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AGAPE FINAL SET 03-31-1790.0085.00 95.00 100.0093.00++97.00 LO B B Y LI N E N S / S T O R A G E 24 ' - 4 " 23 H R . I N F I R M A R Y 48 ' - 2 " EX A M R M . 34 ' - 7 " OF F I C E 50 ' - 5 " KI T C H E N 28 ' - 0 " PH A R M A C Y 46 ' - 3 " AD A R E S T R O O M 11 ' - 6 " PO R C H De s i g n L i n e S t u d i o s , P L L C 91 9 . 6 0 4 . 2 9 7 5 ww w . d e s i g n l i n e s t u d i o s . c o m Fu q u a y - V a r i n a , N C 2 7 5 2 6 PO B o x 1 9 2 8 In t e r i o r s Br a n d i n g Ar c h i t e c t u r e De s i g n L i n e S t u d i o s SITE PLAN WITH NEW FOOTPRINT1 DR A W I N G L E G E N D CO V E R S1 0 1 ST R U C T U R A L P L A N S S3 0 1 CAMP A G A P E H E A L T H C E N T E R FR A M I N G P L A N S A1 0 2 BU I L D I N G S E C T I O N D E T A I L S EL E V A T I O N S A2 0 1 EG R E S S P L A N 2 P0 0 1 PL U M B I N G S C H E D U L E A N D N O T E S P1 0 1 PL U M B I N G P L A N S M0 0 1 ME C H A N I C A L S C H E D U L E A N D N O T E S M1 0 1 ME C H A N I C A L P L A N S A N D D E T A I L S E0 0 1 EL E C T R I C A L S C H E D U L E A N D L E G E N D A3 0 1 BU I L D I N G S E C T I O N D E T A I L S PL A N S A1 0 1 BU I L D I N G C O D E S U M M A R Y T1 0 2 BU I L D I N G C O D E S U M M A R Y T1 0 1 E1 0 1 EL E C T R I C A L P L A N S E2 0 1 EL E C T R I C A L P A N E L S C H E D U L E A N D R I S E R S3 0 2 BU I L D I N G S E C T I O N D E T A I L S A3 0 2 BU I L D I N G S E C T I O N D E T A I L S T1 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S -CO D E S U M M A R Y DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC8 M A R C H 2 0 1 6 1 1 00 N/ASEE A201N/AN/A SEE COVER X 30'-0"30'-0"34'-0"34'-0" NE W A D A P A R K I N G S P A C E P R O V I D E D - - N/ A N/ A 9, 0 0 0 BOLICK NO C H A N G E SE E E L E C T R I C A L D R A W I N G S SE E M E C H A N I C A L D R A W I N G S 0 0 1 0 1 1 SE E P L U M B I N G D R A W I N G S (S E E C O V E R ) (S E E C O V E R ) NO PROPERTY LINE ISSUE S O R E N C R O A C H M E N T 0 0 N/AEACH SPACE N/AN/A N/A SEE COVER SEE COVER SEE COVER SEE COVER SEE COVER SEE T101 SEE T101 NOTE: NO INCREASE OF SQUARE FOOTAGE IS BEING REQUESTED OR IS REQUIRED FOR THIS PROJECT20'GREATER 30'N/A 919.341.424737509ZACK L. TOMLINMAPLE ENGINEERING, PLLC 919.341.424737509ZACK L. TOMLINMAPLE ENGINEERING, PLLC SE E E L E C T R I C A L 11 10 0 CA M P A G A P E 1, 0 2 0 0 0 0 0 X X X X XX ______________________________________________________________________________________________________________________________ 2012 North Carolina State Building Code (NCSBC)919.341.424737509ZACK L. TOMLIN N/ A NOTE: RATINGS TAKEN FROM P R E V I O U S P E R M I T . CO V E R CO V E R 1 14'-7" CO R R I D O R S ) (T E N A N T S & X BUSINESS X MAPLE ENGINEERING, PLLC 919.604.29759372BRIAN L. JONESDESIGNLINE STUDIOS, PLLC BRIAN L. JONES, RA NEW 23 HOUR MEDICAL OFFICE BUILDING TO TREAT ACUTE ILLNESSES AND INJURIES NEW BUILDING brian@designlinestudios.com919.590.1928 919.604.2975BRIAN L. JONES Tyler Dewar Lane, Fuqua-Varina, NC 27562 St r u c t u r a l D e s i g n L o a d s ( C O N T I N U E D ) 1 TO T A L # O F A C C E S S I B L E S P A C E S P R O V I D E D TO T A L # O F P A R K I N G S P A C E S AR E A PA R K I N G LO T O R PR O V I D E D RE Q U I R E D EX I S T I N G PR O V I D E D RE Q U I R E D 1 - - - 1 SE E P L U M B I N G D R A W I N G S SE R V I C E S I Z E WA T E R UN I T L O A D DR A I N S I Z E BU I L D I N G NO T E S UN I T L O A D TO T A L F I X T U R E NU M B E R O F WA T E R S E R V I C E S TO T A L F I X T U R E NU M B E R O F BU I L D I N G D R A I N S BU S I N E S S 1 M 0 0 TO T A L P R O . TO T A L R E Q . A R 1 F M F CL O S E T WA T E R UR I N A L S LA V S . & T U B S SH O W E R S DR I N K I N G FO U N T A I N S NO T E S & E X C E P T I O N S OC C U P A N C Y TO T A L - - - - - - QU A N T I T Y EX I T EX I T WI D T H LO A D OC C U P A N T OC C U P A N T LO A D F A C T O R AR E A - S F DE S C R I P T I O N SP A C E - X X X XX (S e c t i o n 1 0 0 5 . 