 4. DUCT INSULATION SHALL BE MECHANICALLY FASTENED TO DUCTS WIDER THAN 24" AND SHALL BE AFFIXED TO BOTTOM OF DUCT WITH WELDED METAL PINS AND 2" WASHERS AT 18" MAXIMUM SPACING. 5. DUCT LINER, WHERE SHOWN ON DRAWINGS, SHALL BE A MINIMUM OF 1" THICK AND SHALL HAVE A MINIMUM "R" VALUE OF 3.8. 6. DUCT LINER SHALL NOT BE SUBSTITUTED FOR DUCT WRAP UNLESS THE MINIMUM "R" VALUE OF THE DUCT LINER IS INCREASED TO VALUE NEEDED PER TABLE ABOVE. 7. DUCT DIMENSIONS SHOWN ON THE DRAWINGS ARE NET FREE AREA. WHERE DUCT LINER IS SHOWN, INCREASE METAL DUCT SIZE TO ALLOW FOR THICKNESS OF DUCT LINER. 8. TOTAL LENGTH OF FLEXIBLE DUCT FUN SHALL NOT EXCEED 3'-0". EXTEND SHEET METAL DUCT TO WITHIN 3'-0" OF THE AIR INLET OR AIR OUTLET DEVICE. 9. OFFSET OF FLEXIBLE DUCT SHALL NOT EXCEED ONE HALF OF THE DUCT DIAMETER. 10. ALL DUCT CHANGES IN DIRECTION SHALL BE MADE WITH RIGID ELBOWS OR OTHER RIGID METAL FITTINGS. 11. INDOOR DUCT INSULATION AND RELATED MATERIALS SHALL HAVE A FLAME-SPREAD INDEX OF 25 OR LESS, AND SMOKE-DEVELOPED INDEX OF 50 OR LESS WHEN TESTED TO ASTM 84. 12. OUTDOOR DUCT INSULATION AND RELATED MATERIALS SHALL HAVE A FLAME-SPREAD INDEX OF 75 OR LESS, AND SMOKE-DEVELOPED INDEX OF 150 OR LESS WHEN TESTED TO ASTM 84. 13. ALL DUCT COVERINGS AND LININGS SHALL NOT FLAME, GLOW, SMOLDER, OR SMOKE WHEN TESTED IN ACCORDANCE WITH ASTM 411. 14. ALL MATERIALS USED AS INTERNAL INSULATION AND EXPOSED TO THE AIR STREAM IN DUCTS SHALL BE SHOWN TO BE DURABLE WHEN TESTED IN ACCORDANCE WITH UL 181. NOTES FLEXIBLE DUCT BUILDING INTERIOR MINERAL-FIBER BLANKER POLYETHYLENE INNER AND OUTER JACKET 6.0 6.0 NONE BUILDING EXTERIOR (OUTSIDE BUILDING INSULATION) MINERAL-FIBER BLANKET 8.0 12.0 NONEOUTSIDE AIR BUILDING INTERIOR, CONCEALED OR EXPOSED MINERAL-FIBER BLANKET 6.0 6.0 NONE EXHAUST AIR ALL NONE --- --- --- BUILDING EXTERIOR (OUTSIDE BUILDING INSULATION) MINERAL-FIBER BLANKET 8.0 12.0 ALUMINUM BUILDING INTERIOR, EXPOSED, OUTSIDE CONDITIONED SPACE MINERAL-FIBER BLANKET 6.0 6.0 NONERETURN AIR BUILDING INTERIOR, CONCEALED MINERAL-FIBER BLANKET 6.0 6.0 NONE BUILDING EXTERIOR (OUTSIDE BUILDING INSULATION) MINERAL-FIBER BLANKET 8.0 12.0 ALUMINUM BUILDING INTERIOR, EXPOSED, OUTSIDE CONDITIONED SPACE MINERAL-FIBER BLANKET 6.0 6.0 NONESUPPLY AIR BUILDING INTERIOR, CONCEALED MINERAL-FIBER BLANKET 6.0 6.0 NONE CLIMATE ZONES 1-4 CLIMATE ZONES 5-8 DUCT SYSTEM DUCT LOCATION INSULATION MATERIALS MINIMUM THERMAL RESISTANCE ("R") FIELD APPLIED JACKET DUCT INSULATION REQUIREMENTS PENN BARRY LOREN COOK TWIN CITY GREENHECK BROAN (1) ALL ALUMINUM CONSTRUCTION (2) BACKDRAFT DAMPER (3) INTEGRAL THERMAL OVERLOAD PROTECTION (4) SPRING CEILING MOUNTED VIBRATION ISOLATOR (5) DISCONNECT SWITCH (6) CAPACITY AT JOB SITE ELEVATION (7) CEILING RADIATION DAMPER (8) CONTROLLED BY WALL SWITCH (9) CONTROLLED BY OCCUPANCY SENSOR APPROVED EQUALS: REMARKS: EXHAUST FAN SCHEDULE LABEL CFM STATIC PRESSURE WEIGHT HP VOLTAGE PHASE Hz STARTER MANUFACTURER MODEL REMARKS FURN BY ELEC EF-1 300 0.50 in-wg 26 .1 115 1 60 Y Greenheck G-80-_ ALL REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 SYMBOL DESCRIPTION MISC. SYMBOL LEGEND PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION C.B.CATCH BASIN M.H.MANHOLE W.H.WALL HYDRANT H.B.HOSE BIBB CLEANOUT TO GRADE FLOOR CLEANOUT WALL CLEANOUT 1/2 GRATE 3/4 GRATE FULL GRATE # SHEET DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. # SHEET ELEVATION OR SECTION INDICATOR, EXTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. ROOM OR SPACE NUMBER.100 KEYNOTE INDICATOR.1 REVISION INDICATOR. EQUIPMENT INDICATOR.CU-1 PLUMBING FIXTURE INDICATOR.P- DIFFUSER/GRILLE INDICATOR. TYPE CFM SIZE DIFFUSER/GRILLE INDICATOR.TYPE SIZE BREAK, STRAIGHT BREAK, ROUND. MATCH LINE INDICATOR HIDDEN FEATURES LINE: HIDDEN, THIN LINE. CONTRACT LIMIT LINE: DASHDOT, WIDE LINE. EXISTING NEW CONNECTION POINT TO IRRIGATION WATERIW EVAC EVACUATION CARBON DIOXIDECO2 NITROUS OXIDENO MA MEDICAL AIR N NITROGEN O OXYGEN COMPRESSED AIRCA VAC VACUUM LPG PROPANE G GAS CHILLED WATER RETURNCHWR CHILLED WATER SUPPLYCHWS SANITARY SEWERSS EXISTING PIPE TO BE REMOVED(E) (E)EXISTING PIPE NON POTABLE WATER/ VENT THRU ROOFVTR SECONDARY RAINWATERSRW RAINWATERRW AW ACID WASTE 160° HOT WATER RETURN160R 160° HOT WATER160 180° HOT WATER RETURN180R DOMESTIC HOT WATER RECIRC (DHWR) DOMESTIC HOT WATER (DHW) AV ACID VENT VENT (V) GREASE WASTE (GW) SANITARY SEWER (SS) 180°F HOT WATER180 SD STORM DRAIN PLUMBING PIPING LEGEND SYMBOL DESCRIPTION FP FIRE PROTECTION LOW PRESSURE STEAMLPS CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN DOMESTIC COLD WATER (DCW) GLYCOL SUPPLYGS GLYCOL RETURNGR HEATING HOT WATER RETURNHHWR HEATING HOT WATER SUPPLYHHWS THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 6 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P0 0 1 PL U M B I N G C O V E R SH E E T Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DP DEPTH OR DEEP EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY TEMPERATURE VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER 1 THE PLUMBING DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF THE PLUMBING SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 2 THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH. 3 THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, AND ALL OTHER APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS IN EFFECT. 4 THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO ANY CODES, RULES, REGULATIONS AND REQUIREMENTS OF THE BUILDING OWNER. 5 PRIOR TO FABRICATION AND INSTALLATION OF ANY PLUMBING COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PLUMBING WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 6 ALL PLUMBING INFORMATION IS NOT SHOWN ON THE PLUMBING DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS. 7 THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND USE, WHERE APPROPRIATE, ALL THE PLUMBING DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE PLUMBING SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8 ANY PART OF THE PLUMBING INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9 PROVIDE PROPER PROVISIONS FOR EXPANSION, CONTRACTION, OR MOVEMENT OF ALL PIPING. 10 PROVIDE LARGE ENOUGH PIPE SLEEVES THROUGH WALL OR FLOOR TO ALLOW FOR ANTICIPATED DIFFERENTIAL MOVEMENT. 11 ALL PIPING SHALL BE SUPPORT WITH CLEVIS HANGERS (MSS TYPE 1). PERFORATED METAL STRAPS OR PLASTIC STRAPPING (PLUMBER TAPE) SHALL NOT BE USED TO SUPPORT OR BRACE ANY PIPE. 12 PROVIDE PIPE HANGERS WITHIN 18-INCHES OF ALL CHANGES OF DIRECTION. 13 PROVIDE SWAY BRACING FOR ALL PIPING 4” AND LARGER AT ALL CHANGES IN DIRECTION GREATER THAN 45-DEGREES. 14 ALL STEEL CLEVIS HANGERS USED TO SUPPORT COPPER PIPING SHALL BE COPPER OR PLASTIC COATED. 15 COPPER PIPING SHALL NOT COME IN CONTACT WITH FIRE TREATED LUMBER. PROVIDE ½” THICK SLIP-ON CLOSED CELL INSULATION WHERE COPPER PIPING IS ADJACENT TO FIRE TREATED LUMBER. CLOSED CELL INSULATION SHALL EXTEND A MINIMUM OF 1-1/2” PAST LUMBER. 16 ALL EXPOSED PIPING SHALL BE INSTALLED IN A NEATLY ARRANGED MANNER PARALLEL TO THE BUILDING STRUCTURE. 17 ALL EXPOSED DOMESTIC WATER PIPE IN OCCUPIED SPACES SHALL BE POLISHED CHROME PLATED. 18 ALL EXPOSED DRAINAGE PIPING IN OCCUPIED SPACES INCLUDING TRAPS UNDER SINKS SHALL BE POLISHED CHROME PLATED. 19 DRAWINGS SHOW GENERAL ARRANGEMENT OF THE DRAIN WASTE AND VENT SYSTEM WITH THE REQUIRED CLEANOUTS. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL CLEANOUTS AS REQUIRED BY THE PLUMBING CODE. 20 ALL SANITARY DRAINAGE SYSTEM PIPING 3” AND LARGER SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/8” PER FOOT. 21 ALL SANITARY DRAINAGE SYSTEM PIPING SMALLER THAN 3” SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/4” PER FOOT. 22 SLOPE VENT SYSTEM TOWARDS DRAINAGE SYSTEM. 