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2012-10-1 Permit SetKUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawings is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC SEP. 20, 2012 BHCOVER SHEET G.01Village Hill Road Northampton, MA 01060THE GATEHOUSE,LOT 18 10065 FU T U R E B U I L D I N G O W N E R NO R T H A M P T O N G A T E H O U S E 1 8 , L L C 17 7 6 M A I N S T R E E T SP R I N G F I E L D , M A 0 1 1 0 2 41 3 - 7 2 6 - 9 8 3 6 T h e G a t e h o u s e DRAWING LIST G-01TITLE SHEET L1EXISTING CONDITIONS L2LAYOUT PLAN L3GRADING & UTILITY PLAN L4PLANTING PLAN L5PHOTOMETRIC DETAILS L6SITE DETAILS L7SITE DETAILS C1.0BUS SHELTER SITE PLAN S0 GENERAL NOTES AND ABREVIATIONS S1 FOUNDATION PLAN AND DETAILS S2FLOOR FRAMING PLAN AND DETAILS S3ROOF FRAMING PLAN AND DETAILS S4 FOUNDATION DETAILS S5 FRAMING DETAILS A1.1FIRST FLOOR PLAN A1.2SECOND FLOOR PLAN A1.3ROOF PLAN A1.4 DOOR, WINDOW AND FINISH SCHEDULES A1.5 FIRST FLOOR RCP A1.6 SECOND FLOOR RCP A1.7 CORE DETAIL PLANS A2.1EXTERIOR BUILDING ELEVATIONS A2.2EXTERIOR BUILDING ELEVATIONS &SIGNAGE A3.1LONGITUDINAL BUILDING SECTION & WALL TYPES A3.2TRANSVERSE BUILDING SECTIONS A3.3WALL SECTIONS A3.4WALL SECTIONS A3.5 STAIR DETAILS A3.6 ELEVATOR SECTION AND DETAILS A4.1 INTERIOR ELEVATIONS A5.1EXTERIOR TRIM DETAILS AND SECTIONS A5.2 EXTERIOR TRIM DETAILS AND SECTIONS H1.0SCHEMATIC HVAC FLOOR PLANS H1.1SCHEMATIC HVAC ATTIC PLAN H3.0SCHEMATIC HVAC SCHEDULES &LEGEND H3.1SCHEMATIC HVAC DETAILS E1.0SCHEMATIC ELECTRICAL FLOOR PLANS E1.1SCHEMATIC ELECTRICAL ATTIC PLAN ES1.0SCHEMATIC ELECTTRICAL SITE PLAN P1.0SCHEMATIC PLUMBING FLOOR PLANS P3.0PLUMBING SCHEDULES AND DETAILS FP1.0SCHEMATIC FIRE PROTECTION FLOOR PLANS FP1.1SCHEMATIC FIRE PROTECTION ATTIC PLAN FP3.0FIRE PROTECTION LEGEND AND DETAILS SI T E E N G I N E E R TH E B E R K S H I R E D E S I G N G R O U P 4 A L L E N P L A C E NO R T H A M P T O N , M A 0 1 0 6 0 41 3 - 5 8 2 - 7 0 0 0 ME P & F I R E P R O T E C T I O N LI N D G R E N & S H A R P L E S , P . C . 43 5 C O T T A G E S T R E E T # 1 SP R I N G F I E L D , M A 0 1 1 0 4 41 3 - 7 3 2 - 4 3 3 6 GENERAL CONTRACTOR WRIGHT BUILDERS, INC.48 BATES STREET NORTHAMPTON, MA 01060 413-586-8287 ST R U C T U R A L E N G I N E E R RY A N S . H E L L W I G , P E 28 A L D R I C H S T R E E T NO R T H A M P T O N , M A 0 1 0 6 0 41 3 - 5 8 4 - 4 5 9 4 DE V E L O P E R NE W H A R M O N Y P R O P E R T I E S , L L C . 48 B A T E S S T R E E T NO R T H A M P T O N , M A 0 1 0 6 0 41 3 - 5 8 6 - 8 2 8 7 IN T E R I O R F I N I S H E S Fl a m e S p r e a d C l a s s i f i c a t i o n ( T a b l e 8 0 3 . 9 ) Us e G r o u p A - 2 : B: E x i t E n c l o s u r e s a n d E x i t P a s s a g e w a y s B: C o r r i d o r s C: R o o m s a n d E n c l o s e d S p a c e s Us e G r o u p s B & M : B: E x i t E n c l o s u r e s a n d E x i t P a s s a g e w a y s C: C o r r i d o r s C: R o o m s a n d E n c l o s e d S p a c e s Fl o o r F i n i s h e s ( 8 0 4 . 4 ) Co r r i d o r s a n d a r e a s o p e n t o c o r r i d o r s an d e x i t p a s s a g e w a y f l o o r f i n i s h e s ar e r e q u i r e d t o b e C l a s s I I . EG R E S S Oc c u p a n t L o a d ( S e c t i o n 1 0 0 4 ) Bu i l d i n g A r e a Fi r s t F l o o r 8, 2 4 1 S F Se c o n d F l o o r 8, 2 4 1 S F Oc c u p a n t L o a d ( p e r T a b l e 1 0 0 4 . 1 . 1 ) Bu s i n e s s O c c u p a n c y : 1 p e r 1 0 0 S F G r o s s Me r c a n t i l e o n g r a d e f l o o r : 1 p e r 3 0 S F G r o s s As s e m b l y U n c o n c e n t r a t e d ( T a b l e s a n d C h a i r s ) : 1 p e r 1 5 S F N e t Co m m e r c i a l K i t c h e n : 1 p e r 2 0 0 G r o s s OC C U P A N C Y A N D E G R E S S W I D T H S ( S e c t i o n 1 0 0 5 . 1 ) No n - s e p a r a t e d M i x e d U s e w i t h S p r i n k l e r Bu i l d i n g O c c u p a n c y 31 0 O c c u p a n t s St a i r s Oc c u p a n c y o f 2 n d F l o o r 70 O c c u p a n t s Re q u i r e d S t a i r W i d t h ( 1 0 0 9 . 1 . 1 ) 44 ” Ac t u a l S t a i r W i d t h 44 ” Ca p a c i t y o f A c t u a l S t a i r ( M A A m e n d m e n t S e c t i o n 1 0 0 5 . 1 ) – 4 4 ” / 0 . 2 22 0 O c c u p a n t s p e r S t a i r EG R E S S R E Q U I R E M E N T S (T a b l e 1 0 1 5 . 1 ) 1s t F l o o r : Th e o c c u p a n t l o a d o f B u s i n e s s 1 A i s 3 8 a n d t h e c o mm o n p a t h o f t r a v e l i s 2 0 ’ ; 1 e x i t i s r e q u i r e d Th e o c c u p a n t l o a d o f M e r c a n t i l e 1 C i s 3 8 a n d t h e c o m m o n p a t h o f t r a v e l i s 2 0 ’ ; 1 e x i t i s r e q u i r e d Th e o c c u p a n t l o a d o f R e s t a u r a n t 1 D i s 1 6 2 a n d t h e co m m o n p a t h o f t r a v e l i s 0 ’ ; 2 e x i t s a r e r e q u i r e d 2n d F l o o r : Th e o c c u p a n t l o a d o f B u s i n e s s 2 A a n d 2 B i s 7 0 a n d t h e c o m m o n p a t h o f t r a v e l i s 9 2 ’ ; 2 e x i t s a r e r e q u i r e d (1 0 1 4 . 3 ) EX I T A C C E S S T R A V E L D I S T A N C E ( T a b l e 1 0 1 6 . 1 ) Al l o w a b l e t r a v e l d i s t a n c e f o r A & M u s e w i t h s p r i n k l e r 25 0 f e e t Al l o w a b l e t r a v e l d i s t a n c e fo r B - U s e w i t h S p r i n k l e r 30 0 f e e t Gr e a t e s t t r a v e l d i s t a n c e 1 5 8 f e e t CO R R I D O R F I R E - R E S I S T A N C E R A T I N G ( T a b l e 1 0 1 8 . 1 ) Re q u i r e d r a t i n g f o r A , B o r M u s e w i t h S p r i n k l e r 0 h o u r OT H E R E G R E S S C O M P N E N T S - C o r r i d o r s a n d D o o r s Re q u i r e d C o r r i d o r W i d t h ( S e c t i o n 1 0 1 8 . 2 ) 44 ” Ac t u a l C o r r i d o r W i d t h 60 ” (M A a m e n d m e n t 1 0 0 5 . 1 ) Ty p i c a l D o o r C a p a c i t y : 3 6 ” d o o r s – 3 6 ” / . 1 5 = 24 0 O c c u p a n t s p e r 3 6 ” D o o r Ac t u a l D o o r W i d t h – T w o e x i t d o o r s a t 3 6 ” e a c h 48 0 O c c u p a n t s Ac t u a l O c c u p a n t L o a d 1 4 6 O c c u p a n t s EX I T S ( T a b l e 1 0 2 1 . 1 ) Mi n i m u m n u m b e r o f e x i t s r e q u i r e d – 1 - 5 0 0 o c c . l o a d 2 NU M B E R O F E X I T S P R O V I D E D 2 EX I T E N C L O S U R E ( 1 0 2 2 ) St a i r a n d e l e v a t o r s h a f t e n c l o s u r e s a r e 1 h o u r f i r e r a t e d c o n s t r u c t i o n . BU I L D I N G C O D E R E V I E W TH E G A T E H O U S E , L O T 1 8 Vi l l a g e H i l l R o a d , N o r t h a m p t o n , M A 0 1 0 6 0 SC O P E O F W O R K Th i s p r o j e c t c o m p r i s e s a n e w t w o s t o r y , n o n - s e p a r a t e d , mi x e d u s e s t r u c t u r e c o n t a i n i n g A - 2 , B , a n d M o c c u p a n c y us e g r o u p s . Th e n e w b u i l d i n g i s t o b e w o o d - f r a m e d c o n s t r u c t i o n o n a co n c r e t e s l a b . T h e p r o j e c t i s c l a s s i f i e d a s C o n s t r u c t i o n Ty p e V - B . Th e b u i l d i n g w i l l b e f u l l y s p r i n k l e r e d . A l l w o rk w i l l c o n f o r m t o t h e 2 0 0 9 I B C a n d M A a m e n d m e n t s . BU I L D I N G C O D E Ma s s a c h u s e t t s B u i l d i n g C o d e 7 8 0 C M R – E i g h t h E d i t i o n ZO N I N G To w n o f N o r t h a m p t o n , M A Zo n i n g D i s t r i c t – P V / P l a n n e d V i l l a g e US E G R O U P S Us e G r o u p C l a s s i f i c a t i o n s Us e G r o u p A - 2 – A s s e m b l y ( 3 0 3 ) Us e G r o u p B - B u s i n e s s ( 3 0 4 ) Us e G r o u p M – M e r c a n t i l e ( 3 0 9 ) HE I G H T & A R E A He i g h t C o m p u t a t i o n s ( T a b l e 5 0 3 ) – B a s e d o n A - 2 u s e a n d V - B c o n s t r u c t i o n . Al l o w a b l e B u i l d i n g H e i g h t p e r T a b l e 5 0 3 40 f t . 1 s t o r y He i g h t m o d i f i c a t i o n f o r Sp r i n k l e r S y s t e m ( 5 0 4 . 2 ) + 2 0 f t +1 s t o r y To t a l A l l o w a b l e B u i l d i n g H e i g h t = 60 f t . 2 s t o r y Ac t u a l B u i l d i n g H e i g h t 40 f t . 2 s t o r y Ar e a C o m p u t a t i o n s ( T a b l e 5 0 3 ) – b a s e d o n A - 2 U s e : T y p e V - B c o n s t r u c t i o n Al l o w a b l e B u i l d i n g A r e a p e r T a b l e 5 0 3 6, 0 0 0 S F p e r s t o r y Mo d i f i c a t i o n f o r S p r i n k l e r S y s t e m ( 5 0 6 . 3 ) 20 0 % i n c r e a s e To t a l A l l o w a b l e B u i l d i n g A r e a 1 8 , 0 0 0 S F p e r s t o r y Ac t u a l B u i l d i n g F o o t p r i n t 8 , 2 4 1 S F NO N S E P A R A T E D M I X E D U S E A N D O C C U P A N C Y No n - S e p a r a t e d m i x e d u s e b a s e d o n A 2 o c c u p a n c y w i t h s p r i n k l e r s y s t e m . CO N S T R U C T I O N T Y P E Fi r e R e s i s t a n c e R a t i n g ( T a b l e 6 0 1 ) Ty p e V - B C o n s t r u c t i o n – C o m b u s t i b l e E x t e r i o r W a l l s Co n s t r u c t i o n R e q u i r e m e n t s : (T a b l e 6 0 1 ) Pr i m a r y s t r u c t u r a l f r a m e 0 h o u r s Ex t e r i o r B e a r i n g W a l l s – 0 h o u r s In t e r i o r B e a r i n g W a l l s - 0 H o u r s No n b e a r i n g w a l l s a n d p a r t i t i o n s – E x t e r i o r 0 h o u r s No n b e a r i n g w a l l s a n d p a r t i t i o n s – I n t e r i o r 0 h o u r s Fl o o r c o n s t r u c t i o n & s e c o n d a r y m e m b e r s 0 h o u r s Ro o f c o n s t r u c t i o n & s e c o n d a r y m e m b e r s 0 h o u r s Fi r e R e s i s t a n c e o f E x t e r i o r W a l l s B a s e d o n F i r e S e p a r a t i o n D i s t a n c e : 0 H r ( T a b l e 6 0 2 ) Ma x A r e a o f O p e n i n g s B a s e d o n S e p a r a t i o n D i s t a n c e : 75 % ( T a b l e 7 0 5 . 8 ) 1 5 ’ t o l e s s t h a n 30 ’ ( 2 0 ’ A c t u a l o n n o r t h s i d e . ) The architect's scope of services for this project is limited tothe design of the building envelope, structural framing and foundation design.The Owner has contracted separately with the general contractor for the design of the following components, over which the architect has had no authority and accepts no responsibility:·Site Design ·Plumbing ·Fire Protection ·Heating, Ventilating and Air Conditioning ·Electrical, including power, exit signs, emergency lights and alarm systems.·Interior Design fixtures, cabinets and finishes.The Owner acknowledges that the Architect will have no direct supervisory control over such work. Design of these systems,compliance with all applicable codes and regulations,coordination of the work with other trades and all necessary permits, inspections and approvals shall be the responsibility of the design-build subcontractor and General Contractor.PERMIT SET 2 A3 . 2 1 A3.1 KI T C H E N W. T L T . BU S I N E S S 1 A 10 9 BU S I N E S S 1 B 11 0 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 14 4 ' - 0 " BRICK PAVER TERRACE - SEE LANDSCAPE DRAWINGS CO N D E N S O R S A5.11 A1 . 7 1 3 A3 . 2 1 A3 . 2 4 A3 . 2 1 8 10 A A G G F F 10 4 ' - 0 " 40 ' - 0 " 11 2 12 6 11 4 11 8 11 5 10 3 12 4 11 1 10 4 12 1 12 0 11 9 11 7 11 6 10 6 10 2 105 12 5 12 8 13 0 10 1 10 7 SE P A R A T E S L A B TH I S A R E A - P R I C E AS A D D L I N E I T E M PO S S I B L E F U T U R E L O C A T I O N FO R M E N ' S T O I L E T S C C A5 . 2 6 SP K L R . 10 7 VE S T . 10 6 VE S T . 10 8 1A M E C H . 11 5 1B M E C H . 11 7 EL . M A C H . 11 8 W. W C 11 9 M. W C 12 0 U. W C 12 1 EL E V . 00 1 MA I N E N T R Y V E S T I B U L E 10 2 1C M E C H . 12 4 U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 PO S S I B L E F U T U R E L O C A T I O N FO R M E C H . R O O M 9 2 3 4 6 7 16 ' - 0 " 16 ' - 0 " 13 ' - 4 " 26 ' - 8 " 16 ' - 0 " 16 ' - 0 " 14 ' - 6 " 25 ' - 6 " E60' - 0"15' - 0"B 15' - 0"15' - 0"D 15' - 0" 56' - 0"4' - 0" 28' - 10"27' - 2" WO O D F E N C E - S E E L . A . DR A W I N G S B A C F B PO S S I B L E F U T U R E T E N A N T SE P A R A T I O N W A L L S RO U G H I N F O R P O S S I B L E FU T U R E D O O R FU T U R E B F. D . FU T U R E F. D . GA S M E T E R S A N D S H U T - O F F PO S S I B L E FU T U R E F. D . CO N T . P T ' D W O O D S I L L A T PE R I M E T E R W A L L - S E E WA L L S E C T I O N S F O R D E T A I L 31 ' - 7 " 8' - 7 " 19 ' - 8 3 / 4 " 8' - 0 3 / 4 " 8' - 1 " 19 ' - 8 " 8' - 9 " 39 ' - 6 1 / 2 " 14' - 7 1/4"9' - 4 1/4" 19' - 11"9' - 1 3/4"19' - 6 3/4"7' - 4 1/2" 19' - 9" 6' - 1 1 " 10 ' - 6 1 / 2 " 10 ' - 6 1 / 2 " 9' - 0 " 14 ' - 4 " 9' - 0 " 11 ' - 8 " 11 ' - 8 " 9' - 0 " 8' - 8 " 13 ' - 7 " 9' - 1 " 12 ' - 8 " 7' - 4" 6' - 11"10' - 6 1/2"21' - 1"10' - 6 1/2"6' - 11" C 6' - 1 1 " 11 ' - 1 0 1 / 2 " 11 ' - 9 1 / 2 " 24 ' - 8 1 / 2 " 11 ' - 9 1 / 2 " 5' - 1 1 1 / 4 " 5' - 1 1 1 / 4 " 11 ' - 9 1 / 2 " 8' - 4 " 4' - 1 1 " 7' - 5 " 12 ' - 7 " 12 ' - 8 " 7' - 4" B B A A A A A A E E7' - 4"11' - 4"11' - 4"11' - 4"11' - 4"7' - 4"E E E E BBB A A A D D D D E E CA N O P Y R O O F AB O V E 12 2 12 3 TH I C K E N E D W A L L T H I S LO C A T I O N @ F I R S T F L O O R ON L Y F O R M E C H . C H A S E W A Y . 