1 ) CAMP AGAPEMezzanine3rd Floor FloorEx i s t i n g ( s q . f t . ) Ne w ( s q . f t . ) Basement -- --- OCCUPANCY BL D G . A R E A FR O N T A G E AR E A F O R % SP R I N K L E R BUILDINGNO. PE R S T O R Y TA B L E 50 3 A R E A (A ) (B ) (C ) (D ) (A C T U A L ) 5 IN C R E A S E 1 IN C R E A S E 2 AL L O W A B L E FL O O R A R E A (E ) OR AC T U A L / A L L O W A B L E RA T I O O F MA X I M U M BU I L D I N G (F ) RA T I N G RE Q U I R E D SE P A R A T I O N AR E A 4 UN L I M I T E D 3 AL L O W A B L E IN C R E A S E F O R MOST RESTRICTIVE USE(GROUP) SP R I N K L E R S SH O W N O N P L A N S (T A B L E 5 0 3 ) TYPE OF CONSTRUCTIONBUILDING HEIGHT IN FEETBUILDING HT. IN STORIES CO D E RE F E R E N C E TA B L E 5 0 3 TA B L E 5 0 3 TA B L E 5 0 3 TY P E TY P E H = 4 0 ' - 0 " f t S = 1 H = 1 4 ' - 7 " S = 1 Ground Floor - 1, 0 2 0 2nd Floor - Area of Project/ Tenant/ Alteration / R e n o v a t i o n : Area of Construction: CH E C K I F T H E F O L L O W I N G A R E P R E S E N T A N D I N D I C A T E D B Y A W A L L L E G E N D O N T H E P L A N S FI R E P A R T I T I O N S 7 0 8 SM O K E B A R R I E R S 7 0 9 SH A F T E N C L O S U R E 7 0 7 FI R E W A L L S 7 0 5 FI R E B A R R I E R S 7 0 6 SM O K E P A R T I T I O N S 7 1 0 PL A N S FL O O R , R O O M , AN D / O R S P A C E DE S I G N A T I O N MI N I M U M TR A V E L D I S T A N C E AR R A N G E M E N T O F M E A N S OF E G R E S S ( S E C T I O N 1 0 1 4 . 2 ) RE Q U I R E D PL A N S SH O W N O N AL L O W A B L E TR A V E L D I S T A N C E DI S T A N C E AC T U A L T R A V E L SH O W N O N BE T W E E N RE Q U I R E D DI S T A N C E EX I T S D O O R S DI S T A N C E AC T U A L SH O W N O N (T A B L E 1 0 1 6 . 1 ) SP A C E D E S I G N A T I O N US E G R O U P A N D / O R (a ) (b ) (c ) AR E A AR E A P E R EG R E S S W I D T H EX I T W I D T H ( I N ) RE Q U I R E D W I D T H AC T U A L W I D T H OC C U P A N T ST A I R LE V E L ST A I R LE V E L ST A I R LE V E L NU M B E R O F E X I T S 2 1,3 PL A N S SQ . F T . 1 1 2,3 , 4 , 5 PE R O C C U P A N T (T A B L E 1 0 0 5 . 1 ) (a / b ) NU M B E R O F OC C U P A N T S (S E C T I O N 1 0 0 5 . 1 ) SH O W N O N P L A N S (a / b ) x c 1, 0 2 0 - Su b t o t a l -- 4th Floor - - - 5th Floor - - - TOTAL - 0 1, 0 2 0 TO T A L # -ACTUAL OPENEXTERIORWALLLENGTHWIDTH OFPUBLIC WAY ORLENGTHOPEN SPACENORTHSOUTHEASTWESTTOTALP=F=W=INCREASE FRONTAGESPRINKLERS%%128'-0"GREATER 30'(P)(F)(W)FRONTAGE INCREASE FORMULA ALOWABLE AREA FORMULAN/A VB VB 1, 0 2 0 S F 1, 0 2 0 1 1 75 ' 48 ' - 2 " N/ A 36 " 3" N/ A .3 0 .2 0 N/ A 1, 0 2 0 S F IN F I R M A R Y (S E E C O V E R ) BUSINESS N/ ANAN/ A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A N/ A >3 0 ' >3 0 ' >3 0 ' >3 0 ' >3 0 ' >3 0 ' >3 0 ' >3 0 ' ** Indicated if using Table 601 Not e C e x c e p t i o n *Indicate Section number permittin g r e d u c t i o n Tenant Seperation Smoke Barrier Seperation Dwelling/Sleeping Unit Seperation Incidental Use Seperation Party/ Fire Wall Seperation Occupancy Seperation Corridor Seperation Shafts - Other (Describe)Shafts - Other (describe)Shafts - Exit Enclosures Columns Supporting Roof Roof Ceiling Assembly Columns (AT TENANT WALL ONLY)Floor Ceiling Assembly INTERIOR NON BEARING WALLS RE D U C T I O N ) BUILDINGELEMENTsupporting beams and joists**Roof construction including beams and joists Floor constructionIncluding supporting NorthEastSouthWest NONBEARING WALLS EXTERIOR WestSouth East North BEARING WALLS EXTERIORtrussesincluding columns, girders, DE S I G N # JO I N T S FO R R A T E D FO R R A T E D PE N E T R A T I O N DE S I G N # DE S I G N # AS S E M B L Y FO R R A T E D AN D SH E E T # DE T A I L # (W / H R * RE Q ' D . * PR O V I D E D RA T I N G (F E E T ) FI R E DI S T A N C E SE P A R A T I O N Structural frame, 9, 0 0 0 .1 1 N/ A Life Safety Plan Requirements:Life Safety Plan Sheet #: Fire and/or smoke rated wall locations (Chapter 7) Assumed and real property line locationsExterior wall opening area with respect to distance to assumed property lines (705.8) Existing structures within 30' of the proposed building Occupancy types for each area as it relates to occupant load calculation (Table 1004.1.1) Occupant loads for each area Exit access travel distances (1016) Common path of travel distances (1014.3 & 1028.8) Dead end lengths (1018.