23 SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. 24 ALL EQUIPMENT SHALL PROVIDE THE SCHEDULED PERFORMANCE AT THE JOB SITE ELEVATION. 25 FIXTURE AND EQUIPMENT MODEL NUMBERS SHOWN IN PLUMBING FIXTURE SCHEDULE AND PLUMBING EQUIPMENT SCHEDULE ARE SHOWN TO ESTABLISH THE TYPE OF PRODUCT THAT SHALL BE USED. THE SELECTED PRODUCT SHALL MEET THE SCHEDULED PERFORMANCE DATA SHOWN ON THE SCHEDULE EVEN IF A DIFFERENT MODEL IS SUPPLIED THAT IS DIFFERENT THAN THAT SCHEDULED. 26 ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER’S INSTALLATION INSTRUCTIONS. PROVIDE ALL NECESSARY FITTINGS, TRANSITIONS, VALVES AND OTHER DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 27 SEE “PLUMBING FIXTURE SCHEDULE” FOR INDIVIDUAL TRAPS, WASTE, VENT, AND DOMESTIC WATER PIPING FOR INDIVIDUAL FIXTURES. 28 ALL PLUMBING EQUIPMENT SHALL BE LISTED AND LABELED BY AN APPROVED TESTING AGENCY. 29 FIXTURES, EQUIPMENT AND PIPING INSTALLATION SHALL MEET NSF STANDARDS. PLUMBING GENERAL NOTES PLUMBING SHEET INDEX P001 PLUMBING COVER SHEET P100 UNDERGROUND PLUMBING PLAN P201 LEVEL 1 PLUMBING PLAN P202 ROOF PLUMBING PLAN P501 PLUMBING DETAILS P601 PLUMBING SCHEDULES SOLENOID VALVES BUTTERFLY VALVE FLOAT AND THERMOSTATIC TRAP ANCHOR CAPPED PIPE UNION 90 DEG TEE DOWN 90 DEG TEE UP 90 DEG ELBOW DOWN 90 DEG ELBOW UP REFRIGERANT FILTER DRIER REFRIGERANT STRAINER REFRIGERANT SITE GLASS REDUCER ECCENTRIC REDUCER CONCENTRIC VICTUALIC COUPLING THERMOMETER PRESSURE GAUGE FLEXIBLE CONNECTION GAUGE COCK STRAINER MANUAL AIR VENTMAV GAS COCK EXPANSION VALVE (REFRIG.) FLOW SETTER BALANCING OR PLUG COCK VENTURI ANGLE VALVE PRESSURE REDUCING VALVE CHAIN OPERATED GATE VALVE RELIEF VALVE BALL VALVE GLOBE VALVE AUTO 3-WAY VALVE AUTO 2-WAY VALVE CHECK VALVE GATE VALVE SHUT OFF VALVE SYMBOL LEGEND SYMBOL DESCRIPTION REFERENCE AND LINE SYMBOLS VALVES, METERS, AND GAUGES REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 GI-1 4"ø SS 4"ø SS COTG 2"ø DCW 1 1/2"ø NG 2"ø V 2"ø V UP 2"ø V 2"ø DCW UP 4"ø GW 1/2"ø DCW 1 2 3 4 5 6 1 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 8 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P1 0 0 UN D E R G R O U N D PL U M B I N G P L A N Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SHEET KEYNOTES GENERAL SHEET NOTES 1 DCW LINE CONTINUED BY CIVIL. 2 4" SANITARY INVERT @ BUILDING WALL = -3.87' BELOW FINISHED GRADE. CONTINUED BY CIVIL. 3 4" GREASE WASTE INVERT @ BUILDING WALL = -3.87' BELOW FINISHED GRADE. 4 CAP LINE FOR FUTURE USE. 5 CAP GREASE PIPE FOR FUTURE USE. 6 CONTINUED BY CIVIL. 1. PLUMBING CONTRACTOR TO COORDINATE INSTALLATION WITH OTHER TRADES. 2. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL CONTRACTOR. 3. ALL PIPING THROUGH A FOUNDATION WALL TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE. SEAL WITH CAULK OR FOAM. SCALE:1/4" = 1'-0"1 UNDERGROUND PLUMBING PLAN REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 3/4"ø DCW 1 1/2"ø DCW 1 1/2"ø DCW 2"ø V 3"ø V 2"ø V 2"ø V HYD HYD 1/2"ø DCW 3/4"ø DCW 3"ø V UP COTG GI-1 2"ø DCW DN 1/2"ø DCW 1/2"ø DCW DN 1 1/2"ø NG UP 1"ø NG UP 1"ø NG UP 1 1/2"ø NG 1"ø NG 1 1/4"ø NG 1 1/4"ø NG1"ø NG RPZ FS 2 3 4 BP-1 3"ø V UP3"ø V UP3"ø V UP HYD 1 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 0 9 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P2 0 1 LE V E L 1 P L U M B I N G PL A N Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SHEET KEYNOTES GENERAL SHEET NOTES 1 DCW LINE CONTINUED BY CIVIL. 2 VALVE AND CAP WATER PIPE FOR FUTURE USE. 3 DCW RUN IN CEILING. 4 CAP LINE FOR FUTURE USE. 1. PLUMBING CONTRACTOR TO COORDINATE INSTALLATION WITH OTHER TRADES. 2. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL CONTRACTOR. 3. ALL PIPING THROUGH A FOUNDATION WALL TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE. SEAL WITH CAULK OR FOAM. SCALE:1/4" = 1'-0"1 LEVEL 1 PLUMBING PLAN SCALE:1/4" = 1'-0"2 DUMPSTER ENCLOSURE REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 OVERFLOW THROUGH PARAPET 3"ø V DN 1"ø NG DN 1"ø NG DN SCUPPER TO DOWNSPOUT, CONTINUED BY CIVIL 1 3"ø V DN 3"ø V DN 3"ø V DN THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 1 1 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P2 0 2 RO O F P L U M B I N G PL A N Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SHEET KEYNOTES GENERAL SHEET NOTES 1 RTU'S TO DRAIN CONDENSATE TO ROOF. SCALE:1/4" = 1'-0"1 ROOF PLUMBING PLAN 1. PLUMBING CONTRACTOR TO COORDINATE INSTALLATION WITH OTHER TRADES. 2. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL CONTRACTOR. 3. ALL PIPING THROUGH A FOUNDATION WALL TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE. SEAL WITH CAULK OR FOAM. REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 CHECK VALVE/ STRAINER INLET TEST COCK (TYP.) SHUT-OFF VALVE SHUT-OFF VALVE OUTLET ROUTE DRAIN TO NEAREST DRAIN OR MOP SINK AIR GAP (SIZE AS SHOWN PVC PIPE CONCRETE PAD 4" PVC PIPE 4" PVC PVC CLEANOUT PLUG 12" X 12" X 6" THICK FINISHED GRADEHEAVY DUTYC.I. COVER AND FRAME ON PLANS) FINISHED FLOOR PVC CLEANOUT PLUG AND FERRULE WASTE PIPING WYE 1/8" BEND HEAVY DUTY ACCESS FRAME AND COVER TOP OF COVER SHALL BE FLUSH W/TOP OF FLOOR. TRAP GUARD BY PROSET OR EQUAL METER GAS FLOW FROM MAIN GROUND LEVEL PLUG COCK REGULATOR BYPASS 'T' UNISTRUT TYPE BRACKET ASSEMBLY IS RECOMMENDED INTO PROTECTED STRUCTURE WALL LOCATION OF FUTURE EARTHQUAKE ACTUATED AUTOMATIC GAS SHUT OFF VALVE CONTINUOUS SEALANT MINIMUM 12" TO TOP OF ROOF METAL DECK RIGID INSULATION ROOFING MEMBRANE MEMBRANE HORIZONTAL FLASHING METAL COLLAR VERTICAL FLASHING MEMBRANE DRAW BAND CONTINUOUS SEALANT VENT CONTINUOUS SEALANT ROOF PIPE SUPPORT SEE DETAIL ROOF LINE 10X PIPE DIA. (MIN.) FULL SIZE CAPPED TEE DIRT LEG RUBBER GROMMET RUN GAS LINE FULL SIZE FLEXIBLE PIPING EQUIPMENT FULL SIZE CAPPED INSPECTION TEE VENT TUBE CONNECTOR WITH 1/4" TUBING GAS COCK GAS PRESSURE REGULATOR THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 1 2 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P5 0 1 PL U M B I N G D E T A I L S Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents SCALE: NTS 1 BACKFLOW PREVENTER DETAIL SCALE: NTS 2 CLEANOUT TO GRADE (PVC) SCALE: NTS 3 FLOOR CLEANOUT SCALE: NTS 4 FLOOR DRAIN SCALE: NTS 5 GAS METER DETAIL SCALE: NTS 6 VENT THRU ROOF SCALE: NTS 7 *Gas Piping (Regulator) Outdoor REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 83 7 J E F F E R S O N B L V D WE S T S A C R A M E N T O , C A 9 5 6 9 1 07/12/2021 3/ 2 8 / 2 0 2 3 1 1 : 1 5 : 1 4 P M C: \ U s e r s \ j m m \ D o c u m e n t s \ 2 2 0 4 6 4 - M e c h C e n t r a l _ j m m U L A U A .r v t P6 0 1 PL U M B I N G SC H E D U L E S Pr o j e c t N u m b e r Au t h o r Ch e c k e r ST A R B U C K S RE X B U R G I D A H O Ow n e r 50% Construction Documents REFER TO PLUMBING SPECIFICATIONS FOR COMPLETE FIXTURE COMPONENTS PLUMBING FIXTURE SCHEDULE LABEL DESCRIPTION WASTE TRAP VENT CW HW MANUFACTURER MODEL REMARKS COTG CLEANOUT TO GRADE 4" --- 0" 0" 0" ZURN Z1400 SERIES SIZE TO MATCH PIPE BEING SERVED FS FLOOR SINK 3" 3" 2" 0" 0" ZURN Z1900-2 PROVIDE HALF GRATE GI-1 GREASE INTERCEPTOR 4" 2" 0" 0" SHIER GB-75 INCLUDE SAMPLING PORT AND NECESSARY RISERS HYD LOCKABLE HOSE BIB, FREEZELESS 0" 0" 1/2" 0" RPZ REDUCED PRESSURE BACKFLOW PREVENTOR 0" --- 0" 1 1/2" 0" WATTS LF009 SERIES 2. FOR DIRECT-BURIED HEATING AND HOT WATER PIPING, REDUCTION OF THICKNESSES BY 1 1/2" SHALL BE PERMITTED, BUT NOT LESS THAN 1 INCH 1. FOR PIPING SMALLER THAN 1 1/2" INCHES AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKENESS BY 1" SHALL BE PERMITTED, BUT NOT TO A THICKNESS LESS THAN 1 INCH. NOTES: < 40 0.20 - 0.26 50 0.5 1.0 1.0 1.0 1.5 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 105 - 140 0.21 - 0.28 100 1.0 1.0 1.5 1.5 1.5 141 - 200 0.25 - 0.29 125 