20' - 11 1/2"14' - 0"21' - 0 1/2" NO T E : A L L ST A I R W A L L FR A M I N G T O BE 1 6 " O . C . ST A I R N O R T H 10 1 ME R C A N T I L E 11 1 AL C O V E F O R F U T U R E A T M 11 3 13 1 13 2 D PO S S I B L E F U T U R E KI T C H E N 11 3 36 ' - 9 1 / 2 " 12 ' - 3 3 / 4 " 20 ' - 1 1 " 6' - 0 " 27 ' - 1 1 3 / 4 " 31 ' - 7 " 28 ' - 1 0 " 11 ' - 5 1 / 4 " 1' - 1 0 " 10' - 10" EQ . 3' - 7 " EQ . 2' - 3"8' - 11" A5 . 2510 8 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:46:41 AM SEP. 20, 2012 AuthorFIRST FLOOR PLAN A1.1Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R P L A N Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET 2 A3 . 2 FU T U R E KI T C H E N (R o u g h - I n - O n l y ) JA N . EL E V . FE BU S I N E S S 2 A 20 9 BU S I N E S S 2 B 21 0 3 A3 . 2 1 A3 . 2 4 A3 . 2 1 8 10 A GF 10 4 ' - 0 " 40 ' - 0 " 14 4 ' - 0 " 56' - 0"4' - 0" 20 8 21 1 21 4 21 5 20 2 20 1 20 5 20 6 21 2 21 3 20 7 20 3 20 4 FC A1 . 7 2 2A M E C H . 20 3 ST O R A G E 20 7 BLDG. MECH. 208 WC 20 6 WC 20 5 ST A I R N O R T H 20 1 CO M M O N S P A C E 20 2 2B M E C H . 21 1 WC 21 2 ST A I R S O U T H 21 4 9 2 3 4 6 7 EBD 13' - 7" PO S S I B L E FU T U R E T E N A N T SE P A R A T I O N WA L L D RO O F B E L O W AWNING BY TENANT BELOW -N.I.C. 31 ' - 7 " 8' - 7 " 35 ' - 1 0 1 / 2 " 19 ' - 8 " 8' - 9 " 39 ' - 6 1 / 2 " 19' - 11" 19' - 9" 6' - 1 1 " 10 ' - 6 1 / 2 " 10 ' - 6 1 / 2 " 9' - 0 " 14 ' - 4 " 9' - 0 " 11 ' - 8 " 11 ' - 8 " 9' - 0 " 22 ' - 3 " 9' - 1 " 12 ' - 8 " 7' - 4" 6' - 11"10' - 6 1/2"10' - 6 1/2"10' - 6 1/2"10' - 6 1/2"6' - 11" 6' - 1 1 " 11 ' - 1 0 1 / 2 " 11 ' - 9 1 / 2 " 6' - 9 1 / 2 " 5' - 6 3 / 4 " 5' - 6 3 / 4 " 6' - 9 1 / 2 " 11 ' - 9 1 / 2 " 11 ' - 1 0 1 / 2 " 11 ' - 9 1 / 2 " 8' - 4 " 4' - 1 1 " 7' - 4 " 12 ' - 8 " 12 ' - 8 " 7' - 4"7' - 4"11' - 4"11' - 4"11' - 4"11' - 4"7' - 4" AAAAA A A A G G G F G G G F F F F F F F FF A A A A A A D D D A A NO T E : A L L ST A I R W A L L FR A M I N G T O BE 1 6 " O . C . WC 21 3 20 9 21 0 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:46:53 AM SEP. 20, 2012 AuthorSECOND FLOOR PLAN A1.2Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R P L A N PERMIT SET Rev. No.DescriptionDate 1 8 10 A GF 5 1/2" / 12"5 1/2" / 12" 10 " / 1 2 " 10 " / 1 2 " C 9 2 3 4 6 7 EBD FI B E R G L A S S SH I N G L E R O O F 56' - 0"4' - 0" 60' - 0" 10 4 ' - 0 " 40 ' - 0 " 14 4 ' - 0 " RI D G E V E N T 6" C O N C E N T R I C H V A C VE N T S ( 1 ) O F ( 8 ) - S E E M. E . P . D R A W I N G S 4" P L U M B I N G V E N T (1 ) O F ( 2 ) - S E E M . E . P . DR A W I N G S RI D G E V E N T ME C H . E Q U I P M E N T CU R B F O R PO S S I B L E F U T U R E KI T C H E N M E C H . EQ U I P M E N T - S E E M. E . P . D R A W I N G S RO O F C A N O P Y BE L O W w / A S P H A L T SH I N G L E S PR O V I D E B I T U T H E N E UN D E R L A Y M E N T OV E R E A V E S EX T E N D I N G U P RO O F S L O P E 2 ' M I N . BE Y O N D I N T E R I O R FA C E O F E X T E R I O R WA L L - T Y P . PR O V I D E 3 ' W I D E MI N . B I T U T H E N E UN D E R L A Y M E N T A T AL L R O O F V A L L E Y S - T Y P . D. S . D. S . D. S . D.S.D.S. D. S . D. S . D. S . SEAMLESS METAL GUTTER - TYP. EL E V A T O R S H A F T WA L L B E L O W - (D A S H E D ) 10 " / 1 2 " 10 " / 1 2 " EL E V A T O R HO I S T W A Y V E N T DO R M E R R O O F D. S . KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:47:18 AM SEP. 20, 2012 AuthorROOF PLAN A1.3Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 RO O F P L A N Rev. No.DescriptionDatePERMIT SET 5' - 4 " 5' - 6" 6' - 0 " 3' - 0 " 6' - 0 " 6' - 0 " 3' - 0 " 3' - 0" 3' - 0" 6' - 6" 6' - 0" 6' - 0" A B D E F G H I5' - 6"2' - 8 1/4"SITE-BUILT INTERIOR WINDOW4' - 10"3' - 0"1/4" LAMINATED GLASS WITH PAINTED WOOD GLASS STOPS AND 1x3 PAINTED WOOD FRAME 6' - 0 " 3' - 0" C 10"10"5/4 x 9" CASING w/KEYS FROM 2x MATERIAL CO N C . S T E M WA L L V.I.F.7' - 0"EQ.3' - 0"EQ.V.I.F.8' - 0"8"EQ.EQ.EQ.EQ.EQ.CONC. STEM WALL IN T E R I O R FL U S H W O O D SO L I D C O R E DO O R IN T E R I O R FL U S H W O O D SO L I D C O R E DO O R w / VI S I O N G L A S S IN T E R I O R FU L L G L A S S WO O D F L U S H SO L I D C O R E DO O R EX T E R I O R FI B E R G L A S S , SQ U A R E - T O P , TW O - P A N E L EN T R Y D O O R I N ME T A L F R A M E IN T E R I O R , 1 H O U R FI R E - R A T E D D O O R w/ V I S I O N G L A S S A B C F G EX T E R I O R FU L L G L A S S AL U M . ST O R E F R O N T DO O RD EX T E R I O R F U L L GL A S S IN S U L A T E D ME T A L D O O R IN M E T A L FR A M E E KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/4" = 1'-0" 10/1/2012 11:47:34 AM SEP. 20, 2012 AuthorDOOR, WINDOW AND FINISH SCHEDULES A1.4Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 WI N D O W S C H E D U L E MA R K SI Z E CO M M E N T S WI D T H H E I G H T A 5 ' - 4 " 5 ' - 6 " D O U B L E H U N G ( D O U B L E ) B 3 ' - 0 " 3 ' - 0 " A W N I N G ( D O U B L E ) C 3 ' - 0 " 3 ' - 0 " F I X E D ( D O U B L E ) D 3 ' - 0 " 3 ' - 0 " A W N I N G ( S I N G L E ) E 6 ' - 0 " 6 ' - 6 " D O U B L E H U N G ( D O U B L E ) F 6 ' - 0 " 6 ' - 0 " D O U B L E H U N G ( D O U B L E ) G 3 ' - 0 " 6 ' - 0 " D O U B L E H U N G ( S I N G L E ) H 4 ' - 9 1 / 4 " 2 ' - 1 1 1 / 4 " F I X E D , S I N G L E G L A Z E D 1 / 4 " = 1 ' - 0 " WI N D O W T Y P E S FI N I S H S C H E D U L E RO O M NU M B E R RO O M N A M E F L O O R F I N I S H B a s e F i ni s h W a l l F i n i s h C E I L I N G F I N I S H CEILING HEIGHTCOMMENTS 00 1 E L E V . 00 2 E L E V . 10 1 S T A I R N O R T H C A R P E T P T ' D G . W . B . P T ' D G . W . B . 9 ' - 10 1/2"ONE HOUR RATED EGRESS STAIR 10 2 M A I N E N T R Y V E S T I B U L E C E R A M I C T I L E 6 " T I L E P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 10 3 S T A I R S O U T H C A R P E T V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 10 6 V E S T . C A R P E T V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 10 7 S P K L R . C O N C . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 10 8 V E S T . C A R P E T V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 10 9 B U S I N E S S 1 A C A R P E T C A R P E T PT ' D G . W . B . A C T 8 ' - 4 " 11 0 B U S I N E S S 1 B C A R P E T C A R P E T PT ' D G . W . B . A C T 8 ' - 4 " 11 1 M E R C A N T I L E C A R P E T C A R P E T P R I M E D G . W . B . B Y T E N A N T - T. B . D . 8' - 4" 11 2 R E T A I L o r P O S S I B L E F O O D SE R V I C E T. B . D . T . B . D . P R I M E D G . W . B . T . B . D . 11 3 P O S S I B L E F U T U R E K I T C H E N T . B . D . T . B . D . T . B . D . T . B . D . 11 4 M E C H . T . B . D . T . B . D . T . B . D . T . B . D . 11 5 1 A M E C H . C O N C . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 11 7 1 B M E C H . C O N C . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 11 8 E L . M A C H . C O N C . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 11 9 W . W C V C T V I N Y L P T ' D G . W . B . A C T 8 ' - 6"PRICE FRP WAINSCOTTING AS ADD ALTERATE - SEE A/4.1 12 0 M . W C V C T V I N Y L P T ' D G . W . B . A C T 8 ' - 6"PRICE FRP WAINSCOTTING AS ADD ALTERATE - SEE A/4.1 12 1 U . W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 12 4 1 C M E C H . C O N C . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 12 5 U . W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 13 0 W . W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 20 1 S T A I R N O R T H C A R P E T V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 20 2 C O M M O N S P A C E C A R P E T C A R P E T P T ' D G . W. B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 20 3 2 A M E C H . P T ' D P L Y W D . V I N Y L P T ' D G. W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 20 5 W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 20 6 W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 20 7 S T O R A G E C A R P E T C A R P E T P T ' D G . W . B. P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 20 8 B L D G . M E C H . P T ' D P L Y W D . V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 20 9 B U S I N E S S 2 A C A R P E T C A R P E T PT ' D G . W . B . A C T 8 ' - 6 " 21 0 B U S I N E S S 2 B C A R P E T C A R P E T PT ' D G . W . B . A C T 8 ' - 6 " 21 1 2 B M E C H . P T ' D P L Y W D . V I N Y L P T ' D G. W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " 21 2 W C V C T V I N Y L P T ' D G . W . B . A C T 8 ' - 6 " PRICE FRP WAINSCOTTING AS ADD ALTERATE - SEE A/4.1 21 3 W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 21 3 W C V C T V I N Y L P T ' D G . W . B . w / F R P WA I N S C O T T I N G AC T 8 ' - 6 " P R I C E F R P W A I N S C O T T I N G A S A D D ALTERATE - SEE A/4.1 21 4 S T A I R S O U T H C A R P E T V I N Y L P T ' D G . W . B . P T ' D G . W . B . 9 ' - 1 1 3 / 4 " DO O R S C H E D U L E NU M B E R DO O R D O O R D O O R F R A M E FI R E RA T I N G HA R D W A R E * C O M M E N T S TY P E SI Z E S I Z E MA T E R I A L WI D T H H E I G H T 10 1 E 3 ' - 0 " 8 ' - 0 " H . M . 3 U - F A C T O R O F . 8 0 O R B E T T E R 10 2 D 3 ' - 0 " 7 ' - 1 0 " A L U M . 1 U - F A C T O R O F . 8 0 O R B E T T E R 10 3 E 3 ' - 0 " 8 ' - 0 " H . M . 3 U - F A C T O R O F . 8 0 O R B E T T E R 10 4 E 3 ' - 0 " 8 ' - 0 " H . M . 3 U - F A C T O R O F . 8 0 O R B E T T E R 10 5 D 3 ' - 0 " 7 ' - 1 0 " A L U M . 1 U - F A C T O R O F . 8 0 O R B E T T E R 10 6 D 3 ' - 0 " 7 ' - 1 0 " A L U M . 2 U - F A C T O R O F . 8 0 O R B E T T E R 10 7 F 3 ' - 0 " 8 ' - 0 " H . M . 4 U - F A C T O R O F . 3 7 O R B E T T E R 10 8 D 3 ' - 0 " 7 ' - 1 0 " H . M . 3 U - F A C T O R O F . 8 0 O R B E T T E R 11 1 C 3 ' - 0 " 8 ' - 0 " W D . 5 11 2 C 3 ' - 0 " 7 ' - 0 " W D . 5 11 3 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 11 4 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 11 5 A 3 ' - 0 " 7 ' - 0 " W D . 7 11 6 A 2 ' - 8 " 7 ' - 0 " W D . 8 11 7 A 3 ' - 0 " 7 ' - 0 " W D . 7 11 8 G 3 ' - 0 " 7 ' - 0 " W D . 1 H R 7 11 9 A 3 ' - 0 " 7 ' - 0 " W D . 9 12 0 A 3 ' - 0 " 7 ' - 0 " W D . 9 12 1 A 3 ' - 0 " 7 ' - 0 " W D . 9 12 2 B 3 ' - 0 " 7 ' - 0 " W D . 1 1 12 3 B 3 ' - 0 " 7 ' - 0 " W D . 1 1 12 4 A 3 ' - 0 " 7 ' - 0 " W D . 7 12 5 A 3 ' - 0 " 7 ' - 0 " W D . 9 12 6 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 12 8 A 3 ' - 0 " 7 ' - 0 " W D . 7 13 0 A 3 ' - 0 " 7 ' - 0 " W D . 1 0 13 1 A 2 ' - 8 " 7 ' - 0 " 7 13 2 A 2 ' - 8 " 7 ' - 0 " 7 13 5 C 3 ' - 0 " 8 ' - 0 " W D . 5 20 1 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 20 2 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 20 3 A 3 ' - 0 " 7 ' - 0 " W D . 7 20 4 A 2 ' - 6 " 6 ' - 8 " W D . 8 20 5 A 3 ' - 0 " 7 ' - 0 " W D . 9 20 6 A 3 ' - 0 " 7 ' - 0 " W D . 9 20 7 A 3 ' - 0 " 7 ' - 0 " W D . 8 20 8 A 3 ' - 0 " 7 ' - 0 " W D . 7 20 9 B 3 ' - 0 " 7 ' - 0 " W D . 1 1 21 0 B 3 ' - 0 " 7 ' - 0 " W D . 1 1 21 1 A 3 ' - 0 " 7 ' - 0 " W D . 7 21 2 A 3 ' - 0 " 7 ' - 0 " W D . 9 21 3 A 3 ' - 0 " 7 ' - 0 " W D . 9 21 4 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 21 5 G 3 ' - 0 " 7 ' - 0 " H . M . 1 H R 6 30 0 A 3 ' - 0 " 7 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 TY P I C A L A L U M I N U M S T O R E F R O N T A T WE S T E N T R A N C E S 1/4" = 1'-0"2TYPICAL ALUMINUM STOREFRONT AT SOUTH AND EAST ENTRANCES 1 / 4 " = 1 ' - 0 " DO O R T Y P E S *N O T E : S E E S P E C I F I C A T I O N S F O R H A R D W A R E S C H E D U L E Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET *N O T E : A L L W I N D O W S I N E X T E R I O R W A L L S A B U T T I N G C O N D I T I O N E D S P A C E T O H A V E A M A X . U - F A C T O R O F . 3 5 A N D A M A X . S H G C O F . 4 0 *N O T E : A L L M E T A L F R A M I N G O F S T O R E F R O N T S T O H A V E A M A X . U - F A C T O R O F . 4 2 . A L L E N T R A N C E D O O R S T O H A V E A A M A X . U - F A C T O R O F . 8 . A L L S T O R E F R O N T G L A Z I N G T O H A V E A M A X . U - F A C O T R O F . 4 5 A N D A M A X S H G C O F . 4 0 . *N O T E : A L L E N T R A N C E D O O R S T O H A V E A M A X . U - F A C T O R O F . 8 0 U . O . N . 