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accommodate based on egress Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided Location of doors with panic hardware (1008.1.10) Location of doors with delayed egress locks and the amount of delay (1008.1.9.7) Location of doors with electromagnetic egress locks (1008.1.9.8) Location of doors equipped with hold-open devices Location of emergency escape windows (1029) The square footage of each fire area (902) The square footage of each smoke compartment (407.4) Note any code exceptions or table notes that may have been utilized regarding the items above for purposes of occupancy separation (NOTE: NO OCCUPANCY SEPARTION)COVERwidth (1005.1) N/AN/A control towers must comply with 4 1 2 . 1 . 2 . 13212345 Building Description:PROJECT SUMMARY: Harnett County___________________________________________ City/County County City Code Enforcement Jurisdiction: State City/County PrivatelyOwned By:Email: _______________________________________________________Fax: _____________________Owner or Authorized Agent: _____________________________________Phone: ___________________Address: _____________________________________________________Suite #:___________________Name of Project: ________________________________________________________________________Name of Jurisdiction (Reproduce the following data on the building plans sheet 1 or 2.) (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)NC 2012 BUILDING CODE FOR ALL COMMERCIAL PROJECTS BUILDING CODE SUMMARYAlternative Means of Compliance Request:Code Compliance Summary:Scope of Work:Lead Design Professional/Project Coordinator: _____________________________________ DESIGNER FIRM NAME LICENSE TELEPHONE 1995 Existing Building Code Volume 9 2009 NC Rehab 2012 Chapter 34 (attach summary) 2012 North Carolina State Building Code (NCSBC)Building Code:document.Note: Special Inspections and Inspectors to be listed at end of this ___________Other:___________Retaining Walls >5' High:___________________________________________________________________Trusses:___________________________________________________________________Precast:___________________________________________________________________Structural:Sprinkler-Standpipe:Mechanical:___________________________________________________________________Plumbing:___________________________________________________________________Fire Alarm:___________________________________________________________________Electrical:___________________________________________________________________Civil:______________________________________Architectural:________________________________________________________________________________________________________________________________________ Repair Alteration to Shell Change of Use Tenant Space Change of Occupancy Reconstruction Repair Alteration to Shell Addition Alteration to Shell New Building Shell Building First Time Interior Completion Renovation Interior Completion Tenant AlterationExist. Building:New Building:Proposed Occupancy: ____________________________________________________________________Original Occupancy: _(406.4)(406.3)SPECIAL CONDITION:(406.6)SPECIAL CONDITION: USE CONDITION OCCUPANCY INFORMATIONOther Uses:Primary Occupancies: Utility and Miscellaneous Enclosed Parking Garage: Open S-2 Repair Garage S-1 S-2 High-piled S-1 Storage: R-2 R-3 R-4 R-1 Residential: Mercantile 4 5 2 3: 1 I-3 