1.5 1.5 2.0 2.0 2.0 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 251 - 350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 CONDUCTIVIT Y (BTU / IN.) MEAN RATING TEMPERATURE (F)< 1 1 to < 1 1/2 1 1/2 to < 4 4 to < 8 > 8 FLUID OPERATING TEMPERATURE RANGE AND USAGE (F) INSULATION CONDUCTIVITY NOMINAL PIPE SIZE (inches) MINIMUM PIPE INSULATION THICKNESS (in inches) IECC TABLE C403.11.3 <varies> PIPE VELOCITY (FEET / SECOND): 8 2018 INTERNATIONAL PLUMBING CODE - FIGURE E103.3(5) PIPE FRICTION (PSI / 100 FT): 6 PIPE SIZE (WATER SUPPLY TO BUILDING): 1.5 20185 INTERNATIONAL PLUMBING CODE - TABLE E103.3(3) ESTIMATED DEMAND (GPM): 42 DOMESTIC COLD WATER DEMAND TOTAL EQUIPMENT OCCUPANCY TYPE OF SUPPLY CONTROL QUANTITY COMBINED WATER SUPPLY FIXTURE UNITS (WSFU) TOTAL WATER SUPPLY FIXTURE UNITS (WSFU) KITCHEN SINK HOTEL, RESAURANT FAUCET 1 4 4 KITCHEN SINK PRIVATE FAUCET 2 1.4 2.8 LAVATORY PRIVATE FAUCET 1 0.7 0.7 LAVATORY PUBLIC FAUCET 2 2 4 SERVICE SINK OFFICES, ETC. FAUCET 1 3 3 WATER CLOSET, PUBLIC (1.6 GPF) PUBLIC FLUSHOMETER VALVE 2 10 20 TOTAL 9 34.5 TABLE 710.1(1) - BUILDING DRAINS AND SEWERS - 160 DFU'S PERMITTED ON MAIN CHAPTER 7 - SANITARY DRAINAGE- REQUIRED PIPE SIZE = 2018 INTERNATIONAL PLUMBING CODE - MINIMUM SLOPE = 1/8" PER FOOT 4" BASIS FOR DESIGN SANITARY SEWER DEMAND TOTAL EQUIPMENT QUANTITY INDIVIDUAL DRAINGE FIXTURE UNIT TOTAL DRAINAGE FIXTURE UNITS FLOOR DRAINS 6 2 12 FLOOR SINKS 6 2 12 KITCHEN SINK 3 2 6 LAVATORY 3 1 3 SERVICE SINK 1 2 2 WATER CLOSET, PUBLIC (1.6 GPF) 2 4 8 TOTAL 21 43 REV. DATE DESCRIPTION 16895 P R O F E S S I O NAL ENGI N E E R L I C E NSED S TATE OF I D A H OJ A M ES M. Mc C U L L O U G H 3/28/23 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 9 : 4 1 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E0 0 1 EL E C T R I C A L C O V E R SH E E T 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET ELECTRICAL SHEET INDEX E001 ELECTRICAL COVER SHEET ES101 ELECTRICAL SITE PLAN ES102 SITE PHOTOMETRIC E101 MAIN LEVEL POWER PLAN E111 MAIN LEVEL LIGHTING PLAN E121 ROOF POWER PLAN E601 ONE-LINE DIAGRAM E602 LIGHTING SCHEDULES AND DETAILS E603 EQUIPMENT AND PANEL SCHEDULES E701 TYPICAL MOUNTING DETAILS GENERAL ELECTRICAL NOTES 1. CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS, MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS, CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE EQUIPMENT SUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHERE DISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT (WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THE INTENT OF THE DOCUMENTS SHALL BE ENFORCED. 2. OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM. A. THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS OR EQUIPMENT. B. THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OW NER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER. C. THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE.THE  INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB- SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. TECHNOLOGY SYSTEMS: THE TERM "TECHNOLOGY SYSTEMS" IS USED TO DESCRIBE ALL LOW VOLTAGE SYSTEMS GENERALLY REFERRED TO AS "SPECIAL SYSTEMS". THESE SYSTEMS INCLUDE BUT ARE NOT NECESSARILY LIMITED TO ALL SYSTEMS WHICH UTILIZE VOLTAGES OF LESS THAN 71 VOLTS SUCH AS SOUND SYSTEMS, VIDEO SYSTEMS, TV SYSTEMS, SECURITY SYSTEMS, VOICE AND DATA CABLING SYSTEMS, ETC... ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. 1P SINGLE POLE 1PH SINGLE-PHASE 1WAY ONE-WAY 2/C TWO-CONDUCTOR 2WAY TWO-WAY 3/C THREE-CONDUCTOR 3WAY THREE-WAY 4OUT QUADRUPLE RECEPTACLE OUTLET 4PDT FOUR-POLE DOUBLE THROW 4PST FOUR-POLE SINGLE THROW 4W FOUR-WIRE 4WAY FOUR-WAY A ABOVE COUNTER AC ARMORED CABLE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY ALUM ALUMINUM AMP AMPERE ANN ANNUNCIATOR AP ACCESS POINT (WIRELESS DATA) AR AS REQUIRED ASC AMPS SHORT CIRCUIT ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAGE BB XFMR BUCK-BOOST TRANSFORMER BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE C CEILING MOUNTED CAT CATEGORY CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CCBA CUSTOM COLOR AS SELECTED BY ARCHITECT CCTV CLOSED CIRCUIT TELEVISION CF/CI CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED/ OWNER INSTALLED CFBA CUSTOM FINISH AS SELECTED BY ARCHITECT CKT CIRCUIT CM CONSTRUCTION MANAGER CND CONDUIT CO CONVENIENCE OUTLET COR CONTRACTING OFFICER'S REPRESENTATIVE CP CONTROL PANEL CT CURRENT TRANSFORMER CTV CABLE TELEVISION CU COPPER dBA UNIT OF SOUND LEVEL DPDT DOUBLE POLE, DOUBLE THROW DS DISCONNECT SWITCH E ENHANCED EA EACH EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRIC NONMETALLIC TUBING EPO EMERGENCY POWER OFF EQUIP EQUIPMENT ER EQUIPMENT ROOM EX EXISTING F FURNITURE MOUNTED FA FIRE ALARM FCP FIRE ALARM CONTROL PANEL FLA FULL LOAD AMPS FMC FLEXIBLE METAL CONDUIT FOB FREIGHT ON BOARD FPP FIBER PATCH PANEL FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEN GENERATOR GFCI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION GIG GIGA HERTZ GND GROUND HD HEAVY DUTY HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSE POWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HV HIGH VOLTAGE HWM HORIZONTAL WIRE MANAGEMENT HZ HERTZ I/O INPUT/ OUTPUT IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT IN/IS INSULATED/ ISOLATED IR INFRARED J-BOX JUNCTION BOX kV KILOVOLT kVA KILOVOLT AMPERE SYMBOL DESCRIPTION SYMBOLS LEGEND REFERENCE AND LINE SYMBOLS DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E-501 INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. A5 E-501 ROOM IDENTIFIER WITH ROOM NAME AND NUMBER. ROOM NAME 100 KEYNOTE INDICATOR.1 REVISION INDICATOR.1 CU-1 EQUIPMENT INDICATOR. BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING BREAK, ROUND MECHANICAL EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XMDP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. XMDP X-X WIRING METHODS SYMBOL DESCRIPTION SYMBOLS LEGEND WIRING. BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS.A-1,3,5 BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. NUMBER IN BOX REFERS TO THE CONDUCTOR AND CONDUIT SCHEDULE. A-1,3,5 1 LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE. CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK. CONDUCTOR & CONDUIT ("CC") SCHEDULE INDICATOR. REFER TO ONE-LINE DIAGRAM.1 JUNCTION BOX.J JUNCTION BOX, CEILING.CJ MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR REQUIREMENTS. ELECTRICAL POWER AND DISTRIBUTION CIRCUIT BREAKER, MOLDED CASE (ONE-LINE DIAGRAM). MOTOR. TRANSFORMER (ONE-LINE DIAGRAM). PANELBOARD WITH MAIN LUGS ONLY. BUS SIZE AND PHASE AS SHOWN (ONE-LINE DIAGRAM). 225/3 "1H" PANELBOARD WITH SUB FEED LUGS (ONE-LINE DIAGRAM). 225/3 225/3 "1H" "1H" CT CABINET PER UTILITY'S REQUIREMENTS (ONE-LINE DIAGRAM). DISCONNECT SWITCH, FUSED. DISCONNECT SWITCH, UNFUSED. PUSHBUTTON. PUSHBUTTONS, MOTOR CONTROL. PANELBOARD CABINET, FLUSH MOUNTED. PANELBOARD CABINET, SURFACE MOUNTED, 1 SECTION. PANELBOARD CABINET, SURFACE MOUNTED, 2 SECTION. DP#__ DISTRIBUTION PANEL OR SWITCHBOARD. LP LIGHTING RELAY, CONTACTOR PANEL, OR DIMMING ENCLOSURE. SWITCH, TOGGLE MOTOR STARTER WITH OVERLOAD PROTECTION.ST TRANSFORMER (SEE ONE-LINE FOR SIZE) METER.M EARTH GROUND (ONE-LINE DIAGRAM). SINGLE BRANCH CIRCUIT HOME RUN TO PANELBOARD WITH DEDICATED NEUTRAL CONDUCTOR. LETTER AND NUMBER NOTATION IDENTIFY PANEL AND CIRCUIT NUMBER.A-1 DISTRIBUTION PANELBOARD, MOTOR CONTROL CENTER, PLUG-IN BUSWAY, MEDIUM VOLTAGE SWITCHBOARD (ONE-LINE DIAGRAM). "1DPHA" WIRING DEVICES RECEPTACLE, DUPLEX: NEMA 5-20R. RECEPTACLE, DUPLEX, ABOVE COUNTER: NEMA 5-20R.A RECEPTACLE, DUPLEX, CEILING: NEMA 5-20R.C DF RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, DRINKING FOUNTAIN: CONCEAL WATER COOLER RECEPTACLE BEHIND WATER COOLER. SEE MECHANICAL/PLUMBING SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS. S RECEPTACLE, DUPLEX, SWITCHED: NEMA 5-20R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WET LABEL, "WEATHERPROOF IN USE": NEMA 5-20R.W RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 5-20R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WEATHERPROOF: NEMA 5-20R.WP RECEPTACLE, QUADRAPLEX: NEMA 5-20R. RECEPTACLE, SPECIAL PURPOSE. PROVIDE RECEPTACLE TO MATCH EQUIPMENT PLUG. R RECEPTACLE, RANGE: NEMA 14-50R. FLUSH FLOOR BOX. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. FB# SWITCH, DIMMER.D SWITCH, SINGLE POLE ("x" INDICATES FIXTURES CONTROLLED). X SWITCH, DOUBLE POLE ("x" INDICATES FIXTURES CONTROLLED). X 2 SWITCH, THREE-WAY ("x" INDICATES FIXTURES CONTROLLED). X 3 SWITCH, FOUR-WAY ("x" INDICATES FIXTURES CONTROLLED). X 4 3. EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, AND COMMUNICATION SPACES): INSTALL RACEWAYS BETWEEN DECK AND STRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS. ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALL CONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLY WITH THESE REQUIREMENTS TO THE ARCHITECT. 4. SUBMITTALS: PROVIDE ORIGINAL ELECTRONIC PDF FORMAT, BOUND, BOOKMARKED (EACH SECTION AND PRODUCT), AND HIGHLIGHTED. JOB NAME AND SUBCONTRACTOR SHALL BE ON THE FRONT COVER. PREPARE INDEX OF EQUIPMENT SUBMITTED IN EACH TAB. 5. REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER. 6. ALL WORK SHALL BE DONE ACCORDING TO THE CURRENT NATIONAL ELECTRIC CODE (NEC), IBC, NFPA, AND IFC. COMPLIANCE AND FINAL APPROVAL IS SUBJECT TO THE ON SITE FIELD INSPECTION OF THE AHJ. STRUCTURED CABLING TELEPHONE, WALL MOUNTED ("X" INDICATES QUANTITY OF CABLES). X DATA CONNECTION: WIRELESS ACCESS POINT (WAP). REQUIRES (2) DATA DROPS PER DEVICE OUTLET, DATA COMMUNICATION ("X" INDICATES QUANTITY OF CABLES). X TELEPHONE TERMINAL BOARD, FIRE TREATED PLYWOOD PAINTED. TV DISTRIBUTION TV OUTLET. LIGHTING FIXTURE IDENTIFICATION: (W-3) INDICATES FIXTURE TYPE AS SCHEDULED. (W-3) FIXTURE IDENTIFICATION: EMERGENCY LIGHTING FIXTURE WITH BATTERY PACK AND/ OR GENERATOR AND/ OR CENTRALIZED INVERTER AND/ OR CENTRALIZED UPS CONNECTION AS INDICATED IN PLANS. (W-3E) INDICATES FIXTURE TYPE AS SCHEDULED. (W-3E) EM EMERGENCY. NL NIGHT LIGHT: DO NOT SWITCH. EGRESS DIRECTION ARROW (EXIT SIGNS). EXIT SIGN: SINGLE FACE; CEILING MOUNTED EXIT SIGN: SINGLE FACE; WALL MOUNTED EXIT SIGN: DOUBLE FACE; CEILING MOUNTED EXIT SIGN: DOUBLE FACE; WALL MOUNTED LIGHTING CONTROL OCCUPANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. OCCUPANCY SENSOR, DUAL TECHNOLOGY, WALL. VACANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. VACANCY SENSOR, DUAL TECHNOLOGY, WALL. FIRE ALARM FIRE ALARM ANNUNCIATOR PANEL.FAA FIRE ALARM CONTROL PANEL, SEMI-RECESSED.FACP CONTROL MODULE.CM MONITOR MODULE.MM FIRE ALARM MANUAL PULL STATION.F SHUT DOWN RELAY: INSTALL RELAY IN CONTROL CIRCUIT OF EQUIPMENT TO BE CONTROLLED IN THE EVENT OF A FIRE. R DETECTOR, SMOKE. DETECTOR, SMOKE, DUCT WITH HOUSING AND SAMPLING TUBE. 75 STROBE, WALL MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. WP ALARM, HORN/SPEAKER, WALL MOUNTED, WEATHERPROOF. 75 ALARM, HORN/STROBE, WALL MOUNTED, ONE ASSEMBLY. SUBSCRIPT INDICATES CANDELA RATING. FSD COMBINATION FIRE/SMOKE DAMPER. 120V POWER FROM ELECTRICAL SYSTEM. DETECTOR, CARBON MONOXIDE.CO 75 ALARM, HORN/STROBE, ONE ASSEMBLY, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. 75 ALARM, HORN, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. 75 ALARM, STROBE, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWh KILOWATT HOUR LED LIGHT EMITTING DIODE LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT LFNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LPS LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LTG LIGHTING LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MC METAL CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTION MDP MAIN DISTRIBUTION PANEL MG MOTOR GENERATOR MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION MTS MANUAL TRANSFER SWITCH NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFC NATIONAL FIRE CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OCP OVER CURRENT PROTECTION OE OWNER ELECTRONICS OF/CI OWNER FURNISHED/ CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/ OWNER INSTALLED OFP OBTAIN FROM PLANS OH DR OVERHEAD (COILING) DOOR OL OVERLOAD PB PUSHBUTTON PF POWER FACTOR PH PHASE PNL PANEL PNM PLENUM PR PAIR PS POWER SUPPLY PT POTENTIAL TRANSFORMER PTZ PAN/TILT/ZOOM QTY QUANTITY R REMOVE RCP REFLECTED CEILING PLAN RMC RIGID METAL CONDUIT RNC RIGID NONMETAL CONDUIT RPM REVOLUTIONS PER MINUTE RPP RISER PATCH PANEL RR REMOVE AND RELOCATE S/S START/STOP SCA SHORT CIRCUIT AMPS SCBA STANDARD COLOR AS SELECTED BY ARCHITECT SF SQUARE FOOT (FEET) SFBA STANDARD FINISH AS SELECTED BY ARCHITECT SPD SURGE PROTECTIVE DEVICE SPDT SINGLE POLE, DOUBLE THROW SPEC SPECIFICATION SPP STATION PATCH PANEL SPST SINGLE POLE, SINGLE THROW ST SINGLE THROW SWBD SWITCHBOARD SWGR SWITCHGEAR TL TWIST LOCK TP TELEPHONE POLE TP TWISTED PAIR TR TELECOMMMUNICATIONS ROOM TTB TELEPHONE TERMINAL BOARD TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER TYP TYPICAL UF UNDERFLOOR UGND UNDERGROUND UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT AMPERE VFC/VF D VARIABLE FREQUENCY MOTOR CONTROLLER VWM VERTICAL WIRE MANAGEMENT W/ WITH W/O WITHOUT WP WEATHERPROOF WPP WIRELESS PATCH PANEL XFMR TRANSFORMER STARTER, COMBINATION WITH DISCONNECT SWITCH. REV. DATE DESCRIPTION J J J J J J EMPLOYEE PATH TO TRASH 4 6 13 U N I V E R S I T Y B L V D GOLDEN BEAUTY DR A D A A C C E S S F R O M P U B L I C S I D E W A L K E X I S T I N G I R R I G A T I O N D I T C H STARBUCKS 2,493 SQ. FT. PATIO 425 SQ. FT. (ZX-1)(ZX-1) (ZX-1D) (ZX-1D) (ZX-2) (ZX-1D) (ZX-1) (ZX-1D) (ZX-1)(ZX-1) 1 1 2 1 1R-3 (P-37) 4 1R-2 (P-43) 4 (ZX-2) (ZX-2) (ZX-2) (ZX-2) 1 1 1 2 3 1 1 1 1 1"C 1"C 1 1 1 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 5 1 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t ES 1 0 1 EL E C T R I C A L S I T E PL A N 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET 1 THE ELECTRICAL CONTRACTOR SHALL MEET WITH AND COORDINATE WITH ALL SERVICE PROVIDERS (POWER, COMMUNICATION, CABLE/SATELLITE, ETC.)TO THE FACILITY ON SITE PRIOR TO ANY WORK BEING PREFORMED. CONFIRM WITH EACH SERVICE PROVIDER EXACT LOCATIONS EQUIPMENT AND ROUTING. COMPLY WITH ALL SERVICE PROVIDER’S CURRENT STANDARDS AND REQUIREMENTS. PROVIDE THE REQUIRED EQUIPMENT, RACEWAYS, BOXES, CABLE, ETC. AS REQUIRED BY THE SERVICE PROVIDER WEATHER SHOWN ON THE DRAWINGS OR NOT. 2 FOR ALL LIGHT FIXTURES, POLE LIGHTS, AND ALL OTHER ELECTRICAL DEVICES THE CONTRACTOR SHALL COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS WITH ARCHITECT, OWNER, ENGINEER, AND ALL OF THE CONTRACT DOCUMENTS PRIOR TO ROUGH IN AND TRENCHING. 3 CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING, BACKFILL, AND COMPACTION ASSOCIATED TO ALL ELECTRICAL UNDERGROUND RACEWAYS AND CABLES. COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS. SEE UNDERGROUND RACEWAY DETAILS FOR REQUIREMENTS FOR EACH TRENCH. 4 CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. CONTRACTOR SHALL INSTALL POLE MOUNTED LIGHTS IN STRAIGHT LINES, SQUARE, AND PLUMB. COORDINATE WITH ARCHITECT AND CIVIL DRAWINGS. 5 THE ELECTRICAL CONTRACTOR SHALL HAVE ANY AND ALL CONCRETE POLE BASES AND SLABS REVIEWED BY A STRUCTURAL ENGINEER AND SHALL MODIFY DESIGN PER STRUCTURAL ENGINEER’S AND OR AHJ’S RECOMMENDATIONS. 6 PROVIDE BATTERY PACKS IN ALL EXTERIOR FIXTURES ADJACENT TO EGRESS DOORS. 7 PROVIDE PHOTOCELL ON NORTH SIDE OF FACILITY TO CONTROL EXTERIOR LIGHTS. 