1 8 10 A GFC 9 2 3 4 6 7 EBDAWNING NIC RO O F A B O V E 2x 4 A C T @ 8' - 6 " A F F GW B @ 10 ' - 0 1 / 2 " AF F 2x 4 A C T @ 8' - 6 " A F F 2x 4 A C T @ 8' - 6 " A F F 2x 4 A C T @ 8'- 6 " A F F 2x 4 A C T @ 8' - 6 " A F F 2x 4 A C T @ 8' - 6 " A F F CE I L I N G B Y TE N A N T - T . B . D . 2x 4 A C T @ 8'- 4 " A F F GW B SO F F I T @ 8 ' - 0 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 10 ' - 0 1 / 2 " AF F GW B @ 1 0 ' - 0 1/ 2 " A F F CE I L I N G B Y TE N A N T - T . B . D . ME R C A N T I L E 11 1 PO S S I B L E F U T U R E KI T C H E N 11 3 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 W. W C 13 0 U. W C 12 5 1C M E C H . 12 4 BU S I N E S S 1 A 10 9 1A M E C H . 11 5 1B M E C H . 11 7 U. W C 12 1 M. W C 12 0 W. W C 11 9 EL . M A C H . 11 8 ST A I R N O R T H 10 1 ST A I R S O U T H 10 3 VE S T . 10 8 SP K L R . 10 7 VE S T . 10 6 MA I N E N T R Y V E S T I B U L E 10 2 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:47:47 AM SEP. 20, 2012 AuthorFIRST FLOOR RCP A1.5Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 FI R S T F L O O R NOTES:1. COORDINATE ARCHITECTURAL DRAWINGS WITH MEP DRAWINGS AND SPECIFICATIONS.2. ACT IN BASE CONTRACT. COORDINATE WITH TENANT FIT OUT AND MEP.Rev. No.DescriptionDatePERMIT SET 1 8 10 A GFC 9 2 3 4 6 7 EBD GW B @ 9' - 1 0 1 / 2 " AF F GW B @ 9 ' - 1 1 3/ 8 " A F F GW B @ 9' - 1 1 3 / 8 " AF F GW B @ 9' - 1 1 3 / 8 " AF F GW B @ 9' - 1 1 3 / 8 " AF F GW B @ 9' - 1 1 3 / 8 " A F F 2X 4 A C T @ 8' - 6 " A F F 2X 4 A C T @ 8' - 6 " A F F 2X 4 A C T @ 8' - 6 " A F F 2X 4 A C T @ 8' - 6 " A F F 2X 4 A C T @ 8' - 6 " A F F 2X 4 A C T @ 8' - 6 " A F F GW B @ 9' - 1 0 1 / 2 " AF F BU S I N E S S 2 A 20 9 ST A I R N O R T H 20 1 WC 20 5 WC 20 6 ST O R A G E 20 7 2A M E C H . 20 3 CO M M O N S P A C E 20 2 2B M E C H . 21 1 WC 21 3 WC 21 2 ST A I R S O U T H 21 4 BL D G . M E C H . 20 8 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:48:01 AM SEP. 20, 2012 AuthorSECOND FLOOR RCP A1.6Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 SE C O N D F L O O R NOTES:1. COORDINATE ARCHITECTURAL DRAWINGS WITH MEP DRAWINGS AND SPECIFICATIONS.2. ACT IN BASE CONTRACT. COORDINATE WITH TENANT FIT OUT AND MEP.PERMIT SET Rev. No.DescriptionDate 8 A C A4 . 1 3 2 1 4 12 6 11 4 11 8 11 5 10 3 12 4 12 1 12 0 11 9 11 7 11 6 10 2 12 7 12 5 13 0 10 1 A4 . 1 7 5 6 8 1A M E C H . 11 5 1B M E C H . 11 7 EL . M A C H . 11 8 W. W C 11 9 M. W C 12 0 U. W C 12 1 MA I N E N T R Y VE S T I B U L E 10 2 1C M E C H . 12 4 U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 EL E V . 00 1 BU S I N E S S 1 A 10 9 BU S I N E S S 1 B 11 0 104 RETAIL or POSSIBLE FOOD SERVICE 112 A D D D D 9 3 4 6 7 B D BA B A A E E D D B C A A D D D B A B F A F B A A F A FU T U R E RO U G H - IN O N L Y F. D . F.D. 6' - 3 1 / 2 " 6' - 3 1 / 2 " 6' - 2 3 / 4 " 8' - 0 " 5' - 2 1/2"8' - 8 3/4"8' - 8 1/4" 10 ' - 4 " 9' - 0 3 / 4 " 7' - 1 1 / 4 " 9' - 0 1 / 2 " 9' - 1 0 1 / 2 " 8' - 0 " 8' - 0 " 7' - 1 0 " 6' - 2 1/2"6' - 11"5' - 2 1/2" 18' - 3 1/2" 4' - 7 3/4" 4' - 0 1/4"3' - 7"1' - 6 1/2" 5" 28 ' - 1 0 " 11 ' - 5 1 / 4 " 2' - 1 1 / 2 " 9' - 4 3 / 4 " 6' - 9 " B A 1 A3 . 5 2 A3 . 5 11 3 A3 . 5 3 19' - 9" 19' - 11" C ME R C A N T I L E 11 1 6 A3 . 5 A3.53Sim 13 1 13 2 ST A I R N O R T H 10 1 8 A C A4 . 1 11 10 9 12 20 8 21 1 21 4 21 5 20 2 20 1 20 5 20 6 21 2 21 3 20 7 20 3 20 4 G G F G G G A CO M M O N S P A C E FU T U R E KI T C H E N B Y TE N A N T - N . I . C . (R o u g h - I n - O n l y ) FU T U R E KI T C H E N B Y TE N A N T - N . I . C . (R o u g h - I n - O n l y ) 2A M E C H . 20 3 ST O R A G E 20 7 BL D G . M E C H . 20 8 WC 20 6 WC 20 5 ST A I R N O R T H 20 1 CO M M O N S P A C E 20 2 EL E V . 00 2 2B M E C H . 21 1 WC 21 2 ST A I R S O U T H 21 4 BU S I N E S S 2 B 21 0 9 3 4 6 7 B A A A A A D EE B D B B C B D A A F B A A A AB D D D A 8' - 7 3 / 4 " 10 ' - 9 " 9' - 0 1 / 2 " 6' - 3 1 / 2 " 6' - 4 1 / 2 " 6' - 9 1 / 4 " 8' - 0 " 8' - 0 " 9' - 1 0 1 / 2 " 8' - 0 " 8' - 7 3/4"5' - 2 1/2"8' - 5 1/4" B 7' - 1 1 / 4 " 7' - 1 1 / 4 " 5 1/2"6' - 11"5' - 2 1/2" 7' - 1 0 " 1 A3 . 5 2 A3 . 5 A3 . 5 4 20 9 21 0 WC 21 3 2' - 1 " 2' - 1 " 5' - 1"3' - 1 " 19' - 0" 19' - 0" 3' - 6" 1' - 0 1 / 2 " A3.54SimKUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/4" = 1'-0" 10/1/2012 11:48:20 AM SEP. 20, 2012 AuthorCORE DETAIL PLANS A1.7Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 4 " = 1 ' - 0 " 1 FI R S T F L O O R C O R E P L A N 1 / 4 " = 1 ' - 0 " 2 SE C O N D F L O O R C O R E P L A N Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"3' - 0"12' - 0"40' - 3" FI B E R G L A S S R O O F I N G SH I N G L E S ST E P P E D F O U N D A T I O N W A L L KA W N E E R O R E Q . A L U M I N U M ST O R E F R O N T S Y S T E M 38" X 56" COLONIAL WINDOW10" PT'D COMPOSITE KEY 8" PT'D COMPOSITE TRIM 6" , S E A M L E S S , K - S T Y L E , AL U M I N U M G U T T E R & DO W N S P O U T S 1x 1 0 P A I N T E D C O M P O S I T E FA S C I A T R I M w / P A I N T E D FI B E R C E M E N T S O F F I T 3/ 4 " x 1 6 " P A I N T E D C O M P O S I T E FR I E Z E B O A R D w / 1 x 6 CO M P O S I T E T R I M BU I L T - U P , P A I N T E D P I L A S T E R w / FI B E R C E M E N T F I E L D , C O M P O S I T E TR I M A N D P V C B A S E PA I N T E D F I B E R C E M E N T L A P SI D I N G w / 5 " R E V E A L VI N Y L W I N D O W S w / 5 / 4 x 6 PA I N T E D C O M P O S I T E W I N D O W CA S I N G - T Y P . 3/ 4 " x 1 6 " P A I N T E D C O M P O S I T E HO R I Z O N T A L T R I M w / 1 x 4 T R I M 5/4 x 8 PAINTED COMPOSITE RAKE TRIM1x10 PAINTED COMPOSITE RAKE FASCIA w/ 1x3 TRIM PAINTED, COMPOSITE FASCIA/SOFFIT RETURNS FI B E R G L A S S 2 - P A N E L D O O R , PA I N T E D T O M A T C H S I D I N G FABRIC AWNING BY TENANT, N.I.C. BU I L D I N G S I G N ( N . I . C . ) C E N T E R E D I N PA I N T E D F I B E R C E M E N T A R C H I T R A V E w / GO O S E N E C K S I G N L I G H T S A B O V E - AD L X S V 9 3 0 - F U L L C U T - O F F F I X T U R E SE E S H E E T A 2 . 2 F O R S I G N S P E C I F I C A T I O N S SC R E E N I N G F O R C O M P R E S S O R S - SE E L . A . D R A W I N G S 10 3 ' - 1 1 " 40 ' - 1 " A A D D D A A A A A F F F E E A A A A A A B BA H 10 " 12 " 2' - 5 " 21 ' - 3 " 2' - 5 " 34 ' - 1 " 2' - 5 " 21 ' - 3 " 2' - 5 " 8" SI G N - N . I . C . FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0" ME C H . E Q U I P . I N T A K E & E X H A U S T , T Y P . (1 ) O F ( 6 ) EL E V A T O R E X H A U S T L O U V E R RE S T A U R A N T E X H A U S T F A N B Y TE N A N T - N . I . C . CA N O P Y R O O F H U N G F R O M B U I L D I N G EL E C T R I C A L S E R V I C E A N D T E N A N T M E T E R S ME C H . E Q U I P . C U R B PA I N T E D T O M A T C H R O O F SH I N G L E C O L O R B Y TE N T A N T - N . I . C . EL E V A T O R E X H A U S T D O R M E R w / FI B E R G L A S S S H I N G L E R O O F SI G N L I G H T I N G M O U N T E D U N D E R C A N O P Y F F G G G F G G A G A A A A A D D D D E E H 10 " 12 " 10 " 12 " PL U M B I N G V E N T T H R O U G H R O O F SC R E E N T O M A T C H A P P E A R A N C E OF C O M M P R E S S O R S C R E E N , S E E L. A . D R A W I N G S - P R I C E A S A D D - AL T E R N A T E KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:48:37 AM SEP. 20, 2012 BHEXTERIOR BUILDING ELEVATIONS A2.1Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 WE S T 1 / 8 " = 1 ' - 0 " 2 EA S T KEY PLANN SE E W E S T E L E V A T I O N F O R T Y P I C A L N O T E S & D I M E N S I O N S Rev. No.DescriptionDatePERMIT SET FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " ME C H A N I C A L I N T A K E / EX H A U S T L O U V E R S EL E V A T O R E X H A U S T LO U V E R D O R M E R SC R E E N I N G F O R C O M P R E S S O R S - SE E L . A . D R A W I N G S GA S M E T E R S A N D S H U T - O F F 56 ' - 0 " 4' - 0 " A A A A A C B B B MI N . 10 ' - 0 " 5 1 / 2 " 12 " SC R E E N T O M A T C H A P P E A R A N C E OF C O M M P R E S S O R S C R E E N , S E E L. A . D R A W I N G S - P R I C E A S A D D - AL T E R N A T E FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"FABRIC AWNING BY TENANT, N.I.C.CANOPY ROOF HUNG FROM BUILDING GOOSENECK SIGN LIGHTSFUTURE PV ARRAY F F F FF EE E E 9' - 1 0 " 1' - 7" SI G N P A N E L T O B E A P P L I E D T O FI B E R C E M E N T A R C H I T R A V E PA I N T E D S H E E T M A T E R I A L SU B S T R A T E , M D O O R E Q . AP P L I E D T Y P O G R A P H Y & GR A P H I C S T . B . D . B Y O W N E R & TE N A N T S - S I G N T O B E IL L U M I N A T E D B Y G O O S E N E C K SI G N L I G H T S U . O . N . - S E E EL E V A T I O N S 7' - 0 " 1' - 7" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. As indicated 10/1/2012 11:48:51 AM SEP. 20, 2012 BHEXTERIOR BUILDING ELEVATIONS & SIGNAGE A2.2Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 NO R T H 1 / 8 " = 1 ' - 0 " 2 SO U T H SE E W E S T E L E V A T I O N F O R T Y P I C A L N O T E S & D I M E N S I O N S SE E W E S T E L E V A T I O N F O R T Y P I C A L N O T E S & D I M E N S I O N S 1 / 2 " = 1 ' - 0 " 3 TY P I C A L W A L L S I G N A T W E S T EN T R A N C E S 1 / 2 " = 1 ' - 0 " 4 TY P I C A L W A L L S I G N - E A S T A N D S O U T H EN T R A N C E S KEY PLANN 15 . 5 6 S . F . 11 . 0 8 S . F . NO T E : S I G N N . I . C . NO T E : S I G N N . I . C . Rev. No.DescriptionDatePERMIT SET A C 5/ 8 " G . W . B . , P T ' D D E F 2x 4 S T U D S @ 2 4 " O. C . U N L E S S OT H E R W I S E N O T E D (U . O . N . ) 5/ 8 " G . W . B . , P T ' D 2x 6 S T U D S @ 2 4 " O . C . U. O . N . 5/ 8 " G . W . B . , P T ' D 2x 4 S T A G G E R E D ST U D S @ 2 4 " O . C . O N 2x 6 P L A T E 5/ 8 " G . W . B . , P T ' D 2x 6 S T U D S - S E E ST R U C U R A L DR A W I N G S F O R GR A D E A N D S P A C I N G 1/ 2 " P L Y W O O D - S E E ST R U C T U R A L DR A W I N G S F O R DE T A I L S 3 1 / 2 " S O U N D IN S U L A T I O N ( R - 1 1 ) 5/ 8 " G . W . B . , P T ' D 2x 6 S T U D S - S E E ST R U C U R A L DR A W I N G S F O R GR A D E A N D S P A C I N G 1/ 2 " P L Y W O O D - S E E ST R U C T U R A L DR A W I N G S F O R DE T A I L S 3 1 / 2 " S O U N D IN S U L A T I O N ( R - 1 1 ) B 5/ 8 " G . W . B . , P T ' D 2x 4 S T U D S @ 2 4 " O. C . U . O . N . TY P I C A L P A R T I T I O N WA L L TY P I C A L P A R T I T I O N WA L L w / S O U N D IN S U L A T I O N PL U M B I N G W A L L PL U M B I N G W A L L w / SO U N D I N S U L A T I O N SH E A R W A L L SH E A R W A L L w / SO U N D I N S U L A T I O N 3 1 / 2 " S O U N D IN S U L A T I O N ( R - 1 1 ) FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"T.O.W. 2nd FLOOR 22' - 0" 2 A3 . 2 3 A3 . 2 1 A3 . 2 4 A3 . 2 A3 . 4 1 1 8 10 T.O.W. 1st FLOOR 10' - 1 1/8"T.O. FOUNDATION 2' - 0" 9 2 3 4 6 7 CO N C . S T E M W A L L F O U N D A T I O N w/ 2 " R I G I D I N S U L . B E L O W G R A D E (R - 1 0 . 8 ) A N D 2 1 / 2 " P O L Y I S O . IN S U L . A B O V E G R A D E ( R - 1 3 ) A T IN T E R I O R S I D E O F W A L L - T Y P . U . O . N . 2x 6 S T U D W A L L S w / 2 " F L A S H CO A T S P R A Y F O A M I N S U L . ( R - 14 . 4 ) P L U S 3 . 5 " D E N S E P A C K CE L L U L O S E ( R - 1 3 ) F O R CO M B I N E D R - 2 7 . 4 -T Y P . VI N Y L W I N D O W S - T Y P . CO N T . R I D G E V E N T - T Y P . WO O D R O O F T R U S S E S , TY P . - S E E S T R U C T U R A L DR A W I N G S LV L D R O P P E D G I R D E R - SE E S T R U C T U R A L DR A W I N G S OP E N W E B W O O D F L O O R TR U S S E S , T Y P . - S E E ST R U C T U R A L D R A W I N G S . BL O W N C E L L U L O S E IN S U L . ( R - 5 0 ) - T Y P . ST A I R NO R T H ST A I R SO U T H 1 H O U R FI R E - R A T E D EG R E S S ST A I R CONC. FLOOR SLAB OVER 2" CONT. RIGID INSUL. (R-10.8" ) - TYP.PREPARED SUB-GRADE - SEE STRUCTURAL DRAWINGS AND GEOTECH. REPORT EL E V . GI R D E R T R U S S E S @ ST A I R A N D E L E V A T O R SH A F T F L O O R OP E N I N G S , T Y P . - S E E ST R U C T U R A L D R A W I N G S TH I C K E N E D S L A B A T ST A I R W A L L S , T Y P . - SE E S T R U C T U R A L DR A W I N G S 4" C L O S E D - C E L L S P R A Y - F O A M IN S U L . ( R - 2 8 . 8 ) @ B A N D - T Y P . A3 . 6 D4 CONT. FOOTING DRAIN - TYP.KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. As indicated 10/1/2012 11:49:06 AM SEP. 20, 2012 ABTLONGITUDINAL BUILDING SECTION AND WALL TYPES A3.1Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 100651. SECTIONS ARE DIAGRAMATIC FOR UNDERSTANDING BASIC GEOMETRY AND INSULATION LOCATIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1 / 2 " = 1 ' - 0 " 2 WA L L T Y P E S 1 / 8 " = 1 ' - 0 " 1 LO N G S E C T I O N PERMIT SET Rev. No.DescriptionDate 1Revision 1OCT. 1,2012 FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " T. O . W . 