I-2 I-3 I-4 I-1 Institutional: H-2 H-3 H-4 H-5 H-1 High-Hazard: F-1 F-2 Factory-Industrial: Educational Business A-1 A-2 A-3 A -4 A-5 Assembly:Incidental Uses: __________________________________________________________________Accessory Uses (Indicate Percentages): _______________________________________________W FfP 30 – 0.25) I = 100(THIS SECTION FOR NEW, ADDITION, CHANGE OF USE, AND INTERIOR COMPLETIONS +Allowable Area of Occupancy BAllowable Area of Occupancy A Actual Area of Occupancy B Actual Area of Occupancy A 417 418 419 420 421 415 416 414 413 412 407 408 409 410 411 406 405 404 403 402Special Occupancies: ALLOWABLE AREA AND HEIGHT CALCULATIONS <Mixed Occupancy: Separated Mixed Occupancy (508.3.3) Non-Separated Mixed Occupancy (508.3.2)Exception: ___________________________________________________ Separation: _____________________________ Yes No1 BOTH BUILDING AND TENANT M U S T B E I N D I C A T E D O N C H A R T B E L O W 4 The maximum area of parking g a r a g e s m u s t c o m p l y w i t h 4 0 6 . 3 . 5 . T h e m a x i m u m a r e a o f a i r t r a f f i c Maximum Building Area = total n u m b e r o f s t o r i e s i n t h e b u i l d i n g x E b u t n o t g r e a t e r t h a n 3 x E . Group A motion picture (507.10 ) ; M a l l s ( 5 0 7 . 1 1 ) ; a n d H - 2 a i r c r a f t p a i n t h a n g e r s ( 5 0 7 . 8 ) . ted area applicable under c o n d i t i o n s o f S e c t i o n s G r o u p B , F , M , S , A - 4 ( 5 0 7 . 1 , 5 0 7 . 2 , 5 0 7 . 3 , 5 0 7 . 4 , 5 0 7 . 7 ) ; Unlimi Single story building I = 3 0 0 p e r c e n t b.Multistory building I = 200 p e r c e n t a.The sprinkler increase per Sectio n 5 0 6 . 3 i s a s f o l l o w s : = _ _ _ _ _ ( %) Percent of frontage increa s e I = 1 0 0 [ F / P - 0 . 2 5 ] x W / 3 0 e.W = Minimum width of pu b l i c w a y = _ _ _ _ _ f t ( W ) d.Ratio (F/P) = _____ (F/ P ) c.Total Building Perimeter = _ _ _ _ _ f t ( P ) b.Perimeter which fronts a p u b l i c w a y o r o p e n s p a c e h a v i n g 2 0 f e e t m i n i m u m w i d t h = _ _ _ _ _ f t ( F ) a. Open space area increases from S e c t i o n 5 0 6 . 2 a r e c o m p u t e d t h u s : 5 3 2 1Gross Building Area: (NOTE: ALL ( 1 ) B U I L D I N G ( S ) S H O W N ) Li f e S a f e t y P l a n S h e e t # ( i f p r o v i d e d ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ye s No Ye s No Ye s No __ _ _ S t o r y ____ : (A p p e n d i x D ) F l o o d H a z a r d Ye s No D r y W e t I I I I I I Cl a s s : Ye s No Partiall y S p r i n k l e r e d S p e c i a l S u p p r e s s i o n N F P A 1 3 R N F P A 1 3 Ye s No T y p e s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y e s N o Mi x e d c o n s t r u c t i o n : V - B V - A IV-HT I I I - B I I I - A I I - B I I - A I - B I-AHigh Rise:Mezzanine:Basement:Building Height Fire District:Standpipes:Sprinklers:Construction Type: TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S BU I L D I N G D A T A AL L O W A B L E H E I G H T Allowable openings per Table 704 . 8 Li f e S a f e t y P l a n S h e e t # , i f P r o v i d e d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THIS SE C T I O N F O R A D D I T I O N S , N E W A N D C H A N G E O F U S E TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S PE R C E N T A G E O F W A L L O P E N I N G C A L C U L A T I O N S FI R E P R O T E C T I O N R E Q U I R E M E N T S Ye s N o Pa n i c H a r d w a r e : Ye s ( S m o k e d e t e c t o r s i n r o o m s ) N o Sm o k e D e t e c t i o n S y s t e m s : Ye s N o Fi r e A l a r m : Ye s N o Ex i t S i g n s : Ye s N o Em e r g e n c y L i g h t i n g : TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S EX I T R E Q U I R E M E N T S LI F E S A F E T Y S Y S T E M R E Q U I R E M E N T S WA L L L E G E N D S NU M B E R A N D A R R A N G E M E N T O F E X I T S TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S A s s e m b l y o c c u p a n c i e s ( S e c t i o n 1 0 2 5 ) T h e l o s s o f 1 m e a n s o f e g r e s s s h a l l n o t r e d u c e t h e a v a i l a b l e c a p a c i t y t o l e s s t h a n 5 0 p e r c e n t o f t h e t o t a l r e q u i r e d M i n i m u m w i d t h o f e x i t p a s s a g e w a y ( S e c t i o n 1 0 2 1 . 