8 ALL EXTERIOR RECEPTACLES SHOWN SHALL BE NEMA 5-20R GFCI “WEATHER RESISTANT” RECEPTACLE WITH “WEATHER PROOF IN-USE COVER.” 9 THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE/ASPHALT CUTTING AND REPLACEMENT OF CONCRETE/ASPHALT TO MATCH EXISTING ASSOCIATED WITH UNDERGROUND RACEWAYS PROVIDED AS PART OF THIS PROJECT. 10 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 11 PROVIDE SERVICE RATED EQUIPMENT AT EACH SERVICE ENTRANCE. 12 SERVICE EQUIPMENT SHALL BE LEGIBLY MARKED IN THE FIELD WITH THE MAXIMUM AVAILABLE FAULT CURRENT. VERIFY OR RE-CALCULATE THE AVAILABLE FAULT CURRENT AT THE SERVICE WHERE MODIFICATIONS TO THE ELECTRICAL INSTALLATION OCCUR. PLEASE INCLUDE NOTES IN THE ELECTRICAL DRAWINGS OR SUPPLY CALCULATIONS WHERE APPLICABLE. SEE NEC 110.24. (B) GENERAL SHEET NOTES SHEET KEYNOTES 1 1" CONDUIT (LABEL CONDUIT & PROVIDE PULL STRING FOR LENGTH OF CONDUIT) TO PANEL "P". 2 (2) 1" CONDUITS TO THE INTERIOR OF THE DRIVE THRU "BUMP-OUT" (LABEL CONDUIT & PROVIDE PULL STRING FOR LENGTH OF CONDUIT). 3 (3) 1" CONDUITS TO THE INTERIOR OF THE DRIVE THRU "BUMP-OUT" (LABEL CONDUIT & PROVIDE PULL STRING FOR LENGTH OF CONDUIT). SCALE:1" = 10'-0"1 ELECTRICAL SITE PLAN 0 5'10'20' REV. DATE DESCRIPTION 06.12.2023 COMMENTS EMPLOYEE PATH TO TRASH 4 6 13 U N I V E R S I T Y B L V D GOLDEN BEAUTY DR A D A A C C E S S F R O M P U B L I C S I D E W A L K E X I S T I N G I R R I G A T I O N D I T C H STARBUCKS 2,942 SQ. FT. PATIO 425 SQ. FT. 17.1 16.8 18.3 18.6 19.1 18.0 7.2 11.2 15.7 17.2 19.1 19.9 21.3 19.7 19.4 18.3 14.1 13.4 13.0 11.7 10.7 10.7 10.0 9.1 3.4 5.6 7.7 12.1 16.9 15.4 19.0 21.0 21.3 21.5 21.1 19.3 15.9 15.3 14.8 13.0 12.6 12.2 11.2 10.6 9.4 9.1 3.7 5.9 7.8 10.7 13.9 18.0 18.7 20.9 21.5 22.7 22.2 20.5 18.5 18.5 18.1 15.6 15.6 16.0 13.7 14.1 12.0 11.5 10.4 4.1 6.2 7.5 9.9 15.2 18.2 18.9 20.0 22.0 23.1 22.4 21.1 20.7 21.6 21.0 17.9 17.9 18.5 17.5 16.3 13.8 13.1 11.9 10.2 5.1 6.7 7.3 8.9 11.7 15.8 17.5 19.1 19.9 20.7 20.3 19.4 19.4 17.1 17.9 17.9 18.5 19.0 17.4 16.7 14.3 13.6 12.0 10.0 6.7 6.9 6.7 8.2 10.0 13.3 16.0 16.4 16.7 17.4 17.1 17.1 18.0 21.0 21.9 21.2 22.6 23.2 22.6 21.5 19.3 16.8 12.7 9.8 8.5 6.3 7.6 6.7 7.9 9.3 11.7 13.8 14.4 14.8 15.1 15.4 15.0 15.7 18.7 20.6 22.4 26.5 26.9 25.4 26.6 25.1 19.5 13.2 9.9 8.5 7.5 8.1 7.2 8.0 9.0 10.6 11.8 12.9 13.0 13.3 13.6 13.2 13.7 15.8 16.8 16.9 19.0 20.1 19.0 19.7 17.9 14.2 12.2 9.9 8.7 7.6 8.7 8.4 8.4 9.1 9.9 10.5 11.3 11.5 11.5 11.4 11.1 11.6 13.2 13.4 14.8 13.0 10.4 8.7 10.3 10.7 10.3 9.7 10.2 10.1 9.9 10.3 10.5 10.2 9.7 9.4 9.8 10.8 10.8 17.4 19.1 12.5 9.0 9.6 11.5 13.9 11.9 15.5 14.9 13.9 12.6 11.7 11.1 10.3 10.1 9.8 9.3 8.6 8.1 8.2 8.9 8.8 26.1 14.8 9.3 13.2 14.6 15.5 16.6 17.4 17.7 16.9 15.2 13.4 11.9 10.6 9.9 9.2 8.4 7.6 7.0 6.8 7.3 7.1 26.4 14.5 8.3 14.8 15.2 15.1 16.0 17.1 18.4 18.0 15.9 13.5 11.7 10.3 9.3 8.5 7.6 6.8 6.1 5.9 6.0 5.7 19.1 11.4 6.9 14.6 14.7 15.4 16.5 17.0 17.8 17.7 15.3 13.2 11.4 9.9 8.8 7.8 6.8 6.0 5.3 5.1 5.0 4.7 9.4 10.5 7.7 5.5 14.8 15.1 15.3 16.2 17.1 18.0 17.8 15.2 13.0 11.2 9.7 8.4 7.3 6.2 5.3 4.7 4.5 4.3 4.0 6.2 6.4 5.5 4.5 13.9 15.2 15.5 16.3 17.3 17.6 17.0 14.9 12.7 11.0 9.5 8.2 7.0 5.9 4.9 4.3 4.1 3.8 3.6 4.9 5.0 4.5 3.7 11.4 13.5 15.4 16.5 16.8 15.9 14.8 13.4 11.8 10.4 9.1 7.8 6.6 5.5 4.5 4.0 3.9 3.7 3.4 4.5 4.6 4.2 3.8 6.7 8.5 10.7 12.5 11.6 10.6 10.0 9.3 8.7 7.9 7.0 6.0 5.0 4.2 3.7 3.7 3.8 3.5 4.6 4.7 4.4 4.0 8.1 8.8 8.5 8.1 7.8 7.7 7.1 6.2 5.4 4.6 3.9 3.6 3.8 4.0 3.8 5.0 5.1 4.2 4.3 6.2 7.8 8.1 7.9 8.0 7.8 7.3 6.4 5.3 4.4 3.8 3.7 4.0 4.6 4.4 5.6 5.7 5.4 4.9 5.9 7.6 8.1 8.1 8.7 8.5 7.8 6.8 5.6 4.5 4.0 4.0 4.4 5.3 5.1 6.3 6.6 6.1 5.8 6.5 8.0 7.9 8.2 8.9 9.2 8.5 7.5 6.1 4.8 4.4 4.4 5.1 6.2 6.1 7.1 7.1 6.6 6.6 7.3 8.4 7.7 8.8 9.3 10.1 9.4 8.4 6.9 5.6 5.1 5.1 5.9 7.3 7.2 8.3 7.5 6.7 6.6 7.1 8.9 8.2 9.6 10.3 11.0 10.4 9.5 7.8 6.6 6.2 6.1 6.8 8.6 8.6 9.5 7.4 7.0 7.1 7.9 9.3 9.4 10.6 11.4 11.7 11.4 10.6 8.6 7.4 7.4 7.2 7.7 9.8 10.0 8.2 8.0 8.6 8.6 8.6 9.3 9.9 7.9 7.4 7.6 9.4 10.8 12.3 13.4 13.3 12.6 11.6 9.8 8.3 8.0 7.5 8.7 11.7 12.1 9.6 9.1 9.8 10.1 9.9 10.4 10.6 8.8 8.2 8.3 9.3 11.8 13.8 15.4 14.7 12.9 12.7 11.3 9.6 9.0 8.5 9.4 12.9 13.3 10.3 10.6 11.4 11.6 10.7 9.8 10.4 9.8 9.4 9.5 9.1 11.7 14.2 15.4 15.1 14.3 14.3 13.6 11.4 10.0 9.1 9.2 13.4 14.5 11.3 11.9 12.5 12.0 10.4 9.6 10.7 11.3 11.0 9.6 8.8 11.7 14.6 15.5 15.6 15.0 15.6 16.3 12.9 10.5 9.5 10.5 13.9 14.9 12.8 12.4 12.2 11.6 10.9 10.5 12.0 12.5 10.6 11.5 14.8 15.9 16.3 15.8 17.8 18.0 13.7 11.9 10.1 10.5 13.0 14.2 12.8 11.9 12.2 12.0 11.8 13.3 13.1 11.6 9.3 16.3 17.0 19.1 20.6 17.6 13.9 11.4 11.4 13.1 13.9 12.5 11.6 12.0 13.1 11.7 14.0 12.4 9.8 8.4 17.4 18.0 18.9 19.6 18.3 14.3 13.6 13.6 12.5 14.6 12.4 11.6 12.4 14.7 14.4 10.0 10.2 9.1 18.3 18.2 19.3 17.7 14.6 18.3 16.4 14.6 11.0 15.1 13.8 13.5 14.1 14.0 12.4 9.6 9.4 8.8 16.7 18.2 18.7 17.7 15.5 16.6 16.1 13.2 12.8 13.4 13.5 14.1 13.5 11.8 10.4 9.7 9.0 17.7 16.2 15.2 15.0 15.0 13.8 12.8 12.6 12.5 12.0 11.1 10.0 9.5 14.6 14.5 14.1 12.7 11.3 10.1 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 4 1 : 1 2 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t ES 1 0 2 PH O T O M E T R I C S I T E PL A N 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET SCALE:NTS PHOTOMETRIC SITE PLAN1 REV. DATE DESCRIPTION M"P" "1R" 2 SECTION PANEL PROVIDE (2) SEPARATE PANELS, ADJACENT TO EACH OTHER WITH 400A FEEDER OFF OF SUBFEED LUGS BETWEEN PANELS 8 CIRCUIT WATTSTOPPER PEANUT PANEL CT METER PER IDAHO POWER REQUIREMENTS & 400/3 SERVICE DISCONNECT B B D D F F J J 11 44 55 22 33 G G H H C C E E A A 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 2 7 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E1 0 1 MA I N L E V E L P O W E R PL A N 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET GENERAL SHEET NOTES SHEET KEYNOTES SCALE:1/4" = 1'-0"1 MAIN LEVEL POWER PLAN 0 2'4'8' REV. DATE DESCRIPTION (OC32E) (OC32)(OC32E) (OC32E) (OC32) (OC32) (OC32E)(OC32) "P" "1R" 1R-1 (P-38) (LR4) (D6)(D6E) B B D D F F J J 11 44 55 22 33 G G H H C C E E A A (LR4)(LR4) 1 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 2 7 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E1 1 1 MA I N L E V E L L I G H T I N G PL A N 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET GENERAL SHEET NOTES SHEET KEYNOTES SCALE:1/4" = 1'-0"1 MAIN LEVEL LIGHTING PLAN 0 2'4'8' REV. DATE DESCRIPTION 06.12.2023 COMMENTS ST ST EF-1 P-11 RTU-2 P-2,4,6 RTU-1 P-1,3,5 W P-35 B B D D F F J J 11 44 55 22 33 G G H H C C E E A A 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 3 0 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E1 2 1 RO O F P O W E R P L A N 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET GENERAL SHEET NOTES SHEET KEYNOTES SCALE:1/4" = 1'-0"1 ROOF POWER PLAN 0 2'4'8' REV. DATE DESCRIPTION GROUND PER NEC #4/0 CU M 38 A SECT 2 400/3 "P" "P" 400/3 METERING ENCLOSURE "CTE" 208/120V, 3Ø, 4W 400 A MLO, 22000AIC GROUND BUS 100% NEUTRAL GROUND BUS WATERSTEELUFER GROUN D ROD NEUTRAL BUS #2/0 CU #6 CU IDAHO POWER XFMR 12470-208Y/120V 3Ø, 4W FROM IDAHO POWER SECTIONALIZER 400/3 38 A SERVICE DISCONNECT NEMA 3R ENCLOSURE 38 A BONDING STRAP 2 SECTION PANEL PROVIDE (2) SEPARATE PANELS, ADJACENT TO EACH OTHER WITH 400A FEEDER OFF OF SUBFEED LUGS BETWEEN PANELS 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 3 7 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E6 0 1 ON E - L I N E D I A G R A M 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET GENERAL SHEET NOTES 1 PROVIDE NEMA 3R ENCLOSURES FOR EQUIPMENT LOCATED OUTDOORS. REFER TO PLANS FOR EQUIPMENT LOCATIONS. 2 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 3 ALL EQUIPMENT SHALL BE CONSTRUCTED AND BRACED FOR THE SEISMIC CONDITIONS OF THE PROJECT. REFER TO ELECTRICAL SPECIFICATIONS FOR REQUIREMENTS. 