2 n d F L O O R 22 ' - 0 " A3 . 32 A G F C 27 ' - 2 " 28 ' - 1 0 " T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " T. O . F O U N D A T I O N 2' - 0 " 8' - 4" DR O P P E D A C O U S T I C CE I L I N G 5 1 / 2 " 12 " 8' - 6" LV L G I R D E R - S E E ST R U C T U R A L DR A W I N G S CO N T . R I D G E V E N T - T Y P . DR O P P E D A C O U S T I C CE I L I N G CO N C . R E T A I N I N G W A L L FO U N D A T I O N w / 2 " C O N T . RI G I D I N S U L . B E L O W T . O . SL A B ( R - 1 0 . 8 ) A N D 2 1 / 2 " PO L Y I S O . I N S U L . A B O V E SL A B ( R - 1 4 ) - S E E S T R U C T U R A L DR A W I N G S FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"T.O.W. 2nd FLOOR 22' - 0"A3.33 A F C T.O.W. 1st FLOOR 10' - 1 1/8"T.O. STEM WALL 8"LVL GIRDER - SEE STRUCTURAL DRAWINGS5 1/2" 12" 1 H O U R F I R E - R A T E D EG R E S S S T A I R - S E E SH E E T A 3 . 5 F O R DE T A I L S PR O V I D E 3 . 5 " M I N . M I N E R A L F I B E R IN S U L A T I O N A B O V E 5 / 8 " T Y P E - C G. W . B . O N 7 / 8 " R E S I L I E N T F U R R I N G CH A N N E L S @ 1 2 " O . C . F O R 1 H O U R FI R E - R A T E D A S S E M B L Y A B O V E FI R E - R A T E D S T A I R CO N T . 1 H O U R FI R E - R A T E D WA L L A S S E M B L Y HEADER TRUSS -TYP. @ STAIRS, SEE STRUCTURAL DRAWINGS PR O V I D E 2 x 6 K N E E - W A L L A T ST A I R E X T E R I O R W A L L I N P L A C E OF F L O O R T R U S S E S - S E E ST R U C T U R A L D R A W I N G S FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " T. O . W . 2 n d F L O O R 22 ' - 0 " A3 . 3 1 A G F C T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " T. O . S T E M W A L L 8" LV L G I R D E R - S E E ST R U C T U R A L DR A W I N G S EL E V A T O R P I T W I T H SU M P 5 1 / 2 " 12 " EL E V A T O R S H A F T VE N T L O U V E R S - S E E A3 . 6 WO O D F R A M E CA N O P Y H U N G F R O M EX T . W A L L w / S T E E L HA N G E R S A5 . 21 HE A D E R T R U S S E S A T EL E V A T O R S H A F T - T Y P . , SE E S T R U C T U R A L DR A W I N G S 1 H O U R R A T E D EL E V A T O R S H A F T A3 . 6 B1 A3 . 6 B2 FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"T.O.W. 2nd FLOOR 22' - 0" A GF C T.O.W. 1st FLOOR 10' - 1 1/8"T.O. STEM WALL 8"E B D KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1/8" = 1'-0" 10/1/2012 11:49:19 AM SEP. 20, 2012 AuthorTRANSVERSE BUILDING SECTIONS A3.2Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 / 8 " = 1 ' - 0 " 1 TR A N S V E R S E S E C T I O N A T R E T A I N I N G FO U N D A T I O N 1 / 8 " = 1 ' - 0 " 2 TR A N S V E R S E S E C T I O N A T S T A I R N 1 / 8 " = 1 ' - 0 " 3 TR A N S V E R S E S E C T I O N A T E L E V A T O R 1 / 8 " = 1 ' - 0 " 4 TR A N S V E R S E S E C T I O N A T P R O P O S E D RE S T A U R A N T Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET SE E L O N G I T U D I N A L S E C T I O N F O R T Y P I C A L N O T E S SEE LONGITUDINAL SECTION FOR TYPICAL NOTES SEE LONGITUDINAL SECTION FOR TYPICAL NOTES SE E L O N G I T U D I N A L S E C T I O N F O R T Y P I C A L N O T E S FIRST FLOOR 0"SECOND FLOOR 12' - 0"T.O. FOOTING -3' - 0"T.O.W. 2nd FLOOR 22' - 0"2' - 6"12' - 0"1' - 4"HEELHGT.A5.16 A5.17 A5.185 1/2" 12"10' - 0"T.O.W. 1st FLOOR 10' - 1 1/8"T.O. STEM WALL 8"8' - 0"8' - 6"8' - 0"8' - 4"1' - 0 1/4"VINYL WINDOW - SEAL AROUND ALL WINDOWS, SEE SPECIFICATIONSTYPICAL ROOF ASSEMBLY:•FIBERGLASS ROOFING SHINGLES •#15 FELT •ZIP-SYSTEM ROOF SHEATHING •ROOF TRUSSES - SEE STRUCTURAL DRAWINGS INSULATED HEADER, TYP. - SEE STRUCTURAL DRAWINGS VINYL WINDOW - TYPICAL TY P I C A L S E C O N D F L O O R AS S E M B L Y : • SC H E D U L E D F L O O R FI N I S H • AD V A N T E C H P L Y W O O D • FL O O R T R U S S E S w / 6 " FI B E R G L A S S ( R - 1 9 ) IN S U L A T I O N • PR O V I D E 4 " M I N . CL O S E D C E L L S P R A Y FO A M I N S U L A T I O N A T BA N D AC O U S T I C C E I L I N G T I L E SU S P E N D E D C E I L I N G - TY P I C A L U . O . N . AC O U S T I C C E I L I N G T I L E SU S P E N D E D C E I L I N G - TY P I C A L U . O . N . TY P I C A L F I R S T F L O O R AS S E M B L Y : • SC H E D U L E D FL O O R I N G • CO N C . S L A B • PO L Y V A P O R B A R R I E R • CO N T . 2 " R I G I D I N S U L . (R - 1 0 . 8 ) • PR E P A R E D SU B G R A D E - S E E ST R U C T U R A L DR A W I N G S 2” R I G I D I N S U L . ( R - 1 0 . 8 ) AT F R O S T W A L L S - T Y P . PROVIDE CONC. STEMWALL AT NON-RETAINING FOUNDATION WALLS w/ 2 1/2” POLYISO. INSUL.(R-14) AT INTERIOR - SEE STRUCTURAL DRAWINGS FOR REINFORCING AND PLATE ANCHORS CONC. FOUNDATION WALL - SEE STRUCTURAL DRAWINGS - PARGE TOP OF FOOTING TO PROVIDE SLOPED SURFACE AS SHOWN - TYP.CONC. FOOTING w/ KEYWAY - SEESTRUCTURAL DRAWINGS 14 " B L O W N C E L L U L O S E IN S U L . ( R - 5 0 ) 5/ 8 ” G . W . B . O V E R CO N T . A I R B A R R I E R ME M B R A N E - T I E A I R BA R R I E R T O E X T . W A L L AI R / W A T E R B A R R I E R - TY P . TY P I C A L E X T E R I O R W A L L IN S U L A T I O N : • FL A S H C O A T 2 ” M I N . CL O S E D C E L L S P R A Y FO A M I N S U L . ( R - 1 4 . 4 ) • 3. 5 ” D E N S E P A C K CE L L U L O S E ( R - 1 3 ) - TY P . @ A L L E X T E R I O R ST U D W A L L S FU R R O U T S T U D W A L L 2 1 / 2 ” TYPICAL EXTERIOR WALL ASSEMBLY:•F.C. SIDING w/ 5" REVEAL•CONT. AIR BARRIER TO MEET 780 CMR APPENDIX 120 AA STRETCH ENERGY CODE REQUIREMENTS •O.S.B. SHEATHING •2x6 FRAMING - SEE STRUCTURAL DRAWINGS FOR STUD GRADE AND SPACINGINSULATED HEADER, TYP. - SEE STRUCTURAL DRAWINGS 5/ 8 " G . W . B . - T Y P . CRUSHED STONE - WRAP IN FILTER FABRICCONT. FOOTING DRAINCONT. FOUNDATION WALL WATERPROOFING MEMBRANE -EXTEND FROM GRADE LEVEL DOWN TO AND OVER FOOTING - TYP. FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " T. O . W . 2 n d F L O O R 22 ' - 0 " 2' - 6" 5' - 0" 5 1 / 2 " 12 " A5 . 16 T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " T. O . F O U N D A T I O N 2' - 0 " PR O V I D E 2 ” P O L Y I S O . ( R - 13 ) @ I N T E R I O R O F FO U N D A T I O N R E T A I N I N G WA L L FU R R O U T B A S E O F S T U D W A L L 4 1 / 2 ” A N D P R O V I D E C O N T . PA I N T E D W O O D S I L L CO N C . F O U N D A T I O N R E T A I N I N G W A L L - S E E S T R U C T U R A L D R A W I N G S A5 . 1 7 8' - 0" 8' - 4" 2' - 6" 8' - 0" 8' - 6" GR A D E V A R I E S - S E E S T R U C T U R A L DR A W I N G S A5 . 1 8 SI M FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " T. O . W . 2 n d F L O O R 22 ' - 0 " 8' - 0" A5 . 1 6 5 1 / 2 " 12 " T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " T. O . S T E M W A L L 8" A5 . 2 2 A5 . 2 7 8' - 0" AL U M I N U M S T O R E F R O N T E N T R Y LV L H E A D E R - S E E S T R U C T U R A L DR A W I N G S 8" 8' - 6"10' - 0 1/2" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 3/4" = 1'-0" 10/1/2012 11:49:34 AM SEP. 20, 2012 AuthorWALL SECTIONS A3.3Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 3 / 4 " = 1 ' - 0 " 1 TY P I C A L W A L L S E C T ION AT CONC. STEM WA L L 3 / 4 " = 1 ' - 0 " 2 TY P I C A L W A L L S E C T I O N A T 8 " FO U N D A T I O N R E T A I N I N G W A L L 3 / 4 " = 1 ' - 0 " 3 TY P I C A L W A L L S E C T I O N A T A L U M I N U M ST O R E F R O N T NO T E : S E E D R A W I N G 1 / A 3 . 3 F O R T Y P I C A L N O T E S A N D D I M E N S I O N S NO T E : S E E D R A W I N G 1 / A 3 . 3 F O R T Y P I C A L N O T E S A N D D I M E N S I O N S Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET FI R S T F L O O R 0"SE C O N D F L O O R 12 ' - 0 " T. O . F O O T I N G -3 ' - 0 " T. O . W . 2 n d F L O O R 22 ' - 0 " 1' - 6 3/8"10" 12"HEELHGT. T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " T. O . S T E M W A L L 8" 2' - 0"8' - 0"1' - 6"8' - 0"8' - 6" BR I C K P A V E R T E R R A C E - S E E L A N D S C A P E DR A W I N G S A5.18SIM FA B R I C A W N I N G B Y T E N A N T - N . I . C . KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 3/4" = 1'-0" 10/1/2012 11:49:44 AM SEP. 20, 2012 AuthorWALL SECTIONS A3.4Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065NOTE: SEE DRAWING 1/A3.3 FOR TYPICAL NOTES AND DIMENSIONS 3 / 4 " = 1 ' - 0 " 1 TY P I C A L W A L L S E C T I O N A T 1 0 / 1 2 R O O F PERMIT SET Rev. No.DescriptionDate FI R S T F L O O R 0" SE C O N D F L O O R 12 ' - 0 " A3 . 5 5 5' - 3 1 / 2 " 3' - 9 " 1' - 0 " 11 " 1' - 0 " PA I N T E D 1 x 6 W O O D W A L L CA P 5/ 8 " G . W . B . O N 2 x 4 S T U D S @ 1 6 " O . C . PA I N T E D 1 x 1 0 S K I R T - T Y P . 3' - 6" WO O D H A N D R A I L w / M E T A L BR A C K E T S @ 3 ' - 0 " O . C . MA X . - T Y P . PA I N T E D 1 x 1 0 S K I R T - T Y P . FIRST FLOOR 0"SECOND FLOOR 12' - 0" 11 " 1' - 0 " 4' - 8 " 5' - 3 1 / 2 " 3' - 6" 3' - 0" 2x 4 W A L L w / 5 / 8 " G . W . B . A N D 1x 6 P A I N T E D W O O D C A P A 3 1 A3 . 5 2 A3 . 5 6 A3 . 5 CL E A R 3' - 9 " 5' - 1 3/8" A 3 1 A3 . 5 2 A3 . 5 8' - 3"4' - 8" 9 TREADS @ 11" EA. CL E A R 7' - 1 0 3 / 4 " CL E A R 3' - 9 " CL E A R 3' - 9 " 3' - 9"9' - 2" 10 TREADS @ 11" EA. CLEAR 4' - 10 3/4" 1 1 / 2 " 1" 11 " 3/ 4 " P L Y W O O D T R E A D S A N D 1/ 2 " P L Y W O O D R I S E R S GL U E D A N D S C R E W E D T O ST A I R S T R I N G E R S 11 7 / 8 " L V L S T R I N G E R S - TY P . V.I.F. 6 27/32" ± (7" MAX.) CA R P E T O N T R E A D S A N D RI S E R S 2x4 STUDS @ 16" O.C. u.o.n.5/8" G.W.B APPLIED TO BOTH SIDES OF WALL TO FORM CONT., UNBROKEN 1 HR.RATED WALL LVL LEDGER - SEE STRUCTURAL DRAWINGS 2x10 JOISTS @ 16" O.C. HUNG ON LEDGER w/ JOIST HANGERSCARPET OVER 3/4" PLYWOOD DECKING GLUED AND SCREWED TO JOIST FRAMING 5/8" G.W.B. CEILING (@ SECOND FLOOR LANDING ONLY)5/8" CONCRETE BOARDKUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. As indicated 10/1/2012 11:49:59 AM SEP. 20, 2012 AuthorSTAIR DETAILS A3.5Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 3 / 8 " = 1 ' - 0 " 1 ST A I R S E C T I O N - F I R S T F L O O R T O LA N D I N G 3 / 8 " = 1 ' - 0 " 2 ST A I R S E C T I O N - L A N D I N G T O S E C O N D FL O O R 1 / 4 " = 1 ' - 0 " 3 PL A N D E T A I L - S T A I R N O R T H A T F I R S T FL O O R L A N D I N G 1 / 4 " = 1 ' - 0 " 4 PL A N D E T A I L - S T A I R N O R T H A T S E C O N D FL O O R L A N D I N G 1 1 / 2 " = 1 ' - 0 " 5 DE T A I L S E C T I O N - W O O D S T A I R T R E A D S AN D R I S E R S 1 1 / 2 " = 1 ' - 0 " 6 DE T A I L S E C T I O N - T Y P I C A L L A N D I N G SU P P O R T Rev. No.DescriptionDatePERMIT SET FIRST FLOOR 0"SECOND FLOOR 12' - 0"ELEVATOR OVER-RIDE 24' - 8"W8x15 HOISTWAY BEAM(2) LAYERS 5/8" TYPE X GYPSUM BOARD ON 2x10 FRAMING @ 16" O.C. AS PER FM FC 172, 2-25-72 (I HOUR RATED ROOF ASSEMBLY)FILL CAVITY WITH 5 1/2"MINERAL WOOL BATTS AND 3 1/2" MINERAL WOOL BATTS (R-23 + R-15)ASPHALT SHINGLES ON WATER BARRIER OVER 5/8"PLYWOOD SHEATHING (1) LAVER 5.8" TYPE X GYPSUM BOARD - EACH SIDE WITH 1/2" FIRE RETARDANT PLYWOOD UNDER GYPSUM BOARD@ EXTERIOR FACE ON 2x6 FRAMING @ 16" O.C. - 1 HOUR RATED ASSEMBLY AS PER OSU T-3054 SILL & SILL SUPPORT BY ELEVATOR INSTALLER SILL & SILL SUPPORT BY ELEVATOR INSTALLER A3 . 6 B1 SHEATH OUTSIDE FACE OFATTIC SHAFT WALLS WITH 5/8"CEMENT BOARD OVER 1/2"FIRE RETARDANT PLYWOOD PRIOR TO INSTALLING ADJACENT TRUSSES A3 . 6 B3 A3 . 65 A3 . 6 A2 2' - 2 " H I G H L O U V E R P A N E L WI T H T H E R M O S T A T I C A L L Y CO N T R O L L E D M O T O R I Z E D DA M P E R I N S I D E S H A F T (D A M P E R N O T S H O W N ) 10 12 2' - 2"ABOVE ROOF 3' - 0" MIN.TOP OF ROOF OUTSIDE DORMER AL I G N R I D G E W I T H R I D G E OF M A I N R O O F 5 1/2" MINERAL WOOL INSULATION R-23 4' - 0"ELEVATOR PIT LADDERCLEAR1' - 4"TYP.3 1/2" 12' - 8"12' - 0"4' - 0"1' - 0" 8" 8" 7' - 0"8"8" IN S U L A T E S H A F T W A L L S A B O V E AT T I C F L O O R W I T H 5 1 / 2 " MI N E R A L W O O L B A T T S ( R - 2 3 ) NOTE: PROVIDE SOLID BLOCKING AT ALL RAIL SUPPORTS - COORDINATE LOCATIONS WITH ELEVATOR SUPPLIER A3 . 6 B2 SEE STRUCTURAL DRAWINGS FOR 18" x 18"SUMP DETAIL - SET SUMP IN NORTHWEST CORNER OF ELEVATOR PIT A3 . 