2 ) M i n i m u m s t a i r w a y w i d t h ( S e c t i o n 1 0 0 9 . 1 ) ; m i n . c o r r i d o r w i d t h ( S e c t i o n 1 0 1 7 . 2 ) ; m i n . d o o r w i d t h ( S e c t i o n 1 0 0 8 . 1 . 1 ) S e e T a b l e 1 0 0 4 . 1 . 1 t o d e t e r m i n e w h e t h e r n e t o r g r o s s a r e a i s a p p l i c a b l e . C o m m o n P a t h o f E g r e s s T r a v e l ( S e c t i o n 1 0 1 4 . 3 ) Si n g l e e x i t s ( S e c t i o n 1 0 1 5 . 1 ; S e c t i o n 1 0 1 9 . 2 ) C o r r i d o r d e a d e n d s ( S e c t i o n 1 0 1 7 . 3 ) OC C U P A N T L O A D A N D E X I T W I D T H TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S EN E R G Y R E Q U I R E M E N T S : TH I S S E C T I O N F O R N E W , A D D I T I O N S C H A N G E O F U S E , A N D I N T E R I O R C O M P L E T I O N EN E R G Y S U M M A R Y st a t e t h e a n n u a l e n e r g y c o s t b u d g e t v s . a l l o w a b l e a n n u a l e n e r g y c o s t b u d g e t . Ea c h D e s i g n e r s h a l l f u r n i s h t h e r e q u i r e d p o r t i o n s o f t h e p r o j e c t i n f o r m a t i o n f o r t h e p l a n d a t a s h e e t . I f e n e r g y c o s t b u d g e t m e t h o d , Th e f o l l o w i n g d a t a s h a l l b e c o n s i d e r e d m i n i m u m a n d a n y s p e c i a l a t t r i b u t e r e q u i r e d t o m e e t t h e e n e r g y c o d e s h a l l a l s o b e p r o v i d e d . SP E C I A L A P P R O V A L S AC C E S S I B L E P A R K I N G ( E X I S T I N G - N O C H A N G E ) 28 . So i l D a t a Ea r t h q u a k e D e s i g n D a t a Wi n d D e s i g n D a t a Ro o f S n o w L o a d D a t a AR E A Li v e L o a d s Ma p p e d S p e c t r a l R e s p o n s e A c c e l e r a t i o n S s 31 . 20 . 9. Go t o L i n e 4 4 NC D e p a r t m e n t o f I n s u r a n c e , I n t e r n a t i o n a l C o d e C o u n c i l , e t c . ) un t y o r S t a t e D e p a r t m e n t o f H e a l t h , (D e s c r i b e s p e c i a l a p p r o v a l s f r o m l o c a l j u r i s d i c t i o n s , C o KI P S La t e r a l 50 . KI P S Up l i f t 49 . TO N S , d o w n w a r d De e p F o u n d a t i o n A l l o w a b l e L o a d s 48 . De e p F o u n d a t i o n T y p e 47 . PS F Be a r i n g P r e s s u r e p e r S o i l s R e p o r t 46 . 25 0 0 P S F Pr e s u m p t i v e S o i l B e a r i n g P r e s s u r e = 45 . 44 . KI P S Se i s m i c B a s e S h e a r , S y 43 . KI P S Se i s m i c B a s e S h e a r , S x 42 . An a l y s i s P r o c e d u r e U s e d = 41 . Re s p o n s e M o d i f i c a t i o n F a c t o r , R = 40 . Se i s m i c R e s p o n s e C o e f f i c i e n t ( C s ) = 39 . Ba s i c S e i s m i c F o r c e R e s i s t i n g S y s t e m 38 . Bu i l d i n g ( S t r u c t u r a l ) S y s t e m 37 . Se i s m i c D e s i g n C a t e g o r y = 36 . Sp e c t r a l R e s p o n s e C o e f f i c i e n t , S d 1 = 35 . Sp e c t r a l R e s p o n s e C o e f f i c i e n t , S d s = 34 . (P r o v i d e s o i l s r e p o r t i f S i t e C l a s s i s n o t " D " ) Si t e C l a s s 33 . Ma p p e d S p e c t r a l R e s p o n s e A c c e l e r a t i o n S 1 32 . Oc c u p a n c y C a t e g o r y 30 . Se i s m i c I m p o r t a n t F a c t o r ( I e ) = 29 . KI P S Wi n d B a s e S h e a r , W y x 27 . KI P S Wi n d B a s e S h e a r , W x 26 . (I f e l e m e n t s a r e n o t d e s i g n e d b y t h e r e g i s t e r e d d e s i g n p r o f e s s i o n a l ) Co m p o n e n t s a n d C l a d d i n g L o a d s = 25 . In t e r n a l P r e s s u r e C o e f f i c i e n t 24 . (I f m u l t i p l e e x p o s u r e s a r e u s e d i n d i c a t e d i r e c t i o n s ) Wi n d E x p o s u r e 23 . (I w ) = Wi n d I m p o r t a n c e F a c t o r 22 . MP H Ba s i c W i n d S p e e d , 3 s e c . G u s t = 21 . Th e r m a l F a c t o r ( C t ) = 19 . Sn o w I m p o r t a n c e F a c t o r ( I s ) = 18 . Sn o w E x p o s u r e F a c t o r ( C e ) = 17 . PS F Fl a t - R o o f S n o w L o a d ( P f ) = 16 . 