4 PROVIDE PERFORMANCE TESTING FOR GROUND-FAULT PROTECTION SYSTEMS ON SITE WITH A WRITTEN RECORD OF THIS TEST SUBMITTED TO THE AUTHORITY HAVING JURISDICTION PER NEC 230.95(C). 1 CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED IN NOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED. 2 PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE. 3 PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS. 4 GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS. 5 SYMBOL SUBSCRIPTS: ** IG (E.G.) *SUBSCRIPT (NOTE 5) SCHEDULE NUMBER 5 ALUMINUM CONDUCTOR AND CONDUIT SCHEDULE SYM AMP CONDUIT SIZE CONDUCTOR (NOTE 1) IG SE NOTESQTY SIZE G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 130 2 3 2/0 4 1/0 4 2,7 22 130 2 4 2/0 4 1/0 4 2,7 23 150 2 3 3/0 4 1/0 4 2,7 24 150 2 4 3/0 4 1/0 4 2,7 25 175 2 3 4/0 4 1/0 2 2,7 26 175 2.50 4 4/0 4 1/0 2 2,7 27 200 2.50 3 250 4 1/0 2 2,7 28 200 3 4 250 4 1/0 2 2,7 29 230 2.50 3 300 2 1/0 1/0 2,7 30 230 3 4 300 2 1/0 1/0 2,7 31 250 3 3 350 2 2/0 1/0 2,7 32 250 3 4 350 2 2/0 1/0 2,7 33 310 3 3 500 1 3/0 1/0 2,7 34 310 4 4 500 1 3/0 1/0 2,7 35 380 2 EA 2.50 3 250 1 4/0 3/0 2,7 36 380 2 EA 3 4 250 1 4/0 3/0 2,7 37 400 2 EA 2.50 3 250 1/0 4/0 3/0 2,7 38 400 2 EA 2.50 4 250 1/0 4/0 3/0 2,7 39 500 2 EA 3 3 350 1/0 300 3/0 2,4,7 40 500 2 EA 3 4 350 1/0 300 3/0 2,4,7 41 620 2 EA 3 3 500 3/0 300 3/0 2,4,7 42 620 2 EA 4 4 500 3/0 300 3/0 2,4,7 43 750 3 EA 3 3 350 3/0 300 4/0 2,4,7 44 750 3 EA 3 4 350 3/0 300 4/0 2,4,7 45 810 3 EA 3 3 400 4/0 300 250 2,4,7 46 810 3 EA 4 4 400 4/0 300 250 2,4,7 47 1000 4 EA 3 3 350 4/0 300 250 4,7 48 1000 4 EA 3 4 350 4/0 300 250 4,7 49 - - - - - - - - 50 1140 4 EA 4 4 500 250 300 250 4,7 51 1240 4 EA 4 3 500 350 300 250 4,7 52 1240 4 EA 4 4 500 350 300 250 4,7 53 1620 6 EA 4 4 400 400 350 250 4,7 54 2170 7 EA 4 4 500 400 400 500 4,7 55 2695 7 EA 4 4 750 600 750 750 4,7 56 3080 8 EA 4 4 750 600 750 750 4,7 57 4235 11 EA 4 4 750 800 750 750 4,7 58 1200 5 EA 4 - - - - - 6 59 3000 10 EA 6 - - - - - 6 60 - 10 EA 4 - - - - - 6 A "2N": INCLUDE TWO NEUTRAL CONDUCTORS SIZED AS SCHEDULED FOR PHASE AND NEUTRAL CONDUCTORS WHERE THE CONDUCTOR IS #1/0 OR LARGER. INCLUDE A SINGLE 200% RATED CONDUCTOR THAT IS TWICE THE AMPACITY OF THE SCHEDULED PHASE AND NEUTRAL CONDUCTOR WHERE THE CONDUCTOR IS BELOW #1/0 IN SIZE. "CI": PROVIDE CIRCUIT INTEGRITY CABLE; TYPE TWO-HOUR FIRE RESISTIVE CABLES IN CONDUIT OR PROVIDE FEEDER ENCASED IN CONCRETE. "FG" FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING CONDUCTOR TO BE SAME SIZE AS THE PHASE CONDUCTORS. "HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC "NONLINEAR" LOADS. CURRENT CARRYING CONDUCTORS DERATED ACCORDINGLY. PROVIDE THE IG/HH SIZE FOR THE EQUIPMENT GROUNDING CONDUCTOR. "IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR) SCHEDULED ALONG WITH THE GROUND OF EQUIPMENT GROUND CONDUCTOR. "MC": PROVIDE FEEDER IN METAL-CLAD CABLE; TYPE MC IN PLACE OF SINGLE CONDUCTORS IN CONDUIT. "SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN, WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OF THE SEPARATELY DERIVED SYSTEM. "SER": PROVIDE SERVICE-ENTRANCE CABLE; TYPE SE OR SER IN PLACE OF SINGLE CONDUCTORS IN CONDUIT. A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A CONDUCTOR AND CONDUIT SCHEDULE NOTES SHEET KEYNOTES CIRCUIT AMPACITY/VOLTAGE CIRCUIT LENGTH CONDUCTOR SIZE (PHASE, NEUTRAL AND GR)CONDUIT SIZE 20A/120V 0' - 60' #12 AWG 0.75" Ø 20A/120V 60' - 95' #10 AWG 0.75" Ø 20A/120V 95' - 150' #8 AWG 1" Ø 20A/120V 150' - 240' #6 AWG 1.25" Ø 20A/277V 0' - 140' #12 AWG 0.75" Ø 20A/277V 140' - 220' #10 AWG 0.75" Ø 20A/277V 220' - 350' #8 AWG 1" Ø 20A/277V 350' - 550' #6 AWG 1.25" Ø NOTES: 1. WIRE SIZING IS BASED ON COPPER CONDUCTORS SUPPLYING A 20A, 120V CIRCUIT AT THE INDICATED VOLTAGE, ASSUMED TO BE 80% LOADED (16A), WITH MAXIMUM VOLTAGE DROP OF 3% AT THE LOAD. 2. DOWN-SIZED WIRE AT DEVICE/LOAD AS REQUIRED AND TERMINATE CONDUCTORS IN A SAFE AND CODE COMPLIANT MANNER. 3. CONDUIT SIZE IS BASED ON A MAXIMUM OF 3 CIRCUITS PER CONDUIT, EACH WITH A SEPARATE NEUTRAL CONDUCTOR. BRANCH CIRCUIT CONDUCTOR AND CONDUIT SIZING TABLE SCALE:NTS1ONE-LINE DIAGRAM - NORMAL BUS FAULT CURRENT P FAULT CURRENT TABLE PROVIDE FULLY RATED CIRCUIT BREAKERS IN PANELBOARDS FOR THE FAULT CURRENT SHOWN. SERIES RATINGS WITH NEXT LEVEL UPSTREAM OVERCURRENT PROTECTIVE DEVICES ARE PERMITTED SUBJECT TO FACTORY UL DOCUMENTATION OF SERIES RATING SUBMITTED TO ENGINEER. IF DEVICE OR EQUIPMENT FAULT CURRENT RATING IS NOT SHOWN, ASSUME 100,000 AIC. 6 RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY. 7 ALUMINUM CONDUCTORS NOT TO BE USED FOR CONNECTION TO MOTORS OR MOTOR DRIVEN EQUIPMENT. BUS FAULT CURRENT REV. DATE DESCRIPTION 3' -0" 3" C L R 6' -0" 2" C L R 15 ' -0" +/-.75" GROUT BED UNDER LIGHT POLE BASE ANCHOR BOLTS AND FULL BASE COVER PER LIGHT POLE MANUFACTURER. SEE LIGHT POLE MANUFACTURER TEMPLATE TO SET ANCHOR BOLTS INTERIOR PAINTED WITH RUST INHIBITIVE PRIMER PROVIDE IN-LINE FUSE WITH INSULATED FUSE HOLDER HERE HAND HOLE COVER SQUARE STEEL POLE PAINTED TO MATCH FIXTURE SEE FIXTURE SCHEDULE FOR FIXTURE HEAD REQUIREMENTS .75" CHAMFER ALL EXPOSED EDGES 2 SETS #4 TIES IN TOP 5" OF BASE 4 SETS #4 TIES AT 12" OC #6 .75" CONDUIT CONDUIT WITH J-BOX (TYPICAL) 8 #6 BARS VERTICAL WITH 3 SETS #4 TIES AT 18" OC EXCEPT AS NOTED ABOVE 24"Ø CONCRETE BASE 8' X .75" COPPER WELD GROUND ROD CONTRACTOR TO PROVIDE DEFFERED SUBMITTAL DESIGN FOR CONCRETE POLE BASE, CONTRACTOR SHALL REINFORCE AND CONSTRUCT PER DEFFERED SUBMITTAL 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 4 0 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E6 0 2 LI G H T I N G SC H E D U L E S A N D DE T A I L S 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET 1. SUBSTITUTIONS AND/OR EQUAL FIXTURES MUST RECEIVE APPROVAL PRIOR TO BIDDING, THEY MUST BE SUBMITTED TO THE ENGINEER NO LESS THAN 2 WEEKS PRIOR TO BID OPENING. 2. SAMPLES MUST BE PROVIDED FOR ANY AND ALL FIXTURES UPON A/E REQUEST PRIOR TO RELEASING FIXTURES. 3. ALL FIXTURES SHALL BE LISTED AND APPROVED FOR THEIR INTENDED USE AND LOCATION. 4. VERIFY THE PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. 5. COMPLY WITH THE "INTERIOR LIGHTING" SECTION OF THE SPECIFICATIONS. 6. ALL LIGHT FIXTURES TO BE EITHER "DLC" OR "LIGHTING FACTS" LISTED OR TO BE APPROVED BY ARCHITECT/ENGINEER AND OWNER. 7. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. DIAMETER HE I G H T L E N G T H WIDTH HEIGHT INTERIOR LIGHTING FIXTURE SCHEDULE GENERAL NOTES ID DESCRIPTION SIZE (NOMINAL) LUMINAIRE DRIVER MANUFACTURER (CATALOG SERIES) DELIVERED DIRECT LUMENS COLOR TEMP VOLTAGE WATTS (D6) DESCRIPTION: 6" DOWNLIGHT MOUNTING: RECESSED, CEILING FINISH: SCBA OPTICS: 35° BEAM, CLEAR REFLECTOR, MATTE DIFFUSE OPTIONS: EM: NONE LENGTH: 16" WIDTH: 11" HEIGHT: 9" DIAMETER: 6" 2,000 4000K 120/277V 27 GOTHAM (ICO6) PORTFOLIO (LD6B) LIGHTOLIER (6RNC6L) (D6E) DESCRIPTION: 6" DOWNLIGHT MOUNTING: RECESSED, CEILING FINISH: SCBA OPTICS: 35° BEAM, CLEAR REFLECTOR, MATTE DIFFUSE OPTIONS: EM: EMERGENCY BATTERY LENGTH: 16" WIDTH: 11" HEIGHT: 9" DIAMETER: 6" 2,000 4000K 120/277V 27 GOTHAM (ICO6) PORTFOLIO (LD6B) LIGHTOLIER (6RNC6L) (LR4) DESCRIPTION: TAPE LIGHT, EXTERIOR RATED MOUNTING: RECESSED FINISH: SCBA OPTICS: LOW GLOSS REFLECTOR, FLUSH LENS OPTIONS: EM: TOTAL LENGTH: 30' WIDTH: HEIGHT: 1,540 4000K 120/277V 20 QTRAN TQ1SW-5.0-40-WET-STD-60-XX/SLIM (EXTRUSION) (OC32) DESCRIPTION: EXTERIOR WALL PACK MOUNTING: WALL FINISH: SCBA OPTICS: OPTIONS: EM: NONE LENGTH: WIDTH: DEPTH: DIAMETER: 3,000 4000K 35 LITHONIA (WDGE2 LED P4 40K 80CRI VW) (OC32E) DESCRIPTION: EXTERIOR EMGERGENCY WALL PACK MOUNTING: WALL FINISH: SCBA OPTICS: OPTIONS: EM: EMERGENCY BATTERY LENGTH: WIDTH: DEPTH: DIAMETER: 3,000 4000K 35 LITHONIA (WDGE2 LED P4 40K 80CRI VW EM) 1. SUBSTITUTIONS AND/OR EQUAL FIXTURES MUST RECEIVE APPROVAL PRIOR TO BIDDING, THEY MUST BE SUBMITTED TO THE ENGINEER NO LESS THAN 2 WEEKS PRIOR TO BID OPENING. 