6 C1 SU M P C O V E R DE T A I L A3.6D3 4' - 6" 2 1 / 2 " 4' - 0" C L E A R A N C E W I T H E L E V A T O R S U P P L I E R 4 1 / 2 " M I N . - 7 " M A X - C O O R D I N A T E R E Q ' D 1' - 0" (8 ) 1 " S Q . S T E E L R U N G S W I T H AB R A S I V E N O N - S L I P C O A T I N G @ 12 " O . C . V E R T I C A L L Y 1 / 2 " x 2 1 / 2 " S T E E L R A I L S WI T H E A S E D E D G E S 1 1 / 4 " R A D I U S @ T O P O F R A I L S PR O V I D E S O L I D 2 x B L O C K I N G @ RA I L S U P P O R T S - S E C U R E T O P BR A C K E T S W I T H 1 / 2 " ø L A G B O L T S SE C U R E B R A C K E T S I N CO N C R E T E W I T H 1 / 2 " ø G A L V . EX P A N S I O N B O L T S (6 ) 1 / 2 " x 2 1 / 2 " " L " S U P P O R T BR A C K E T S W E L D E D T O L A D D E R RA I L S A N D S E C U R E D T O W A L L EX T E N D B R A C K E T S 3 1 / 2 " O N WA L L 2 1/2" TYP. PA R G E T O P O F F O O T I N G TO P R O V I D E S L O P E D SU R F A C E A S S H O W N 2" R I G I D I N S U L A T I O N WA L L W A T E R P R O O F I N G ME M B R A N E - E X T E N D FR O M T O P O F W A L L T O BO T T O M O F F O O T I N G LA P W A L L W A T E R P R O O F I N G ME M B R A N E O V E R P A D ME M B R A N E A N D S E A L 8" C O N C R E T E W A L L 12 " C O N C R E T E P A D O N 12 " S T R U C T U R A L F I L L 8" 1' - 0" 8" 1/ 2 " E X P A N S I O N F I L L E R UN D E R S L A B V A P O R RE T A R D E R M E M B R A N E TU R N U P A N D S E A L T O CO N C R E T E W A L L 2" R I G I D U N D E R S L A B IN S U L A T I O N ( R - 1 0 ) 4" C O N C R E T E S L A B GR A C E P R E P R U F E 3 0 0 R P R E - A P P L I E D WA T E R P R O O F I N G M E M B R A N E U N D E R PA D - E X T E N D U P T O T O P O F P A D A N D SE A L T O W A L L M E M B R A N E A S S H O W N 5/ 8 " C E M E N T B O A R D E X T E N D 1" A B O V E F L O O R A N D 1 " BE L O W L V L - T A P E T O G Y P S U M BO A R D 9 1 / 4 " L V L S E C U R E D T O W A L L FR A M I N G - S E E S T R U C T U R A L DR A W I N G S F O R F A S T E N I N G SI M P S O N L 5 0 - S E E S T R U C T U R A L DR A W I N G S F O R F A S T E N I N G FL O O R T R U S S 5/ 8 " T Y P E X G Y P S U M B O A R D 2x 6 F R A M I N G @ 1 6 " O . C . 7/ 8 " D E C K I N G 5/ 8 " T Y P E x G Y P S U M B O A R D A B O V E AN D B E L O W C E M E N T B O A R D 1x 1 0 S O L I D B L O C K I N G T. O . W . 2 n d F L O O R 22 ' - 0 " 5/ 8 " T Y P E X G Y P S U M B O A R D O N 1/ 2 " F I R E R E T A R D A N T P L Y W O O D OV E R 2 x 6 F R A M I N G 5/ 8 " G Y P S U M B O A R D AC O U S T I C P A N E L C E I L I N G 5/ 8 " T Y P E X G Y P S U M B O A R D 2" 5/ 8 " C E M E N T B O A R D O N 1 / 2 " F I R E RE T A R D A N T P L Y W O O D - E X T E N D CE M E N T B O A R D A N D P L Y W O O D TO T O P O F S H A F T W A L L RO O F T R U S S E S 5 1 / 2 " M I N E R A L W O O L B A T T S ( R - 2 3 ) 5/ 8 " C E M E N T B O A R D E X T E N D 1 " A B O V E FL O O R A N D 1 " B E L O W L V L - T A P E T O GY P S U M B O A R D 18 " L V L S E C U R E D T O W A L L F R A M I N G SE E S T R U C T U R A L D E A W I N G S F O R FA S T E N I N G SI M P S O N T H A 4 1 8 F A C E M O U N T HA N G E R - S E E S T R U C T U R A L DR A W I N G S F O R F A S T E N I N G FL O O R T R U S S 5/ 8 " T Y P E X G Y P S U M B O A R D 2x 6 F R A M I N G @ 1 6 " O . C . 7/ 8 " D E C K I N G 5/ 8 " T Y P E x G Y P S U M B O A R D A B O V E AN D B E L O W C E M E N T B O A R D 18 " L V L L E T I N T O 1 S T F L O O R W A L L FR A M I N G 2X 1 0 R O O F F R A M I N G @ 1 6 " O . C . FI L L C A V I T I E S W I T H 5 1 / 2 " & 3 1 / 2 " MI N E R A L W O O L B A T T S ( R - 2 3 + R - 1 5 ) (2 ) L A Y E R S 5 / 8 " T Y P E X G Y P S U M B O A R D ON 6 M I L P O L Y V A P O R R E T A R D E R 2x S O L I D B L O C K I N G B E T W E E N R A F T E R S AS P H A L T S H I N G L E S O N W E A T H E R BA R R I E R O V E R 5 / 8 " P L Y W O O D OV E R F R A M E E L E V A T O R S H A F T R O O F ON M A I N R O O F B E L O W MA I N R O O F D E C K RO O F T R U S S E S EX T E N D 5 / 8 " C E M E N T B O A R D A N D 1/ 2 " F I R E R E T A R D A N T P L Y W O O D T O TO P E L E V A T O R S H A F T W A L L 5/ 8 " T Y P E X G Y P S U M B O A R D O V E R 6 M I L PO L Y V A P O R R E T A R D E R O N 2 x 6 F R A M I N G @ 1 6 " O . C . 5 1 / 2 " M I N E R A L W O O L B A T T IN S U L A T I O N ( R - 2 3 ) FOR SUMP DEPTH SEE STRUCTURAL DWG'S 1'- 6 " L2 x 2 x 1 / 4 W E L D E D T O L 2 - 1 / 2 x 1 - 1 / 2 x 1 / 4 ST E E L S T R A P A N C H O R S @ 6 " O . C . EL E V A T O R P I T S I D E W A L L 1" Ø F I N G E R H O L E S - ( 2 ) R E Q ' D RE M O V A B L E 1 / 2 " S T L . DI A M O N D P L A T E C O V E R NO T E : A L L S T E E L T O B E H O T DI P P E D G A L V A N I Z E D A F T E R FA B R I C A T I O N L2 x 2 x 1 / 4 W I T H 3 / 8 " ø B E N T R O D S W E L D E D T O AN G L E & E M B E D D E D I N C O N C R E T E @ P I T SI D E W A L L S - M I N ( 2 ) P E R S I D E KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. As indicated 10/1/2012 11:50:14 AM SEP. 20, 2012 twhELEVATOR SECTION AND DETAILS A3.6Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065Rev. No.DescriptionDatePERMIT SET 1 / 2 " = 1 ' - 0 " D4 Se c t i o n @ E l e v a t o r 1 " = 1 ' - 0 " D3 Pi t t L a d d e r D e t a i l 1 1 / 2 " = 1 ' - 0 " B1 El e v a t o r P i t S e c t i o n 1 1 / 2 " = 1 ' - 0 " B3 Fl o o r / W a l l D t l . @ E l e v . N o r t h & S o u t h W a l l s 1 1 / 2 " = 1 ' - 0 " 5 Ca l l o u t ( 3 ) o f S e c t i o n 8 1 1 / 2 " = 1 ' - 0 " B2 Fl o o r / W a l l D t l . @ E l e v . E a s t & W e s t W a l l s 1 1 / 2 " = 1 ' - 0 " A2 Ca l l o u t ( 4 ) o f S e c t i o n 8 3 " = 1 ' - 0 " C1 EL E V A T O R S U M P C O V E R D E T A I L PA I N T PA I N T E D EL E V A T O R DO O R CL E A R F I N I S H W O O D DO O R W I T H P A I N T E D WO O D C A S I N G 6" C E R A M I C T I L E C O V E B A S E AL U M I N U M ST O R E F R O N T PAINTED 1x3 WOOD CASING - TYP.CONT. WOOD SILL -SEE DWG. 5/A5.2PAINT 6" TILE BASE PAINTED WOOD APRON 8' - 6" PA I N T E D 1 x 3 W O O D CA S I N G - T Y P . CL E A R F I N I S H WO O D D O O R WI T H P A I N T E D CA S I N G PA I N T 6" C E R A M I C T I L E C O V E B A S E RE C E S S E D F I R E EX T I N G U I S H E R CA B I N E T AC C E S S I B L E DR I N K I N G FO U N T A I N I N NI C H E w / G. W . B . S O F F I T 8' - 6"1' - 6 1/2" 10' - 0 1/2" 7' - 0" PAINT 1' - 6"5' - 6"2' - 8 1/4"2' - 8 1/4"1' - 0" 1/ 4 " L A M I N A T E D G L A S S W I T H PAINTED WOOD GLASS ST O P S A N D 1 x 3 P A I N T E D WOOD FRAME FRP WAINSCOT 4' - 0" PA I N T PR O V I D E BL O C K I N G F O R GR A B B A R S , T Y P . 24 x 3 6 MI R R O R SI N K W I T H AC C E S S I B L E PL U M B I N G PA N E L 8' - 6" VI N Y L B A S E (ADD ALTERNATE) FRP WAINSCOTT 4' - 0" (ADD ALTERNATE) VI N Y L B A S E PA I N T FRP WAINSCOTT 4' - 0" (ADD ALTERNATE) CL E A R F I N I S H WO O D D O O R WI T H P A I N T E D WO O D C A S I N G VI N Y L B A S E PA I N T FRP WAINTSCOTT 4' - 0" (ADD ALTERNATE) PAINT PA I N T E D EL E V A T O R DO O R CL E A R F I N I S H W O O D DO O R W I T H P A I N T E D WO O D C A S I N G CARPET BASE PA I N T E D S O F F I T PA I N T CA R P E T B A S E PA I N T E D WO O D WI N D O W TR I M CL E A R F I N I S H WO O D D O O R WI T H P A I N T E D WO O D C A S I N G PA I N T CA R P E T B A S E RE C E S S E D F I R E EX T I N G U I S H E R CA B I N E T DR I N K I N G FO U N T A I N I N NI C H E w / G. W . B . S O F F I T 7' - 0" PAINT CARPET BASE 1/ 4 " L A M I N A T E D G L A S S W I T H PAINTED WOOD GLASS STOPS AND 1x3 PAINTED WOOD FRAMEKUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 3/8" = 1'-0" 10/1/2012 11:50:33 AM SEP. 20, 2012 AuthorINTERIOR ELEVATIONS A4.1Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 3 / 8 " = 1 ' - 0 " 1 EN T R Y L O B B Y N O R T H 3 / 8 " = 1 ' - 0 " 2 MA I N E N T R Y V E S T I B U L E - E A S T 3 / 8 " = 1 ' - 0 " 3 MA I N E N T R Y V E S T I B U L E - S O U T H 3/8" = 1'-0"4MAIN ENTRY VESTIBULE - WEST 3 / 8 " = 1 ' - 0 " 5 TY P I C A L W C - N O R T H E L E V A T O N 3 / 8 " = 1 ' - 0 " 6 TY P I C A L W C - E A S T 3 / 8 " = 1 ' - 0 " 7 TY P I C A L W C - S O U T H 3 / 8 " = 1 ' - 0 " 8 TY P I C A L W C - W E S T 3 / 8 " = 1 ' - 0 " 9 SE C O N D F L O O R C O M M O N S P A C E - NO R T H 3 / 8 " = 1 ' - 0 " 10 SE C O N D F L O O R C O M M ON S P A C E - E A S T 3 / 8 " = 1 ' - 0 " 11 SE C O N D F L O O R C O M M O N S P A C E - SO U T H 3/8" = 1'-0"12SECOND FLOOR COMMON SPACE -WESTRev. No.DescriptionDatePERMIT SET 5/ 4 x 4 P A I N T E D CO M P O S I T E T R I M 3 1 / 2 " 1' - 1 0 " 3 1 / 2 " F. C . P I L A S T E R S I D I N G 3/ 4 " P L Y W O O D F U R R I N G O. S . B . S H E A T H I N G w / CO N T . A I R / W A T E R BA R R I E R 5/ 4 x 4 P A I N T E D CO M P O S I T E T R I M 3/ 4 " x 3 / 4 " P A I N T E D CO M P O S I T E T R I M F. C . L A P S I D I N G w / 5 " RE V E A L 5/ 8 " G Y P S U M B O A R D FL A S H C O A T 2 " M I N . C L O S E D C E L L SP R A Y F O A M I N S U L A T I O N ( R - 6 ) , FI L L R E M A I N I N G C A V I T Y w / CE L L U L O S E 2x 6 W A L L F R A M I N G GU T T E R D O W N S P O U T PI L A S T E R B A S E B E L O W 2' - 5 " SECOND FLOOR 12' - 0"F.C. LAP SIDING w/ 5" REVEAL OVER O.S.B. SHEATHING w/ CONT.AIR/WATER BARRIER - SEE SPECIFICATIONS3/4"x16" PAINTED COMPOSITE HORIZONTAL TRIM - PROVIDE 7/16"RABBET AT BASE TO ACCOMMODATE LAP SIDING5/8"x3 1/2" PAINTED COMPOSITE HORIZONTAL TRIMCONT. METAL FLASHING - SEE SPECIFICATIONS R- 1 9 F I B E R G L A S S I N S U L A T I O N 7/ 8 " P L Y W O O D S U B - F L O O R G L U E D AN D N A I L E D T O F L O O R T R U S S E S - SE E S P E C I F I C A T I O N S WO O D F L O O R T R U S S E S - S E E ST R U C T U R A L D R A W I N G S F O R SP A C I N G A N D D E T A I L S 3/4" 2x 6 W A L L B O T T O M P L A T E S E A L E D T O SU B F L O O R - S E E S P E C I F I C A T I O N S SC H E D U L E D F L O O R F I N I S H SC H E D U L E D B A S E NE T T I N G F O R C E L L U L O S E I N S U L . - T Y P . 3 1/2"1' - 3 1/2"F.C. LAP SIDING w/ 5" REVEAL OVER O.S.B. SHEATHING w/ CONT.AIR/WATER BARRIER - SEE SPECIFICATIONS T.O.W. 1st FLOOR 10' - 1 1/8"3/4" THICK SPACER (SOLID WOODOR PLYWOOD)1' - 7" PR O V I D E 4 " M I N . C L O S E D C E L L IN S U L A T I O N A T B A N D 5/ 8 " G . W . B . T.O.W. 2nd FLOOR 22' - 0"2x4 SOFFIT FRAMING @ 16" O.C.VENTED F.C. SOFFIT BOARD 1x6 PAINTED COMPOSITE FRIEZE TRIM OVER 2x BLOCKING 3/4" x 16" PAINTED COMPOSITE FRIEZE OVER 3/4" PLYWOOD FURRING O.S.B. WALL SHEATHING w/ CONT.AIR/WATER BARRIER 5/ 8 " G Y P . B O A R D C E I L I N G O V E R CO N T . V A P O R B A R R I E R - T I E V A P R BA R R I E R T O W A L L A I R / W A T E R BA R R I E R F O R C O N T . A I R T I G H T S E A L RA I S E D H E E L R O O F T R U S S - S E E ST R U C T U R A L D R A W I N G S F O R SP A C I N G BL O W N C E L L U L O S E I N S U L A T I O N (R - 5 0 ) - P R O V I D E A T T I C " P R O P E R VE N T " A T E A V E S F O R CO N T I N U O U S A I R FL O W / I N S U L A T I O N S T O P 5/ 8 " G . W . B . S E A L E D T O T O P P L A T E - SE E S P E C I F I C A T I O N S FL A S H C O A T 2 " M I N . C L O S E D C E L L SP R A Y F O A M I N S U L . ( R - 1 4 . 4 ) P L U S 3 . 5 " DE N S E P A C K C E L L U L O S E ( R - 1 3 ) - T Y P . SUB-FASCIA FROM 2x101x10 PAINTED COMPOSITE FASCIA1x2 PAINTED COMPOSITE FASCIA TRIM IN S U L A T E D H E A D E R - S E E S T R U C T U R A L DR A W I N G S A N D S P E C I F I C A T I O N S P A I N T E D 1 x 3 W O O D C A S I N G FA C T O R Y - A P P L I E D P R E F I N I S H E D J A M B EX T E N S I O N S SEAMLESS METAL GUTTER - SEE SPECIFICATIONSCONT. METAL DRIP EDGEFIBERGLASS ROOFING SHINGLES OVER #15 FELT - PROVIDE ICE AND WATER BARRIER OVER EAVES AND EXTENDING UP ROOF SLOPE TO A POINT 2' BEYOND INTERIOR FACE OF EXTERIOR WALL PR O V I D E S E A L A N T A R O U N D PE R I M E T E R O F W I N D O W - S E E SP E C I F I C A T I O N S VINYL WINDOW - SEESPECIFICATIONSFULLY WRAP R.O. w/ MEMBRANE FLASHING ALUMINUM FLASHING COUNTER FLASHED TO WALL AIR/WATER BARRIER5 1/2" 12 " 1' - 4"FIRST FLOOR 0" 2' - 6" 8"VINYL WINDOW - SEE SPECIFICATIONS 5/4 x 6 PAINTED COMPOSITE WINDOW TRIM - TYPICAL F.C. LAP SIDING w/ 5" REVEAL OVER O.S.B. SHEATHING w/ CONT.AIR/WATER BARRIER - SEE SPECIFICATIONS GRADE VARIES - SEE L.A. DRAWINGS P A I N T E D W O O D W I N D O W S I L L 2 x 2 S T U D S @ 2 4 " O . C . CO N T . 1 " P O L Y I S O . I N S U L . ( R - 6 ) AG A I N S T S T E M W A L L IN F I L L B E T W E E N 2 x 2 S T U D S w / 1 . 5 " PO L Y I S O . I N S U L . ( R - 8 ) - T Y P . T O T O P OF S O L E P L A T E S 5/ 8 " G . W . B . PA I N T E D 1 x 3 W O O D A P R O N S C H E D U L E D F I N I S H O V E R C O N C . S L A B 2" RIGID INSUL. THERMAL BREAK @SLAB/FOUNDATION WALL INTERSECTION - TYP.CONC. FOUNDATION WALL FL A S H C O A T 2 " M I N . C L O S E D C E L L SP R A Y F O A M I N S U L . ( R - 1 4 . 4 ) P L U S 3. 