15 . PS F Ro o f L i v e L o a d = 14 . YE S N O Li v e L o a d R e d u c t i o n u s e d i n D e s i g n 13 . PS F Fl o o r L i v e L o a d ( i n d i c a t e a r e a ) = 12 . PS F Fl o o r L i v e L o a d ( i n d i c a t e a r e a ) = 11 . PS F Fl o o r L i v e L o a d ( i n d i c a t e a r e a ) = 10 . 8. Se i s m i c D e s i g n C a t e g o r y = 7. Se i s m i c S i t e C l a s s = 6. 10 0 M P H ( A S C E - 7 ) Ba s i c W i n d S p e e d , 3 s e c . G u s t = 5. 15 P S F Gr o u n d S n o w L o a d ( P g ) = 4. 10 0 P S F Fl o o r L i v e L o a d = 3. 2 0 P S F Ro o f L i v e L o a d = 2. __ Y e s , c o n t i n u e _ _ N o , G o t o L i n e 9 1. St r u c t u r a l D e s i g n L o a d s TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S TH I S S E C T I O N F O R A S S E M B L Y U S E A R E A ( S ) PL U M B I N G F I X T U R E R E Q U I R E M E N T S AS S E M B L Y O C C U P A N C Y I N F O R M A T I O N TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S T H A T I N C L U D E E L E C T R I C A L D E S I G N EL E C T R I C A L S U M M A R Y Eq u i p m e n t s c h e d u l e s w i t h m o t o r s ( n o t u s e d f o r m e c h a n i c a l s y s t e m s ) Li g h t i n g S c h e d u l e Me t h o d o f C o m p l i a n c e : EL E C T R I C A L S Y S T E M A N D E Q U I P M E N T __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ No . o f p o l e s __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mo t o r t y p e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mi n i m u m e f f i c i e n c y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Nu m b e r o f p h a s e s __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mo t o r h o r s e p o w e r __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ To t a l e x t e r i o r w a t t a g e s p e c i f i e d v s . a l l o w e d __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ To t a l i n t e r i o r w a t t a g e s p e c i f i e d v s . a l l o w e d __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ To t a l w a t t a g e p e r f i x t u r e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f b a l l a s t s i n f i x t u r e Nu m b e r o __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ba l l a s t t y p e u s e d i n t h e f i x t u r e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Nu m b e r o f l a m p s i n f i x t u r e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ La m p t y p e r e q u i r e d i n f i x t u r e E n e r g y C o s t B u d g e t P e r f o r m a n c e Pr e s c r i p t i v e TH I S S E C T I O N R E Q U I R E D F O R A L L P R O J E C T S T H A T I N C L U D E M E C H A N I C A L D E S I G N ME C H A N I C A L S U M M A R Y Eq u i p m e n t s c h e d u l e s w i t h m o t o r s ( m e c h a n i c a l s y s t e m s ) Li s t e q u i p m e n t e f f i c i e n c i e s ni n g S y s t e m Me c h a n i c a l S p a c i n g C o n d i t i o Bu i l d i n g c o o l i n g l o a d Bu i l d i n g h e a t i n g l o a d In t e r i o r d e s i g n c o n d i t i o n s Th e r m a l z o n e Me t h o d o f C o m p l i a n c e : ME C H A N I C A L S Y S T E M S , S E R V I C E S Y S T E M S A N D E Q U I P M E N T __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ # o f p o l e s __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mo t o r t y p e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mi n i m u m e f f i c i e n c y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Nu m b e r o f p h a s e s __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mo t o r h o r s e p o w e r To t a l c h i l l e r c a p