2. SAMPLES MUST BE PROVIDED FOR ANY AND ALL FIXTURES UPON A/E REQUEST PRIOR TO RELEASING FIXTURES. 3. ALL FIXTURES SHALL BE LISTED AND APPROVED FOR THEIR INTENDED USE AND LOCATION. 4. VERIFY THE PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. 5. COMPLY WITH THE "INTERIOR LIGHTING" SECTION OF THE SPECIFICATIONS. 6. ALL LIGHT FIXTURES TO BE EITHER "DLC" OR "LIGHTING FACTS" LISTED OR TO BE APPROVED BY ARCHITECT/ENGINEER AND OWNER. 7. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. DIAMETER HE I G H T L E N G T H WIDTH HEIGHT EXTERIOR LIGHTING FIXTURE SCHEDULE GENERAL NOTES ID DESCRIPTION SIZE (NOMINAL) LUMINAIRE DRIVER MANUFACTURER BUG RATING LUMENS COLOR TEMP CRI TYPE VOLTAGE WATTS B A C K U P G L A R E (ZX-1) DESCRIPTION: SHOE-BOX STYLE, CUTOFF SINGLE HEAD MOUNTING: FINISH: SCBA OPTICS: TYPE III DISTRIBUTION OPTIONS: - WIND RATING: 100MPH EM: NONE LENGTH: 32" WIDTH: 18" DEPTH: 7" POLE HEIGHT: 15 15,750 4000K 112 LUMARK PRV-PA2A-740-U-T3 (ZX-1D) DESCRIPTION: SHOE-BOX STYLE, CUTOFF DOUBLE HEAD MOUNTING: FINISH: SCBA OPTICS: TYPE III DISTRIBUTION OPTIONS: - WIND RATING: 100MPH EM: NONE LENGTH: 32" WIDTH: 18" DEPTH: 7" POLE HEIGHT: 15 31,500 4000K 207 LUMARK PRV-PA2A-740-U-T3 (180 DEGREE HEADS ON POLE) (ZX-2) DESCRIPTION: SHOE-BOX STYLE, CUTOFF SINGLE HEAD MOUNTING: FINISH: SCBA OPTICS: TYPE III DISTRIBUTION OPTIONS: - WIND RATING: 100MPH EM: NONE LENGTH: 32" WIDTH: 18" DEPTH: 7" POLE HEIGHT: 15 15,750 4000K 112 LUMARK PRV-XL-PA3A-740-U-T3 SCALE:NTS PARKING LOT LIGHT POLE BASE DETAIL1 7 8 5 6 3 P-37 LIGHTING SITE 672 4 1 P-38 EXTERIOR LIGHTING 614 1388 LIGHTING SITE P-43 2 RELAY DIMMING PANEL CIRCUIT DESCRIPTION CONTROL CHANNEL LOAD (WATTS)CONTROL CHANNEL DESCRIPTION PANEL CIRCUIT DIMMING RELAY LOCATION: MOUNTING:SURFACE ENCLOSUR...NEMA 1 LIGHTING RELAY PANEL "1R" 1 1 REV. DATE DESCRIPTION 06.12.2023 COMMENTS 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 4 3 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E6 0 3 EQ U I P M E N T A N D PA N E L S C H E D U L E S 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE KEY E Q * ** - - - - DIVISION 26 FURNISHED WITH EQUIPMENT COORDINATE WITH THE DIVISION 23 TEMPERATURE CONTROL INSTALLER AUTOMATIC CONTROL WIRING BY DIVISION 23 NOTES: 1. NEMA 3R 2. TOGGLE SWITCH W/ THERMAL OVERLOAD. 3. PROVIDE FUSED DISCONNECT ELEVATOR POWER MODULE WITH SHUNT TRIP. 4. CONTRACTOR TO PERFORM FINAL CONNECTION TO LINE VOLTAGE THERMOSTATS. 5. TOGGLE SWITCH W/BACNET INTERFACE. 6. INDOOR UNITS FED FROM OUTDOOR UNIT. PROVIDE DISCONNECTS FOR BOTH. 7. PROVIDE SWITCH WITH BACNET MS/TP CAPABILITY. 8. PROVIDE LABEL ON DISCONNECT "DISCONNECT OUTDOOR UNIT PRIOR TO INDOOR." 9. LINE VOLTAGE THERMOSTAT ON WALL. 10. PROVIDE EXPLOSION PROOF DEVICES AND WIRING METHODS. 11. PROVIDE DUAL-REDUNDANT 100% RATED VFD'S FOR AIR HANDLER. 12. PROVIDE MANUAL STARTER WITH THERMAL OVERLOAD AND RELAY FOR ATC/BAS CONTROL. GENERAL NOTES: 1. WHERE DISCONNECTS, STARTERS, OR VFCs ARE BEING PROVIDED BY ELECTRICAL CONTRACTOR, LOCATE EQUIPMENT IN ACCESSIBLE LOCATION, SUCH THAT IT IS WITHIN SITE OF THE MECHANICAL EQUIPMENT IT IS SERVING, AND COMPLIES WITH N.E.C. REQUIRED CLEARANCES. MARK QTY ITEM DESCRIPTION LOAD DATA WIRE AND CONDUIT SIZE OVERCURRENT PROTECTION DISCONNECT STARTER NOTES MARKHP kW MCA FLA VOLT PH Hz FURN BY DEVICE LOCATION FURN BY DEVICE LOCATION FURN BY DEVICE SIZES SELECTOR SWITCH PILOT LAMP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT PHASE FAILURE RELAY EF-1 1 EXHAUST FAN 1/4 - - 5.8 120 1 60 2 #12, 12 GR 0.75" CND E 20/1 CB P E TOGGLE SWITCH P Q - - - - - - - EF-1 RTU-1 1 ROOF TOP UNIT - - 50 208 3 60 3 #4, #8 GR 1.25" CND E 70/3 CB P E TOGGLE SWITCH P Q - - - - - - - RTU-1 RTU-2 1 ROOF TOP UNIT - - 50 208 3 60 3 #4, #8 GR 1.25" CND E 70/3 CB P E 60A/3P FRN-60 P Q - - - - - - - RTU-2 BKR: GF=GFCI, GF3=30mA GFCI CAPABLE OF BEING LOCKED OUT IN OPEN POSITION, IG=ISOLATED GROUND, AF=AFCI, ST=SHUNT TRIP, RED=PROVIDE RED COLORED BREAKER, AF=ARC FAULT CURRENT INTERRUPTER, GA=COMBINATION OF GROUND FAULT AND ARC FAULT CIRCUIT INTERRUPTER, GS=COMBINATION OF SHUNT TRIP WITH GFCI ALL OTHER LOADS @ 100% :40.9 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES:0.2 kVA @ 100% = 0.2 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =123 LIGHTING & CONTINUOUS LOADS:2.7 kVA @ 125% = 3.3 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =44 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 123 100 105 AVERAGE CONNECTED AMPS PER PHASE =109 TOTALS:CONNECTED kVA PER PHASE 15 12 13 CONNECTED TOTAL kVA =39 131 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 132 129 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 130 127 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 128 125 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 126 123 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 124 121 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 122 119 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 120 117 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 118 115 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 116 113 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 114 111 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 112 109 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 110 107 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 108 105 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 106 103 -- -- -- -- -- -- -- 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 104 101 20 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 102 99 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 100 97 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 -- -- -- -- -- -- -- 98 95 -- -- -- -- -- -- -- 0.0 0.0 SPARE 0.0 0.0 0.0 -- 2 40 96 93 40 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 94 91 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 92 89 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 90 87 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 88 85 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 86 83 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 84 81 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 82 79 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 80 77 -- -- -- -- -- -- -- 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 78 75 50 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 76 73 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 74 71 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 72 69 -- -- -- -- -- -- -- 0.0 0.0 -- -- -- -- -- -- -- 70 67 40 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 2 40 68 65 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 66 63 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 64 61 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 62 59 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 60 57 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 58 55 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 56 53 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 54 51 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 52 49 -- 1 -- 0.0 0.0 0.0 SPACE -- -- SPACE 0.0 0.0 0.0 -- 1 -- 50 47 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 48 45 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 46 43 20 1 1.4 0.0 0.0 LIGHTING SITE (1R-2) 1.4 0.0 SPARE 0.0 0.0 0.0 -- 1 20 44 41 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 -- -- -- -- -- -- -- 42 39 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 2 40 40 37 20 1 0.7 0.0 0.0 LIGHTING SITE (1R-3) 0.7 0.6 EXTERIOR LIGHTING (1R-1) 0.0 0.0 0.6 1 20 38 35 20 1 0.0 0.0 0.2 CO ROOF 0.2 0.0 SPARE 0.0 0.0 0.0 -- 1 20 36 33 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 34 31 -- -- -- -- -- -- -- 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 32 29 30 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 -- -- -- -- -- -- -- 30 27 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 2 30 28 25 -- -- -- -- -- -- -- 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 26 23 20 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 24 21 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 22 19 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 20 17 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 18 15 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 16 13 20 1 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 1 20 14 11 20 1 0.0 0.4 0.0 EF-1 0.4 0.0 SPARE 0.0 0.0 0.0 -- 1 20 12 9 -- -- -- -- -- -- -- 0.0 0.0 -- -- -- -- -- -- -- 10 7 30 2 -- 0.0 0.0 0.0 SPARE 0.0 0.0 SPARE 0.0 0.0 0.0 -- 2 40 8 5 -- -- -- -- -- -- -- 6.0 6.0 -- -- -- -- -- -- -- 6 3 -- -- -- -- -- -- -- 6.0 6.0 -- -- -- -- -- -- -- 4 1 70 3 0.0 18.0 0.0 RTU-1 6.0 6.0 RTU-2 0.0 18.0 0.0 3 70 2 NO AMP POLE BKR LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG BKR POLE AMP NO CKT OCP LOAD (kVA) PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:22,000 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 400 AMPERE MAIN LUGS SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: FED FROM: CABINET: LOCATION: NOTES: PANEL:"P" 1 REV. DATE DESCRIPTION 06.12.2023 COMMENTS BELLPULL STATION SMOKE DETECTOR ON SLOPED CEILING (PEAKED) SMOKE DETECTOR ADJACENT TO SUPPLY AIR SMOKE DETECTOR BETWEEN BEAMS DIFFUSER (SUPPLY OR RETURN) FINISHED FLOOR WALL MOUNTED SMOKE DETECTOR AUDIBLE, VISIBLE, OR AUDIBLE/VISIBLE DEVICE FIRE ALARM CONTROL PANEL FIRE SYSTEM ANNUNCIATOR SMOKE DETECTOR ON SLOPED CEILING (SHED) S = SPACE BETWEEN DETECTORS HEAT DETECTOR BETWEEN BEAMS 48 " M A X 90 " M I N , 9 6 " M A X 80 " 60 " 84 " 4" M I N 3' MIN 6" M I N 12 " M A X 12 ' M A X 3' MAX SS 1/2 S D H W 3'-0"3'-0" 1/2 S S S 1/2 S >7° OTHER THAN LOW CEILINGS LOW CEILINGS 6" MAX LOW CEILING (WHERE IT IS NOT POSSIBLE TO MOUNT DEVICE WITH LENS ABOVE 80" AFF) LOCATE AT BOTTOM OF BEAMS (OR JOISTS) OR AT CEILING. (REDUCE SPACING BY .5 PERPENDICULAR TO BEAM OR JOIST DIRECTION) FOR OTHER CONDITION, REFER TO NFPA 72. LOCATE DETECTOR ANYWHERE IN SHADED AREA BUT NOT IN TOP 4" OF PEAK LOCATE AT BOTTOM OF BEAMS IF D/H < .1 OR W/H <.4; OTHERWISE, LOCATE IN BEAM POCKET. FOR D > 4 REDUCE SPACING .33 PERPENDICULAR TO BEAMS. 12 " M A X PENDANT EXIT SIGNS EXIT FINISHED FLOOR WALL MOUNTED LIGHT FIXTURE PENDANT LIGHT FIXTURE HE I G H T AS N O T E D HE I G H T P E R EL E V A T I O N O R AS N O T E D 36 " MA X DUPLEX RECEPTACLE DUPLEX RECEPTACLE WALL PHONE PAY PHONE FINISHED FLOOR WALL BRACKET TVGENERAL USE: NO SPECIAL REQUIREMENTS DEDICATED RECEPTACLE FOR SPECIAL EQUIPMENT ABOVE COUNTER -TYPICAL RECEPTACLES ABOVE OR BELOW COUNTER WINDOW OR COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE COUNTER TOP GROMMET COMMUNICATIONS RECEPTACLE 48 " M A X CO O R D I N A T E WI T H E Q U I P M E N T CO O R D I N A T E HE I G H T W I T H EQ U I P M E N T 48 " M A X ±4 6 " M A X (V E R I F Y H E I G H T OF B A C K S P L A S H ) 2' -0" 16" MIN REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS 16 " M I N BOXES ON OPPOSITE SIDES OF WALL STUD IN BETWEEN 24" MIN FOR LESS THAN 24" SEPARATION, PROVIDE LISTED SOUND AND FIRE PUTTY PADS GENERAL USE: ADA STANDARD DOOR FINISHED FLOOR DOOR WITH SIDELIGHT LESS THAN 2' DOOR WITH SIDELIGHT GREATER THAN 2' CABINETS DOOR WITH NO PLACE FOR SWITCH AT LATCH SIDE COMBINATION 48" MAX PLATE FOR SWITCH AND RECEPTACLE IN RESIDENTIAL BATHROOM LIGHTING CONTROL STATION SWITCH LOCATION SIDELIGHT LESS THAN 2' SIDELIGHT GREATER THAN 2' SWITCH LOCATION METAL FRAME 48 " M A X 48 " M A X 48 " M A X METAL FRAME SWITCH LOCATION SWITCH LOCATION COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE TILE WALLSWALL BRACKET TV DEDICATED RECEPTACLE FOR SPECIAL EQUIPMENT MIRROR FINISHED FLOOR NO SPECIAL REQUIREMENTS GENERAL USE: DUPLEX RECEPTACLE CENTER IN TILE DO NOT LOCATE ABOVE SINK WALLWALL COORDINATE LOCATION OF DUPLEX OUTLET WITH EQUIPMENT SUPPLIER MOUNT DUPLEX OUTLET BEHIND WATER COOLER REGULAR ADA DRINKING FOUNTAIN -SIDE ELEVATIONS REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS RECEPTACLES BELOW COUNTER WINDOW FULL HEIGHT REFRIGERATORS AND VENDING MACHINES COUNTER TOP GROMMET DUPLEX RECEPTACLE DUPLEX RECEPTACLE RECEPTACLES ABOVE COUNTER WITH BACKSPLASHWITHOUT BACKSPLASH COUNTER TOP BACKSPLASH 2' -0" CO O R D I N A T E HE I G H T W I T H EQ U I P M E N T 48 " MA X 48 " MA X 60 " 6" M A X 6" M A X 16 " M I N 16 " M I N EQ EQ EQEQ EQ KING STUD/ FRAMING (TYP) FIRE ALARM HORN/ STROBE (TYP) WALL SWITCH (TYP) VOLUME CONTROL (TYP) ENVIRONMENTAL CONTROLS (THERMOSTAT) DUPLEX RECEPTACLE (TYP) DATA RECEPTACLE (TYP) CARD READER FIRE ALARM PULL STATION AL I G N (T Y P ) SIGNAGE (SEE ARCHITECTURAL PLANS AND DETAILS FOR LOCATIONS AND MOUNTING HEIGHTS) DOOR (TYP) AL I G N (T Y P ) AL I G N (T Y P ) FINISHED FLOOR FINISHED FLOOR ALIGN (TYP)AL I G N (T Y P ) AL I G N (T Y P ) 324 S. State St., Suite 400 Salt Lake City, UT 84111 800-678-7077 801-328-5151 fax: 801-328-5155 www.spectrum-engineers.com THE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. CONSULTANT: 2020 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # ISSUE DATE DESCRIPTION THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. # 72 0 E N T E R P R I S E S T R E E T N O R T H , U N I T 1 0 0 AB E R D E E N , S D 5 7 4 0 1 6/ 1 2 / 2 0 2 3 3 : 3 7 : 4 6 P M C: \ U s e r s \ r x r \ D e s k t o p \ R e v i t L o c a l F i l e s \ 2 0 2 2 L o c a l F il e s \ 2 2 0 4 6 4 - E l e c C e n t r a l _ R a c h e l l e P . r v t E7 0 1 TY P I C A L M O U N T I N G DE T A I L S 22 -12 7 RR P / D G H DG H ST A R B U C K S RE X B U R G I D A H O JE T R e a l E s t a t e D e v e l o p m e n t - SB R , L L C PE R M I T S E T 03.30.2023 PERMIT SET SCALE: NTS 6 FIRE ALARM MOUNTING DETAILS SCALE: NTS 3 LIGHTING MOUNTING DETAILS SCALE: NTS 4 COMMUNICATIONS MOUNTING DETAILS SCALE: NTS BOX MOUNTING DETAILS2 SCALE: NTS 5 SWITCH MOUNTING DETAILS SCALE: NTS 7 RECEPTACLE MOUNTING DETAILS GENERAL SHEET NOTES SCALE: NTS 1 TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL 1 MOUNTING HEIGHTS OF ELECTRICAL AND ELECTRONIC EQUIPMENT IN THE FOLLOWING ORDER OF PRIORITY: A - ELEVATIONS (ARCHITECTURAL, ELECTRICAL, MECHANICAL, ETC). B - EQUIPMENT SHOP DRAWINGS. C - FIELD INSTRUCTIONS. 2 LOCATE RECEPTACLES SERVING THE SAME TYPE OF USE AT A UNIFORM HEIGHT UNLESS DIRECTED OTHERWISE. 3 MECHANICAL, ELECTRICAL, AND COMMUNICATION ROOMS: COORDINATE LOCATION OF LIGHTING AND POWER RECEPTACLES WITH EQUIPMENT, PIPING, AND DUCTWORK. DO NOT INSTALL RECEPTACLES BEHIND EQUIPMENT OR WHERE OTHERWISE INACCESSIBLE. POSITION LIGHTING REGARDLESS OF WHERE SHOWN ON DRAWING TO PROVIDE PROPER ILLUMINATION. 4 MOUNT RECEPTACLE BOXES FOR SWITCHES AND RECEPTACLES WITH LONG AXIS OF THE DEVICE VERTICAL UNLESS OTHERWISE INDICATED. 5 SET BOXES WITH PLASTER RINGS FLUSH WITH FINISHED SURFACE. 6 LOCATE BOX COVERS OR DEVICE PLATES SO THEY WILL NOT SPAN DIFFERENT TYPES OF BUILDING FINISHES EITHER VERTICALLY OR HORIZONTALLY. 7 VERIFY ALL DOOR CONDITIONS ON ARCHITECTURAL DRAWINGS PRIOR TO INSTALLING SWITCHES. 8 LOCATE WIRING DEVICES WHICH ARE ADJACENT AND ARE COMPATIBLE VOLTAGES IN ONE PLATE. 9 WHERE DEVICES ARE LOCATED IN CLOSE PROXIMITY OF THE SAME VERTICAL PLANE, ALIGN DEVICES VERTICALLY PER THE TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL, UNLESS OTHERWISE INDICATED. REV. DATE DESCRIPTION