5 " D E N S E P A C K C E L L U L O S E ( R - 1 3 ) - T Y P . FULLY WRAP R.O. w/ MEMBRANE FLASHINGSEALANT w/ BACKER ROD 2x6 P.T. PLATE SEALED TO CONC.FOUNDATION WALL ACCORDING TO SPECIFICATIONS T.O. STEM WALL 8" 2 1 / 2 " 6" PO L Y V A P O R B A R R I E R - T U R N U P W A L L AN D O V E R S O L E P L A T E CO N T . 2 " R I G I D I N S U L . ( R - 1 0 . 8 ) S C H E D U L E D B A S E ANCHOR BOLT - SEE STRUCTURAL DRAWINGS P . T . 2 x 2 P L A T E F A S T E N E D T O C O N C . WA L L w / C O N C . A N C H O R S C R E W S - CO U N T E R S I N K I N T O 2 x 2 A S S H O W N 2 x 4 B L O C K I N G CO N T . M E T A L F L A S H I N G - S E E SP E C I F I C A T I O N S 5/ 4 x 4 P A I N T E D C O M P O S I T E P I L A S T E R TR I M F. C . P I L A S T E R S I D I N G GR A D E - S E E L . A . D R A W I N G S 5/ 4 x 8 P V C P I L A S T E R B A S E T R I M - PR O V I D E R E T U R N S T O C O N C . WA L L CO N T . M E T A L F L A S H I N G - S E E SP E C I F I C A T I O N S P. T . 2 x 8 w / P . T . 1 / 2 " P L Y W O O D BL O C K I N G 2 1/2"10 3/4" 3/ 4 " P L Y W O O D F U R R I N G CO N T . M E T A L F L A S H I N G - S E E SP E C I F I C A T I O N S 5/ 4 x 4 P A I N T E D C O M P O S I T E PI L A S T E R T R I M F. C . P I L A S T E R S I D I N G 3/ 4 " P L Y W O O D P I L A S T E R F U R R I N G O. S . B . S H E A T H I N G w / C O N T . AI R / W A T E R B A R R I E R - S E E SP E C I F I C A T I O N S F. C . P I L A S T E R S I D I N G CO N T . M E T A L F L A S H I N G - S E E SP E C I F I C A T I O N S 5/ 4 x 4 P A I N T E D C O M P O S I T E PI L A S T E R T R I M F. C . P I L A S T E R S I D I N G 1' - 7" 3 1/2"3 1/2"1' - 0" 3/ 4 " x 1 6 " P A I N T E D C O M P O S I T E FR I E Z E B O A R D O V E R 3 / 4 " P L Y W O O D FU R R I N G CO N T . M E T A L F L A S H I N G - S E E SP E C I F I C A T I O N S 1x 6 P A I N T E D C O M P O S I T E P I L A S T E R CA P T R I M w / 3 / 8 " C H A M F E R 2x 6 P I L A S T E R C A P F U R R I N G 5/ 4 x 4 P A I N T E D C O M P O S I T E P I L A S T E R TR I M F. C . P I L A S T E R S I D I N G 3/ 4 " P L Y W O O D P I L A S T E R F U R R I N G PL Y W O O D S H E A T H I N G w / C O N T . AI R / W A T E R B A R R I E R - S E E SP E C I F I C A T I O N S 5/ 4 x 4 P A I N T E D CO M P O S I T E T R I M F. C . P I L A S T E R S I D I N G 3/ 4 " P L Y W O O D F U R R I N G 1/ 2 " O . S . B . S H E A T H I N G w / CO N T . A I R / W A T E R BA R R I E R 5/ 4 x 4 P A I N T E D CO M P O S I T E T R I M 3/ 4 " x 3 / 4 " P A I N T E D CO M P O S I T E T R I M F. C . L A P S I D I N G w / 5 " RE V E A L PI L A S T E R B A S E B E L O W 3/ 4 " x 3 / 4 " P A I N T E D CO M P O S I T E T R I M F. C . L A P S I D I N G w / 5 " RE V E A L 3 1/2"1' - 10"3 1/2" KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1 1/2" = 1'-0" 10/1/2012 11:50:49 AM SEP. 20, 2012 BHEXTERIOR TRIM DETAILS AND SECTIONS A5.1Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 1 / 2 " = 1 ' - 0 " 1 DE T A I L - P L A N S E CT I O N A T C O R N E R PI L A S T E R 1 1 / 2 " = 1 ' - 0 " 7 DE T A I L - S E C T I O N A T H O R I Z O N T A L SI D I N G B A N D 1 1 / 2 " = 1 ' - 0 " 6 DE T A I L - T Y P I C A L S E C T I O N A T E A V E 1 1 / 2 " = 1 ' - 0 " 8 DE T A I L - S E C T I O N A T S T E M W A L L / WI N D O W S I L L 1 1 / 2 " = 1 ' - 0 " 5 DE T A I L - P I L A S T E R A T B A S E 1 1 / 2 " = 1 ' - 0 " 4 DE T A I L - P I L A S T E R A T H O R I Z O N T A L TR I M 1 1 / 2 " = 1 ' - 0 " 3 DE T A I L - P I L A S T E R A T F R I E Z E 1 1 / 2 " = 1 ' - 0 " 2 DE T A I L - P L A N S E C T I O N O F P I L A S T E R I N SI D I N G F I E L D Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET FIRST FLOOR 0"T.O. STEM WALL 8"ALUMINUM STOREFRONT CONC. WALK - SEE L.A. DRAWINGS PA I N T E D W O O D S I L L PA I N T E D W O O D A P R O N / B A S E F R O M 1 x 1 0 3/ 4 " P . T . P L Y W O O D - A T T A C H T O C O N C . WA L L A N D 2 x 2 F U R R I N G S T R I P A S S H O W N 5/ 8 " G . W . B . C O N T . 1 " P O L Y I S O . ( R - 6 ) I N S U L . 2x 2 F U R R I N G S T R I P 2 F A S T E N E D T O CO N C . W A L L w / C O N C . A N C H O R S C R E W S - U S E P . T . W H E R E I N C O N T A C T w / S L A B PA I N T E D W O O D J A M B R E T U R N B E Y O N D CONT. SEALANT WITH FOAM BACKERCONT. AIR SEALING AROUND STOREFRONT TO MEET 780 CMR APPENDIX 120 AA STRETCH ENERGY CODE REQUIREMENTS 1 1 / 2 " P O L Y I S O . ( R - 8 ) I N S U L . SECOND FLOOR 12' - 0"T.O.W. 1st FLOOR 10' - 1 1/8"HORIZONTAL SIDING BAND - SEE 7/A5.1 GOOSENECK SIGN LIGHT CENTERED IN HORIZONTAL SIDING BAND PAINTED F.C. ARCHITRAVE SIGN PANEL WITH APPLIED TYPOGRAPHY - N.I.C.4 1/2"1' - 7"4 1/2"2x2 PAINTED WOOD TRIM w/ 3/4"CHAMFER AND 1/8" DRIP CURFCONT. METAL FLASHING ALUMINUM STOREFRONT PA I N T E D W O O D J A M B PA I N T E D 1 x 3 W O O D C A S I N G 5/ 8 " G . W . B . C E I L I N G @ VE S T I B U L E SE C O N D F L O O R 12 ' - 0 " T. O . W . 1 s t F L O O R 10 ' - 1 1 / 8 " 6" 12 " 3' - 1 0 " 7 1/4" 2' - 5 1/2" CA N O P Y R O O F T R U S S H U N G F R O M E X T E R I O R WA L L - S E E S T R U C T U R A L D R A W I N G S FI B E R G L A S S R O O F I N G S H I N G L E S O V E R 1 5 # FE L T O V E R 5 / 8 " P L Y W O O D CO N T . M E T A L D R I P E D G E SE A M L E S S M E T A L G U T T E R - S E E SP E C I F I C A T I O N S 1x 2 C O M P O S I T E F A S C I A T R I M 1x 8 C O M P O S I T E F A S C I A T R I M FI B E R C E M E N T B O A R D S O F F I T SO F F I T - M O U N T E D S K Y L I G H T 3 1 / 2 " 1' - 1 0 " 3 1 / 2 " 1 x P A I N T E D W O O D J A M B R E T U R N PA I N T E D W O O D S I L L - B E L O W AL U M I N U M S T O R E F R O N T 2' - 5 " 5/ 8 " T H I C K P A I N T E D C O M P O S I T E T R I M 3/ 4 " T H I C K S O L I D W O O D B L O C K I N G 5/ 4 P A I N T E D C O M P O S I T E P I L A S T E R TR I M F. C . P I L A S T E R F I E L D 3/ 4 " P L Y W O O D F U R R I N G 1 x 3 P A I N T E D W O O D C A S I N G - T Y P . 5/ 8 " P A I N T E D G . W . B . JA C K A N D K I N G S T U D S F O R H E A D E R AB O V E - S E E S T R U C T U R A L D R A W I N G S CO N T . A I R S E A L I N G A R O U N D A L U M . ST O R E F R O N T T O M E E T 7 8 0 C M R AP P E N D I X 1 2 0 A A S T R E T C H E N E R G Y CO D E PA I N T E D C O M P O S I T E H O R I Z O N T A L SI D I N G B A N D - S E E 7 / A 5 . 1 2x 4 B L O C K I N G - R I P T O P F A C E F O R PO S I T I V E D R A I N A G E CO N T . M E T A L F L A S H I N G 1x 4 P A I N T E D C O M P O S I T E P I L A S T E R CA P T R I M w / 3 / 8 " C H A M F E R 5/ 4 x 4 P A I N T E D C O M P O S I T E PI L A S T E R T R I M F. C . P I L A S T E R S I D I N G 3/ 4 " P L Y W O O D F U R R I N G RO U G H O P E N I N G FO R E N T R A N C E DO O R - P R O V I D E ST E M W A L L D R O P I N TH I S A R E A CO N C . S T E M W A L L DO O R F R A M E - S E E DO O R S C H E D . CO N T . S E A L A N T WI T H F O A M B A C K E R EN T R Y D O O R - S E E DO O R S C H E D . 1 1 / 2 " P O L Y I S O . I N S U L . 5/ 8 " G . W . B . 2x 2 F U R R I N G S T R I P S 4 A5 . 2 SC H E D U L E D B A S E CO N T . A I R S E A L I N G AR O U N D E N T R Y DO O R S T O M E E T 7 8 0 CM R A P P E N D I X 1 2 0 A A ST R E T C H E N E R G Y CO D E CO N T . 1 " P O L Y I S O . I N S U L P. T . P L Y W O O D VA R I E S FI R S T F L O O R 0" T. O . S T E M W A L L 8" AL U M . E N T R A N C E D O O R CO N C . S I D E W A L K - S E E L . A . D R A W I N G S TU R N D O W N C O N C . S L A B T O FO U N D A T I O N W A L L A T E N T R A N C E DO O R D R O P S OM I T S T E M W A L L A T E N T R A N C E DO O R S - T Y P . V.I.F. 6" WO O D S I L L B E Y O N D - S E E 5 / A 5 . 2 KUHN RIDDLE A R C H I T E C T S 28 AMITY ST. SUITE 2B A M H E R S T MASSACHUSETTS 01002 4 1 3 2 5 9 1 6 3 0 FAX: 4 1 3 2 5 9 1 6 2 1 A DBCThis drawing is not intended nor shall it be used for construction purposes unless the signed professional seal of a registered architect employed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale: 1 2 3 4 5 1 2 3 4 5 A DBC c Kuhn Riddle Architects, Inc. 1 1/2" = 1'-0" 10/1/2012 11:51:12 AM SEP. 20, 2012 AuthorEXTERIOR TRIM DETAILS AND SECTIONS A5.2Village Hill Road Northampton, MA 01060THE GATEHOUSE, LOT 18 10065 1 1 / 2 " = 1 ' - 0 " 7 DE T A I L - S E C T I O N A T A L U M I N U M ST O R E F R O N T B A S E 1 1 / 2 " = 1 ' - 0 " 2 DE T A I L - S E C T I O N A T S I G N B A N D 1 1 / 2 " = 1 ' - 0 " 1 DE T A I L - S E C T I O N A T E A S T E N T R A N C E RO O F 1 1 / 2 " = 1 ' - 0 " 6 DE T A I L - P L A N S E C T I O N A T A L U M I N U M ST O R E F R O N T 1 1 / 2 " = 1 ' - 0 " 3 DE T A I L - E N T R A N C E P I L A S T E R A T H E A D Rev. No.DescriptionDate 1Revision 1OCT. 1,2012PERMIT SET 1 1 / 2 " = 1 ' - 0 " 5 PL A N D E T A I L - D O O R O P E N I N G S A T CO N C . S T E M W A L L 1 1 / 2 " = 1 ' - 0 " 4 DE T A I L S E C T I O N - TY P I C A L E N T R A C E DO O R A T S I L L 1 8 10 A A G G F F C C 9 234 5 6 7 E BD 1 8 10 AGFC 9 234 5 6 7 E BD FI R S T F L O O R S C H E M A T I C H V A C P L A N SC A L E : 18" = 1 ' - 0 " SE C O N D F L O O R S C H E M A T I C H V A C P L A N SC A L E : 18" = 1 ' - 0 " M M M T T DR A W I N G N O T E S : GA S F I R E D F U R N A C E F O R T E N A N T U S E .     ‘  3 9 &  ) 8 5 1 $ & (  9 ( 1 7 6  8 3  7 2  5 2 2 )  FA I D U C T U P T O A T T I C . FU T U R E L O C A T I O N O F K I T C H E N H O O D E X H A U S T D U C T AN D M A K E - U P A I R . CE R 1 0 0 C F M . EL E V . M A C H I N E R O O M V E N T . VR V H E A T P U M P . C O N N E C T T O O W N E R ' S M E T E R . SA & R A D U C T S F O R F U T U R E T E N A N T U S E . SA & R A D U C T S F O R F U T U R E T E N A N T U S E . SU P P L Y D I F F U S E R . RE T U R N R E G I S T E R . EX H A U S T D U C T C A P P E D F O R F U T U R E . EX H A U S T D U C T U P . 34" C D D N . T O S E R V I C E S I N K . DR A W I N G N O T E S :     ‘  3 9 &  ) 8 5 1 $ & (  9 ( 1 7 6  8 3  7 2  5 2 2 )  FA I D U C T U P T O A T T I C . FA I D U C T U P & D N . FU T U R E L O C A T I O N O F K I T C H E N H O O D E X H A U S T D U C T AN D M A K E - U P A I R . NO T U S E D . SA & R A D U C T S F O R F U T U R E T E N A N T U S E . (8 ) R E F R I G E R A N T L I N E S D N . I N W A L L . SU P P L Y D I F F U S E R . RE T U R N R E G I S T E R . CE R 1 0 0 C F M . (2 ) E X H A U S T D U C T S U P T O A T T I C . T RE F . P I P I N G D N . 34" C D D N . CO CO CO BUSINESS 1A109 BU S I N E S S 1 B 11 0 ME R C A N T I L E 11 1 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 SP K L R . 10 7 VE S T . w / A T M 10 6 VEST.108 1A MECH.115 1B M E C H . 11 7 EL . M A C H . 11 8 W. WC119M. WC120 U. W C 12 1 STAIR NORTH101 EL E V . 00 1 EN T R Y L O B B Y 10 2 1C M E C H . 12 4 U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 BUSINESS 2A209 BU S I N E S S 2 B 21 0 2A MECH.203 ST O . 20 7 WC206 WC205STAIR NORTH201 CO M M O N S P A C E 20 22B M E C H . 21 1 WC 21 2 WC 21 3 ST A I R S O U T H 21 4 BL D G . ME C H . 20 8 EL E V . 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e DJ G SC H E M A T I C H V A C FL O O R P L A N S H1 . 0 18" = 1 ' - 0 " AT T I C F L O O R S C H E M A T I C H V A C P L A N SCA L E : 18" = 1 ' - 0 " DR A W I N G N O T E S : 24 " x 1 2 " E L E V A T O R L O U V E R W I T H N O R M A L L Y O P E N D A M P E R . IN T E R L O C K W I T H R E V E R S E A C T I N G T ' S T A T A N D F I R E A L A R M .  ‘  & 2 1 & ( 1 7 5 , &  9 ( 1 7  7 + 5 8  5 2 2 )  FA D U C T D N . OU T L I N E O F F U T U R E K I T C H E N E X H A U S T M A K E - U P A I R U N I T . NO T U S E D . AL T E R N A T E B I D 1 6 0 0 C F M A I R - T O - A I R H E A T R E C O V E R Y VE N T I L A T O R . EA D D N . T M VD VDEXHAUST PLENUM1400CFM FRESH AIR PLENUM6.5 SQ. FT.EA LOUVER(1400 CFM)6.5 SQ. FT.FAI LOUVER(1400 CFM)8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e DJ G SC H E M A T I C H V A C AT T I C P L A N H1 . 1 18" = 1 ' - 0 " TAGMFGMODEL AMBIENTTEMP. ƒ) CAPACITY(TONS)SUCTION7(03 ƒ) NUMBER OFREFRIGERANTCIRCUITSREFRIGERANTTYPEEER SE R V E S EL E C T R I C A L D A T A RE M A R K S VO L T S PH A S E MC A MO C P CU-1FIJITSUAOU42RLX953.5451R-410A15.0 20 8 1 20 CU-2FIJITSUAOU42RLX953.5451R-410A15.0 20 8 1 20 CU-3TRANETTB048954441R-410A15.0 20 8 1 15 20 CU-4TRANETTB048954441R-410A15.0 20 8 3 15 CU-5TRANETTB048954441R-410A15.0 20 8 3 15 CU-6CU-7CU-8CU-9REMARKS:INSTALL ON CONCRETE PAD ON GRADE BY GENERAL CONTRACTORLOW AMBIENT CONTROLREFRIGERANT LINE KIT5-YEAR COMPRESSOR WARRANTYINTERLOCK WITH RESPECTIVE ACUINVERTER CONTROLLED COMPRESSORWIND BAFFLES TAGMFGMODELCONFIG.SUPPLY AIROUTDOORAIR CFM HEATING (NATURAL GAS)DX C O O L I N G ( I N T E R T W I N E D ) MO T O R WE I G H T (L B S . ) SE R V E S RE M A R K S CFME.S.P.TOTALMBHSENS.MBH EATDB/W B LA T DB / W B RE F . TY P E SU C T I O N TE M P . RE F R I G . CI R C U I T S HP VO L T S PH A S E MC A MO C P INPUTOUTPUTEATLATAHU-1TRANETUX1C0809601AHORIZ.14000.75"260807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 13 . 