a c i t y . I f o v e r s i z e d , s t a t e r e a s o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ch i l l e r To t a l b o i l e r o u t p u t . I f o v e r s i z e d , s t a t e r e a s o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Bo i l e r __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co o l i n g o u t p u t o f u n i t _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ He a t o u t p u t o f u n i t __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co o l i n g e f f i c i e n c y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ He a t i n g e f f i c i e n c y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ De s c r i p t i o n o f u n i t __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Un i t a r y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Re l a t i v e h u m i d i t y __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Su m m e r d r y b u l b __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Wi n t e r d r y b u l b __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Su m m e r d r y b u l b __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Wi n t e r d r y b u l b et E n e r g y C o s t B u d g P e r f o r m a n c e Pr e s c r i p t i v e 9, 0 0 0 X X 0 00 0 N/A X N/ A .2 0 .3 0 N/ A 3" 36 " 1, 0 2 0 10 0 11 NO C H A N G E NO C H A N G E NO C H A N G E FOR CAMPERS.HEALTH CENTER UN I S E X 1 1 UN I S E X HENRY D. STEWART, PEHENRY D. STEWART919.773.120023015GREATER 30'GREATER 30'30'-0"30'-0"34'-0"34'-0"128'-0"SEE COVER N/ A X __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Wa l l s a d j a c e n t t o u n c o n d i t i o n e d s p a c e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ex t e r i o r W a l l s __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ro o f / c e i l i n g A s s e m b l y Me t h o d o f C o m p l i a n c e : TH E R M A L E N V E L O P E De s c r i p t i o n o f a s s e m b l y ( e a c h a s s e m b l y ) Do o r R - V a l u e s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ if a p p l i c a b l e Lo w - e r e q u i r e d , __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Pr o j e c t i o n f a c t o r __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Sh a d i n g c o e f f i c i e n t __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f a s s e m b l y Op e n i n g s ( w i n d o w s o r d o o r s w i t h g l a z i n g ) __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f t o t a l a s s e m b l y De s c r i p t i o n o f a s s e m b l y (e a c h a s s e m b l y ) To t a l s q u a r e f o o t a g e o f s k y l i g h t s i n e a c h a s s e m b l y _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f s k y l i g h t _ _ _ _ _ _ _ _ _ _ Sk y l i g h t s i n e a c h a s s e m b l y _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ U- V a l u e o f t o t a l a s s e m b l y De s c r i p t i o n o f a s s e m b l y (e a c h a s s e m b l y ) E n e r g y C o s t B u d g e t P e r f o r m a n c e Pr e s c r i p t i v e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Fl o o r s s l a b o n g r a d e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Fl o o r s o v e r u n c o n d i t i o n e d s p a c e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Wa l l s b e l o w g r a d e Sl a b h e a t e d _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ho r i z o n t a l / V e r t i c a l r e q u i r e m e n t __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f t o t a l a s s e m b l y De s c r i p t i o n o f a s s e m b l y ( e a c h a s s e m b l y ) __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ U- V a l u e o f t o t a l a s s e m b l y De s c r i p t i o n o f a s s e m b l y (e a c h a s s e m b l y ) __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f t o t a l a s s e m b l y De s c r i p t i o n o f a s s e m b l y ( e a c h a s s e m b l y ) Do o r R - V a l u e s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ Lo w - e r e q u i r e d , i f a p p l i c a b l e __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f a s s e m b l y Op e n i n g s ( w i n d o w s o r d o o r s w i t h g l a z i n g ) __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R- V a l u e o f i n s u l a t i o n __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U- V a l u e o f t o t a l a s s e m b l y At t i c / o t h e r - w o o d f r a m i n g Wo o d F r a m e d , 1 6 " o . c . UV - 0 . 