5 20 20 0 AHU-2TRANETUX1D100A9601AHORIZ.14000.75"260807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 13 . 5 20 20 0 AHU-3TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 AHU-4TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 AHU-5TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 AHU-6TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 AHU-7TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 AHU-8TRANETUX1D100A9601AUPFLOW16000.75"1200807457100483678/6 5 55 / 5 4 R- 4 1 0 A 45 1 1/ 2 12 0 1 12 . 9 20 20 0 REMARKS:FACTORY DISCONNECT SWITCHINSTALL ON 4" CONCRETE PAD BY GENERAL CONTRACTORPROVIDE WITH CONCENTRIC VENT KIT INCLUDING PIPING AND ROOF TERMINATION FITTINGS TO PROVIDE A COMPLETE VENTING/COMBUSTI O N A I R S Y S T E M PROVIDE WITH 7-DAY PROGRAMMABLE NIGHT SETBACK THERMOSTATFRESH AIR THRU ERV-1TAGMFGMODELCFMEXTS.P.DRIVER.P.M.VFD ELECTRICALTYPEPREF A B . CUR B BA C K D R A FT DA M P E R IS O L A T O R SE R V E S WE I G H T (L B S ) RE M A R K S HPVOLTSPHASEEF-1GREENHECKSQ-10010000.50BELT1700---141201INLINE--- GR A V I T Y SP R I N G 10 0 REMARKS:FACTORY DISCONNECT SWITCHSOLID STATE FAN SPEED CONTROLLER MOUNTED ON FAN HOUSINGFAN GUARDSPRING ISOLATORS40" HIGH ROOF CURBGREESE TROUGH12" HIGH ROOF CURBGRAVITY BACK DRAFT DAMPERSTAGMFRMODELSUPPLY FAN DATAEXHAUST FAN DATA FIXED PLATE ENERGY REC O V E R Y C O I L PERFORMANCE D A T A WE I G H T (L B S ) EL E C T R I C A L D A T A RE M A R K S WINTER SUPPLYSUM M E R E X H A U S T CFMESPHPRPMVFDCFMESP INW.C.HPRPMVFD OUTDOORAIR TEMP. ƒ) LEAVING AIR7(03 ƒ) ENTERIN G A I R 7(03  ƒ ) LE A V I N G A I R 7( 0 3   ƒ ) VO L T S PH A S E ERV-1RENEWAIREHE4XINH1500.7521500-1350.5021200-046.895 72 30 0 20 8 1 REMARKS:FACTORY DISCONNECT SWITCHPROVIDE WITH BRACKETS FOR HORIZONTAL INSTALLATIONPROVIDE WITH ROUND DUCT TRANSITIONPROVIE WITH THREE (3) SETS OF FILTERSPROVIDE WITH THREE (3) MODEL MC CEILING MOUNTED OCCUPANCY SENSORS HV A C L E G E N D TA G MF R . / M O D E L CA P A C I T Y M B H CF M AM P S MO I S T U R E RE M O V A L (P I N T S / H R . ) VO L T S / PH A S E SE R V E S RE M A R K S CO O L I N G HE A T I N G HP - 1 FI J I T S U - A U U 4 2 R C L 42 . 7 45 . 2 24 0 1. 0 8. 1 HP - 2 FI J I T S U - A U U 4 2 R C L 42 . 7 45 . 2 24 0 1. 0 8. 1 RE M A R K S : FA C T O R Y C O N D E N S A T E P U M P PR O V I D E W I T H F A C T O R Y H A R D - W I R E D C O N T R O L L E R GE N E R A L N O T E S : 1. IN D O O R U N I T I S P O W E R E D F R O M C O N D E N S I N G U N I T 20 8 V O L T S , 1 P H A S E . 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e DJ G SC H E M A T I C H V A C SC H E D U L E S & L E G E N D H3 . 0 AS N O T E D NO S C A L E NO SCALE SI N G L E C I R C U I T S H O W N . PR O V I D E 2 - S E T S O F P I P I N G FO R D U A L C I R C U I T U N I T S . 34" VENT LINE-TERMINATE 6" ABOVEFLOOD LEVEL OF DRAIN PAN.PROVIDE SCREEN AT OPENING NO S C A L E  ƒ  6 , ' (  7 $ . (  2 ) ) RE C T A N G U L A R T O RO U N D O R F L A T O V A L RE C T A N G U L A R D U C T AI R F L O W VO L U M E D A M P E R (D O N O T I N S T A L L I N S U P P L Y TO A I R T E R M I N A L U N I T S ) SU P P L Y D U C T T O AI R T E R M I N A L U N I T OR S U P P L Y D I F F U S E R NO S C A L E RO O F B O O T VE N T EL B O W CO M B U S T I O N A I R RO O F CO M B U S T I O N A I R VE N T MA I N T A I N 1 2 " M I N I M U M C L E A R A N C E AB O V E H I G H E S T A N T I C I P A T E D S N O W LE V E L . M A X I M U M O F 2 4 " A B O V E RO O F . CON C E N T R I C V E N T B Y BOIL E R M F R . SA DUCTANGLESUPPORTS TOFLOOR PVC VENT & INLETDUCTSIDE MOUNTFILTER RACK BYUNIT MFR. (TYP.)VIBRATIONISOLATORS(TYPICAL)REFRIG. PIPING FROMCOOLING COIL CD FROM COOLING COIL,FURNACE AND FLUE VENT(TYPICAL)UPFLOW GAS FURNACE DX COOLING COIL RA DUCTOA DUCT4" CONCRETEHOUSEKEEPINGPAD BY GENERALCONTRACTOR. NO S C A L E NO SCALE NO SCALE NO S C A L E 1- 1 / 2 W DO U B L E T H I C K N E S S TU R N I N G V A N E S AI R F L O W 1" I N 7 " SL O P E AI R F L O W AI R F L O W AI R F L O W AI R F L O W LO N G R A D I U S T E E SU P P L Y D U C T S O N L Y LO N G R A D I U S T E E RE T U R N D U C T S O N L Y TA K E - O F F S S U P P L Y DU C T S O N L Y TA K E - O F F S R E T U R N DU C T S O N L Y TA K E - O F F S U P P L Y DU C T S O N L Y TY P I C A L T U R N I N G V A N E S U P P L Y AN D R E T U R N D U C T S FU L L R A D I U S E L B O W S U P P L Y AN D R E T U R N D U C T S SQ U A R E E L B O W S U P P L Y A N D RE T U R N D U C T S NO S C A L E 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e DJ G SC H E M A T I C H V A C DE T A I L S H3 . 1 AS N O T E D 1 8 10 A A G G F F C C 9 234 5 6 7 E BD 1 8 10 AGFC 9 234 5 6 7 E BD FIRST F L O O R S C H E M A T I C E L E C T R I C A L P L A N SCALE: 18" = 1'-0 " SECO N D F L O O R S C H E M A T I C E L E C T R I C A L P L A N SCALE: 18" = 1 ' - 0 " SE R V I C E L A T E R A L CO N D U C T O R S T O UT I L I T Y / S E R V I C E TR A N S F O R M E R (2 ) 4 " C W / 4 # 5 0 0 K C M I L C O N D U C T O R S (1 ) 4 " C S P A R E W / P U L L R O P E SE R V I C E E N T R Y W I T H 8 0 0 A M A I N SW I T C H , 8 M E T E R S O C K E T S , AP P R O X I M A T E L Y 8 ' - 0 " I N W I D T H FSFS TSTS PSPS FACP S TA M P E R , F L O W , & P R E S S U R E SW I T C H E S A S S O C I A T E D W I T H TH E S P R I N K L E R S Y S T E M . F F S E S E GF I GF I GF I GF I GFIGFI GF I GF I GF I GFI F F F F F F K KN O X B O X , A N D E X T E R I O R BE A C O N F O R F I R E A L A R M F F F FF F F F F F FF F F F F F AI M AI M AI MAI M P1A P1 B P1 C P1 D PP O PEL PR O V I D E # 2 / 0 B A R E C O P P E R CO N D U C T O R T O W A T E R MA I N G R O U N D I N G P O I N T P2 B P2 A GFIGFI GF I GF I GF I S GFI GF I GF I CU-1CU-2CU-3CU-4CU-5CU-6CU-7CU-8CU-9 AHU-1 AH U - 2 HP - 1 AH U - 3 DSDSAHU-5AHU- 6 HP - 2 AH U - 8 4" C O N D U I T P A T H W A Y CA T V , D A T A . 4" CONDUIT PATHW A Y T O CATV & DATA DISTR I B U T I O N 3/ 4 " P A I N T E D P L Y W O O D BA C K B O A R D F O R C A T V , D A T A TV RS RS BBBBB B B B B B B B B B B B BBEW EW EW EW EW EW EMX1X1 EM EM EM EM EM EM EM EMEM EM EM EM X1X1 X1 X1 X1 X1 X1 X1 X1 X1 X1X1 X1 X1 X1 X1 X1 B BGFIGFI GF I GFICCC C C C C C C C C C TYPICAL SIGN LIGHT ABOVE SIGNAGE.COORDINATE EXTERIOR LIGHTINGWITH ARCHITECT. X1 EM BUSINESS 1A109BU S I N E S S 1 B 11 0 ME R C A N T I L E 11 1 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 SP K . 10 7 VE S T . w / A T M 10 6 VEST.108 1A MECH.115 1B M E C H . 11 7 EL . M A C H . 11 8 W. WC119M. W C 120 U. W C 12 1 STAIR NORTH101 EL E V . 00 1 EN T R Y L O B B Y 10 2 1C M E C H . 12 4 U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 BUSINESS 2A209 BU S I N E S S 2 B 21 0 2A MECH.203 ST O . 20 7 WC206WC205 STAIR NORTH201 CO M M O N S P A C E 20 2 2B M E C H . 21 1 WC 21 2 WC 21 3 ST A I R S O U T H 21 4 BL D G . ME C H . 20 8 EL E V . GF I GENERAL NOTES:PROVIDE MANUAL AND OCCUPANCY CONTROLLED CONTROLS FOR LIGHTING IN ALL INTERIOR SPACES.PROVIDE DAYLIGHT AND TIME CLOCK CONTROLS FOR ALL LIGHTING IN EXTERIOR SPACES. AH U - 7 CO O R D I N A T E S E R V I C E RE Q U I R E M E N T S W I T H UT I L I T Y C O M P A N Y 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e WA C SC H E M A T I C E L E C T R I C A L FL O O R P L A N S E1 . 0 18" = 1 ' - 0 " AT T I C F L O O R S C H E M A T I C E L E C T R I C A L P L A N SC A L E : 18" = 1 ' - 0 " EF - 1 M AL T E R N A T E B I D : AI R T O A I R H E A T RE C O V E R Y V E N T I L A T O R RT U - 1 MO T O R I Z E D D A M P E R TI E D I N T O F I R E A L A R M SY S T E M WP / G F I WP / G F I LU M I N A I R E S C H E D U L E TY P E MA N U F A C T U R E R CA T A L O G N U M B E R LA M P S VO L T A G E MO U N T I N G DE S C R I P T I O N RE M A R K S A3 CO O P E R Mc G R A W - E D I S O N GR M - A I R - 1 5 0 - M P - 1 2 0 - 3 F - F G - BZ - R 1 8 ' R O U N D P O L E 15 0 W M E T A L HA L I D E 12 0 11 . 5 " A R M MO U N T BR O N Z E 1 8 ' T A R M M O U N T , T Y P E I I I DI S T . , W I T H P H O T O C E L L -- A3 H CO O P E R Mc G R A W - E D I S O N GR M - A I R - 1 5 0 - M P - 1 2 0 - 3 F H - F G - BZ - R 1 8 ' R O U N D P O L E 15 0 W M E T A L HA L I D E 12 0 11 . 5 " A R M MO U N T BR O N Z E 1 8 ' T A R M M O U N T , T Y P E I I I DI S T . , W I T H P H O T O C E L L & H S S -- A4 CO O P E R Mc G R A W - E D I S O N GR M - A I R - 1 5 0 - M P - 1 2 0 - F T - F G - BZ - R 1 8 ' R O U N D P O L E 15 0 W M E T A L HA L I D E 12 0 11 . 5 " A R M MO U N T BR O N Z E 1 8 ' T A R M M O U N T , T Y P E I V DI S T . , W I T H P H O T O C E L L -- B KI C H L E R 90 2 2 B K 10 0 W / A 1 9 12 0 WA L L SE A S I D E W A L L L A N T E R N , A L U M I N U M BO D Y , B L A C K , U L L I S T E D F O R W E T LO C A T I O N -- C KI C H L E R AD L X S V 9 3 0 10 0 W / A 1 9 12 0 WA L L GO O S E N E C K S I G N L I G H T , A L U M I N U M BO D Y , B L A C K , U L L I S T E D F O R W E T LO C A T I O N EM EX I T R O N I X LE D - 9 0 (2 ) 8 W H A L O G E N 12 0 / 1 2 SU R F A C E WH I T E T H E R M O P L A S T I C S E L F CO N T A I N E D L I G H T I N G U N I T , T W O AD J U S T A B L E S I D E M O U N T E D H E A D S AN D L E A D C A L C I U M B A T T E R Y OR E Q U A L EW EX I T R O N I X J1 2 H 1 2 B / P M C - B - 2 (2 ) 1 2 W HA L O G E N 12 SU R F A C E WE T L O C A T I O N T H E R M O P L A S T I C RO U N D R E M O T E L A M P H E A D S A N D WE T L O C A T I O N M O U N T I N G P L A T E OR E Q U A L X1 EX I T R O N I X 60 2 - W B - W H IN T E G R A L L E D 12 0 WA L L / PE N D A N T MO U N T 20 G A U G E S T E E L E X I T S I G N U N I T , SI N G L E F A C E , I N T E G R A T E D D C BA T T E R Y B A C K - U P A N D L E D L A M P S OR E Q U A L MO T O R C I R C U I T S C H E D U L E TA G LO C A T I O N SO U R C E PA N E L / C I R C U I T OC P D TY P E OC P D S I Z E LO C A L D I S C O N N E C T BR A N C H C I R C U I T SW I T C H S I Z E FU S E S I Z E RT U - 1 RO O F C/ B EF - 1 RO O F C/ B CU - 1 EX T E R I O R C/ B CU - 2 EX T E R I O R C/ B CU - 3 EX T E R I O R C/ B CU - 4 EX T E R I O R C/ B CU - 5 EX T E R I O R C/ B CU - 6 EX T E R I O R C/ B CU - 7 EX T E R I O R C/ B CU - 8 EX T E R I O R C/ B CU - 9 EX T E R I O R C/ B AH U - 1 SE E P L A N S C/ B AH U - 2 SE E P L A N S C/ B AH U - 3 SE E P L A N S C/ B AH U - 4 SE E P L A N S C/ B AH U - 5 SE E P L A N S C/ B AH U - 6 SE E P L A N S C/ B AH U - 7 SE E P L A N S C/ B AH U - 8 SE E P L A N S C/ B AH U - 9 SE E P L A N S C/ B HR V ( A L T . ) RO O F AI M AI M AI M AI M DSDSDSDS 30"20"20"24"70"55 " $݊0$,1BREAKER SECTION (2) 3x200A-3ɐ RATED BREAKE R & METERSOCKET W/ 7th JAW & LEVER BYPASS SECTION(2) 320A-3ɐ METERSOCKETW/ 7th JAW & LEVERBYPASS, & BREAKERBASED UPON DIMENSIONS OF SQUARE-DOUTDOOR RATED EZ METER-PAK COMPONENTSSERVICE ENTRY EQUIPMENT DE T A I L SCALE: NO SCALE WALL SINGLE EXIT DUAL HEAD EMERGENCY LIGHT ELECTRICAL LEGENDSYMBOLDESCRIPTIONFFFIRE ALARM MANUAL PULL STATIONFIRE ALARM HORN/STROBESMOKE DETECTOR TO REMAIN JUNCTION BOXSJFIRE ALARM HORN / STROBE SS3SINGLE POLE SWITCHTHREE WAY SWITCHMMOTOR SWITCH WITH THERMAL OVERLOADSSOCEILING OCCUPANCY SENSOR12"X48" FLUORESCENT TROFFERWALL MOUNTED LIGHT FIXTURECEILING MOUNTED LIGHT FIXTURE48" INDUSTRIAL FLUORESCENT FIXTUREDOUBLE SPOT HEADDUPLEX RECEPTACLEFLOOR RECEPTACLEFLOOR DATA OUTLET 2DATA OUTLET - NUMBER INDICATES OUTLETCOUNT PPOCCUPANCY SENSOR POWER PACK P1 A 12 5 A ML O P1 B 12 5 A ML O P1 C 22 5 A ML O P2 B 22 5 A ML O P2 A 22 5 A ML O PPO400AMLOPID400AMLOPEL60AMLO8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e WA C SC H E M A T I C E L E C T R I C A L AT T I C P L A N E1 . 1 18" = 1 ' - 0 " EX T E R I O R S I T E E L E C T R I C A L P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " T WI R I N G K E Y N O T E S : (2 ) 4 " C , E A C H W / 4 # 5 0 0 M C M & ( 1 ) 4 " C , S P A R E 1- 1 / 4 " C , 6 # 1 0 + # 1 0 G 1" C , 4 # 1 0 + # 1 0 G 3/ 4 " C , 2 # 1 0 + # 1 0 G (2 ) 3 " C , W / P U L L S T R I N G F O R T V / T E L E S E R V I C E L I N E B Y OT H E R S , C O O R I D I N A T E / V E R I F Y S E R V I C E O R I G I N W I T H UT I L T Y . PR O V I D E ( 2 ) 4 " P V C C O N D U I T C A P P E D U N D E R G R O U N D F O R FU T U R E E L E C T R I C S E R V I C E PR O V I D E ( 1 ) 3 / 4 " C C A P P E D U N D E R G R O U N D F O R F U T U R E LA N D S C A P E L I G H T I N G . 1234 1 2 2 3 4 4 567 7 4 4 4 6 GE N E R A L N O T E : PR O V I D E A S - B U I L D M A R K - U P S D E T A I L I N G F I N A L UN D E R G R O U N D C O N D U I T R O U T I N G , I N C L U D I N G DI M E N S I O N S F O R C O N D U I T S C A P P E D F O R F U T U R E U S E . 3 A3 A3 H A3 H A3 H 5 CO O R D I N A T E F I N A L S E R V I C E OR I G I N W I T H U T I L I T Y P R O V I D E R . A4 A4 A4 A4 4 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e JR P SC H E M A T I C E L E C T R I C A L SI T E P L A N ES 1 . 0 116 " = 1 ' - 0 " 1 8 10 A A G G F F C C 9 234 5 6 7 E BD 1 8 10 AGFC 9 234 5 6 7 E BD FI R S T F L O O R S C H E M A T I C P L U M B I N G P L A N SCA L E : 18" = 1 ' - 0 " SE C O N D F L O O R S C H E M A T I C P L U M B I N G P L A N SCA L E : 18" = 1 ' - 0 " P-1A P-1A P- 1 A P- 1 P- 1 A 4" G R E A S E W A S T E LI N E C A P P E D F O R FU T U R E K I T C H E N FU T U R E 1 0 0 0 GA L L O N G R E A S E TR A P F O R F U T U R E KI T C H E N W A S T E FC O FC O FC O P- 2 P- 2 P-2 P-2 FC O FC O 2" W A T E R S E R V I C E WI T H W A T E R M E T E R AN D P R E S S U R E RE D U C I N G V A L V E P-1A P-1A P- 1 A P- 1 A P- 2 P- 2 P-2P-2 P-3 P- 4 P-3 P- 4 112" S U B - M E T E R F O R FU T U R E K I T C H E N / RE S T A U R A N T 112" W A T E R C A P P E D FO R F U T U R E KI T C H E N FC O WH WH WH WHFULL SIZESHUT-OFF VALVE FU L L S I Z E SH U T - O F F VA L V E FU L L S I Z E SH U T - O F F VA L V E 4" S A N I T A R Y T O 10 ' - 0 " O U T S I D E BU I L D I N G FD 3 FD 1 DR A W I N G N O T E S : WA T E R C L O S E T - F I N A L C O N N E C T 12" C W , 4 " S & 2 " V LA V A T O R Y - F I N A L C O N N E C T 12" H & C W , 1 12" S & 1 12" V DR I N K I N G F O U N T A I N - F I N A L C O N N E C T 12" C W , 1 12" S & 1 12" V SE R V I C E S I N K - F I N A L C O N N E C T 12" H & C W . 3 " S & 2 " V FU T U R E S I N K - P R O V I D E R O U G H I N O N L Y FL O O R D R A I N - F I N A L C O N N E C T 3 " S A N I T A R Y & 12" T R A P P R I M E R FL O O R D R A I N - F I N A L C O N N E C T 4 " S A N I T A R Y & 12" T R A P P R I M E R FU T U R E W A T E R C L O S E T - P R O V I D E 4 " S C A P P E D A T F L O O R A N D 12" CW & 2 " V C A P P E D I N W A L L FU T U R E L A V A T O R Y - P R O V I D E R O U G H I N O N L Y 4" V T R GA S F O R F I N A L C O N N E C T I O N T O M E C H A N I C A L E Q U I P M E N T EL E C T R I C W A T E R H E A T E R ( 5 G A L L O N S ) FU T U R E F L O O R D R A I N - P R O V I D E 3 " S A N I T A R Y C A P P E D A T F L O O R & 12" T R A P P R I M E R A N D 2 " V E N T C A P P E D A T W A L L HB 4" S A N I T A R Y LI N E C A P P E D FO R F U T U R E GA S & C W UP T O ME C H R M AB O V E BUSINESS 1A109 BU S I N E S S 1 B 11 0 ME R C A N T I L E 11 1 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 SP K L R . 10 7 VE S T . w / A T M 10 6 VEST.108 1A MECH.115 1B M E C H . 11 7 EL . M A C H . 11 8 W. WC119M. WC120 U. W C 12 1 STAIR NORTH101 EL E V . 00 1 EN T R Y L O B B Y 10 2 1C M E C H . 12 4U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 BUSINESS 2A209 BU S I N E S S 2 B 21 0 2A MECH.203 ST O . 20 7 WC206WC205 STAIR NORTH201 CO M M O N S P A C E 20 2 2B M E C H . 21 1 WC 21 2 WC 21 3 ST A I R S O U T H 21 4 BL D G . ME C H . 20 8 EL E V . GAS METER BANK -(1) METER PERTENANT P- 1 CO L D W A T E R CA P P E D F O R FU T U R E M E C H . R M . 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e NM P SC H E M A T I C P L U M B I N G FL O O R P L A N S P1 . 0 18" = 1 ' - 0 " THE FOLLOWING ITEMS SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING SUB-CONT R A C T O R TAGFIXTURE TYPECONNECTIONSDES C R I P T I O N CWHWSOILWASTEVENTP-1WATER CLOSET12"-4"-2"FLOOR MTD. TANK TYPE WATER CLOSET W I T H H I G H E F F I C I E N C Y F L U S H , 1 . 1 G P F . P R O V I D E CHROME PLATED ESCUTCHEONS AT W A L L P E N E T R A T I O N S . E L O N G A T E D B O W L A N D 1 2 " RO U G H I N . P-1AWATER CLOSET -HANDICAPPED ACCESSIBLE 12"-4"-2"FLOOR MTD., RIGHT HEIGHT TO MEET H A N D I C A P P E D A C C E S S I B I L I T Y , T A N K T Y P E W A T E R CLOSET WITH HIGH EFFICIENCY F L U S H , 1 . 1 G P F . P R O V I D E C H R O M E P L A T E D ESCUTCHEONS AT WALL PENETRAT I O N S . E L O N G A T E D B O W L A N D 1 2 " R O U G H I N . P-2ALAVATORY - HANDICAPPEDACCESSIBLE12"12"-112"112"PROVIDE C.P. LOOSE KEY ANGLE STOPS , C . P . F L E X I B L E T U B E R I S E R S , 1 - 1 / 2 " C . P . P - T R A P , C.P. TAIL PIECE, C.P. WALL ESCUTC H E O N S , A N D C . P . G R I D D R A I N . M O U N T E D A T HANICAPPED ACCIBLE HEIGHT AS PER A R C H I T E C T U R A L D R A W I N G S . P R O V I D E T R U - B R O PIPE INSULATIO N O N A L L E X P O S E D P I P E P-3MOP SINK12"12"-3"2"24"x24"x10" ONE PIECE MOLDE D D U R A S T O N E F I B E R G L A S S M O P S I N K . P-4BI-LEVEL WATER COOLER12"--112"112"WHWALL HYDRANT34"----ANTI-SIPHON FREEZELES S W A L L H Y D R A N T , C H R O M E F I N I S H , HBHOSE BIBB-12"---TAGELEMENTSTORAGECAPACITYRECOVERY GPH#ƒ5,6(CW INLETCONNECTION SIZE(INCHES)HW OUTLETCONNECTION SIZE(INCHES) EL E C T R I C RE M A R K S kW VO L T S PH A S E WH-124kW GOLD PLATED5 GAL. GLASS LINED1734"34" 5 20 8 1 TAGFIXTURE TYPEINLET(IN)P-TRAP(IN)DESCRIPTION NO T E S FD1FLOOR DRAIN3"3"CAST IRON FLOOR DRAIN BODY WITH ADJUSTABLE 6" RO U N D S A T I N B R O N Z E V A N D A L PROOF STRAINER, INSIDE CAULK OUTLET CONNECTION W I T H G A S K E T , 1 / 2 " T R A P P R I M E R CONNECTION.FD2FLOOR DRAIN - HEAVY DUTY; MECHANICALROOM3"3"HEAVY DUTY 2-PIECE CAST IRON FLOOR DRAIN BODY W I T H 9 18" D I A M E T E R R O U N D DUCTILE IRON GRATE, FLASHING COLLAR, REMOVEABLE S E D I M E N T B U C K E T , N O - H U B OUTLET CONNECTION, 12" TRAP PRIMER C O N N E C T I O N FD3FLOOR DRAIN - HEAVY DUTY; MECHANICALROOM4"4"HEAVY DUTY 2-PIECE CAST IRON FLOOR DRAIN BODY W I T H 9 18" D I A M E T E R R O U N D DUCTILE IRON GRATE, FLASHING COLLAR, REMOVEABLE S E D I M E N T B U C K E T , N O - H U B OUTLET CONNECTION, 12" TRAP PRIMER C O N N E C T I O N PI P E H A N G E R A T T A C H M E N T S NO T T O S C A L E NO T T O S C A L E WATER SERVICE ENTRANCE DETAILNOT TO SCALE FL O O R D R A I N 1/ 2 " C W F E E D F R O M T H E NE A R E S T P - 1 F I X T U R E NO T T O S C A L E TR A P P R I M E R P I P I N G D E T A I L WATER SERVICE TO 10'-0"OUTSIDE BUILDING BY FIREPROTECTION CONTRACTOR DO U B L E C H E C K B A C L F L O W P R E V E N T E R BY F I R E P R O T E C T I O N C O N T R A C T O R SPRINKLER MAIN BY FIREPROTECTION CONTRACTOR PLUMBING CONTRACTOR TOCONNECT TO TEE TAPPROVIDED FOR DOMESTICWATER BY FIRE PROTECTIONCONTRACTOR 2" CW FOR DISTRIBUTION TOBUILDING2" CW BALL VALVE - TYPICAL2" CW PRESSURE REDUCINGVALVE - SET TO 60 PSI 34" CW BALL VALVE FORSERVICE BY-PASS. VALVENORMALLY CLOSED ANDLOCKEDPRESSURE GAUGEWITH PETCOCK -TYPICALBRONZE PLATESTRAINER WATER METER WITH TRU-READREMOTE READER REGISTEREDIN GALLONS. MOUNT READERTO EXTERIOR WALL OFMECHANICAL ROOM @ 54"ABOVE FINISHED GRADEFULL SIZESHUT-OFF VALVE8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e NM P PL U M B I N G S C H E D U L E S AN D D E T A I L S P3 . 0 AS N O T E D 1 8 10 A A G G F F C C 9 234 5 6 7 E BD 1 8 10 AGFC 9 234 5 6 7 E BD FI R E P R O T E C T I O N F I R S T F L O O R S C H E M A T I C P L A N SCA L E : 18" = 1 ' - 0 " FI R E P R O T E C T I O N S E C O N D F L O O R S C H E M A T I C P L A N SCA L E : 18" = 1 ' - 0 " T T DR A W I N G N O T E S : FI R E D E P A R T M E N T P U M P E R C O N N E C T I O N NE W 6 " W A T E R S E R V I C E 6" B A C K F L O W P R E V E N T E R 4" W E T P I P E A L A R M V A L V E 4" D R Y P I P E A L A R M V A L V E NE W W E T P I P E C R O S S M A I N R U N T I G H T T O B E A M 4" W E T P I P E R I S E R U P 4" D R Y P I P E R I S E R U P 4" W E T P I P E R I S E R D N . T O F I R S T F L O O R BR A N C H L I N E W I T H U P R I G H T H E A D S . RU N P I P I N G I N J O I S T S P A C E UP R I G H T A N D P E N D A N T H E A D S I N A L L A R E A S WH E R E C E I L I N G S A R E T O B E I N S T A L L E D TWO INSPECTORSTEST CONNECTIONS(2) 1" INSPECTORSTEST LINE DN.BUSINESS 1A109 BU S I N E S S 1 B 11 0 ME R C A N T I L E 11 1 RE T A I L o r P O S S I B L E FO O D S E R V I C E 11 2 SP K . 10 7 VE S T . w / A T M 10 6 VEST.108 1A MECH.115 1B M E C H . 11 7 EL . M A C H . 11 8 W. WC119M. W C 12 0 U. W C 12 1 STAIR NORTH101 EL E V . 00 1 EN T R Y L O B B Y 10 2 1C M E C H . 12 4 U. W C 12 5 W. W C 13 0 ST A I R S O U T H 10 3 BUSINESS 2A209 BU S I N E S S 2 B 21 0 2A MECH.203 ST O . 20 7 WC 20 6 WC205 STAIR NORTH201 CO M M O N S P A C E 20 2 2B M E C H . 21 1 WC 21 2 WC 21 3 ST A I R S O U T H 21 4 BL D G . ME C H . 20 8 EL E V . 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e JG S SC H E M A T I C F I R E PR O T E C T I O N F L O O R P L A N S FP 1 . 0 18" = 1 ' - 0 " FIRE P R O T E C T I O N A T T I C S C H E M A T I C P L A N SCALE: 18" = 1'-0" 4" D R Y P I P E - D N AT T I C S P R I N K L E R A T R I D G E OR R O O F S P A C E D 6 ' - 0 " O . C . (T Y P I C A L ) 1" DN. TO INSPECTORSTEST CONNECTION8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e JG S SC H E M A T I C F I R E PR O T E C T I O N A T T I C P L A N FP 1 . 1 18" = 1 ' - 0 " GE N E R A L N O T E S : 1. A L L P I P E S I Z E S & H Y D R A U L I C C A L C U L A T I O N S A R E T O BE C O M P L E T E D B Y T H E F I R E P R O T E C T I O N SU B C O N T R A C T O R A C C O R D I N G T O A L L C O D E S & ST A N D A R D S ( I . E . N F P A 1 3 & N F P A 1 4 ) . 2. T H E S E D R A W I N G S A R E A D I A G R A M M A T I C RE P R E S E N T A T I O N O F W O R K T O B E D O N E . I N S T A L L A T I O N OF N E W D E V I C E S I S T O B E F I E L D V E R I F I E D B Y T H E SP R I N K L E R C O N T R A C T O R . 3. T A M P E R A N D F L O W S W I T C H E S S H A L L B E P R O V I D E D AN D I N S T A L L E D B Y T H E F I R E P R O T E C T I O N C O N T R A C T O R AN D W I R E D B Y T H E E L E C T R I C A L C O N T R A C T O R . 4. A L L L O W P O I N T S & T R A P P E D S E C T I O N S O F P I P E SH A L L B E E Q U I P P E D W I T H P L U G G E D D R A I N V A L V E S . NO T T O S C A L E NO T T O S C A L E NO T T O S C A L E BR A N C H LI N E PI P E HA N G E R PR O V I D E I N V E R T E D " U " P I P E CO N N E C T I O N E X T E N D P I P E T O AV O I D L I G H T S A N D D I F F U S E R S CE I L I N G CO V E R PL A T E PE N D A N T HE A D FI N I S H CE I L I N G UPRIGHTHEADBRANCHLINENOT TO SCALE BR A N C H LI N E PI P E HA N G E R FINISHWALLWALLCOVERPLATESIDEWALLHEADNOT TO SCALE BR A N C H LI N E CE I L I N G CO V E R PL A T E PE N D A N T HE A D FI N I S H C E I L I N G UP R I G H T H E A D PR O V I D E I N V E R T E D " U " P I P E CO N N E C T I O N E X T E N D P I P E T O AV O I D L I G H T S A N D D I F F U S E R S PI P E H A N G E R SM O O T H B O R E C O R R O S I O N RE S I S T A N T O U T L E T 1 8 " A B O V E GR A D E G I V I N G F L O W E Q U I V A L E N T TO T H A T O F O N E S P R I N K L E R 1" T E S T V A L V E W I T H VA L V E I . D . T A G I N RE A D I L Y A C C E S S I B L E LO C A T I O N - 6 ' - 0 " A . F . F . 1" F R O M E N D O F RE M O T E B R A N C H L I N E EX T E R I O R W A L L RE C E S S E D PE N D A N T HE A D NO T T O S C A L E DR Y P I P E A L A R M V A L V E D E T A I L NOT TO SCALE TYPICAL WET PIPE ALARM VALVE DETAIL CONNECT TOEXIST.SYSTEMPRESSURESUPPLY PRESSUREPETCOCK (TYP.)PRESSURE GAUGE (TYP.)FROM BACKFLOW PREVENTERSEE DETAILSPILL OVER WITHAIR GAP NEW FIRE DEPT. CONNECTION NEW WATER MOTOR GONGRETARDCHAMBER FLOW SWITCH BY THIS CONTRACTORTO WET PIPE SYSTEM FT 8/17/2012 11:31:08 AM SE P . 2 0 , 2 0 1 2 Vi l l a g e H i l l R o a d No r t h a m p t o n , M A 0 1 0 6 0 TH E G A T E H O U S E , L O T 1 8 10 0 6 5 KU H N R I D D L E A R C H I T E C T S 28 A M I T Y S T . S U I T E 2 B A M H E R S T MA S S A C H U S E T T S 0 1 0 0 2 4 1 3 2 5 9 1 6 3 0 FA X : 4 1 3 2 5 9 1 6 2 1 ADBC Th i s d r a w i n g i s n o t i n t e n d e d n o r s h a l l i t b e u s e d f o r c o n s t r u c t i o n pu r p o s e s u n l e s s t h e s i g n e d p r o f e s s i o n a l s e a l o f a r e g i s t e r e d a r c h i t e c t em p l o y e d b y K u h n R i d d l e A r c h i t e c t s , I n c . , i s a f f i x e d a b o v e . Da t e : Dr a w n B y : Pr o j e c t : Sc a l e : 12 3 4 5 12 3 4 5 ADBCc Kuhn Riddle Architects, Inc. Re v . N o . De s c r i p t i o n Da t e JG S FI R E P R O T E C T I O N L E G E N D AN D D E T A I L S FP 3 . 0 18" = 1 ' - 0 "