0 2 8 R- 4 0 UV - 0 . 5 1 6 s f UV - 0 . 0 7 7 R- 2 3 + R - 5 c i N/ A So l a r T u b e s UV - 0 . 4 8 N/ A N/ A UV - 0 . 3 3 SH G C - 0 . 2 7 PF = 0 . 3 3 Wo o d F r a m e d R- 3 8 UV - 0 . 0 2 6 21 M A R C H 2 0 1 7 1 1 75 ' 46 ' - 3 " N/ A PH A R M A C Y N/ A 1 1 75 ' 50 ' - 5 " N/ A OF F I C E N/ A 1 1 75 ' 34 ' 7 " N/ A EX A M R O O M N/ A 1 1 75 ' 11 ' - 6 " N/ A RE S T R O O M N/ A 1 1 75 ' 24 ' - 4 " N/ A ST O R A G E N/ A B D T1 0 2 CAMPE AGAPE TYLER DEWAR LANE FUQUAY VARIAN, NORTH CAROLINA 27562 BL J BL J VA R I E S - CO D E S U M M A R Y , CO N S T R U C T I O N NO T E S DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC8 M A R C H 2 0 1 6 N/AXXN/AX Shell Variable Formincorporate into plan submittal any supporting documents or agreement letters.Please provide full information on any alternate methods and means incorporated into the design of this project. Provide specific details and Electrical Building Sprinkler Plumbingand powerpermitsadditional Reproduce on Cover SheetOther________________________________________________________________________________________Install complete system (NOT IN SUITE 1200)____Install __Heat/Ac __ Elevator __Generator __Parking lot lighting ____Install light fixtures ____Power and lighting circuits to “J” Box ____Conduit, duct, raceway in slab ____Demise wall and ceilings only centers/panels located on buildings____Service laterals to meter ____House panel Other_______________________________________________________________________________________________) are required for Certificate of Occupancy interior completion ____White box (____Install Ceilings (NOT IN SUITE 1200)____Install interior partitioning __partial __complete ____Install demising walls ____Install slab __partial __complete ____Install complete sprinkler system ther_______________________________________________________________________________________________O ____Install complete plumbing system ____Install building drain __and __or water distribution main __with __without branches ____Install water service and sewer ____No work Other___________________________________________________________________________________ Install complete operational system Gas Line Trunk line installed __with __without outlets Equipment set __with __without power No work Check each applicable line to match scope of work. Edit as necessary to provide clear detail of installation. Required for all Shell, Alteration to Shell and Interior Completion Permits Sp e c i a l I n s p e c t i o n s C h a p t e r 1 7 SPECIAL INSPECTIONS SHALL BE CO N D U C T E D O N A L L P R O J E C T S T H A T F A L L W I T H I N B U I L D I N G C A T E G O R I E S AND/OR CONTAIN ELEMENTS SUBJEC T T O S P E C I A L I N S P E C T I O N S A S P R E S C R I B E D B Y R E V I S E D S E C T I O N 1 7 0 4 . List whom will inspect the required special i n s p e c t i o n s : Owner or agent______________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Fabricator of load bearing componentsSoil testsConcrete, caissons, piles, piers, pre-castPost tension concreteModular constructionSteel and connections, welds, bolts, ancho r s Fire spray testsSmoke controlSeismic, wind designs, Quality Assurance Retaining wallsMasonryWoodAlternate MethodsEFISOther (describe)Other (describe) N/ A AD D I T I O N A L R E Q U I R E M E N T S GR A B B A R S MU L T . A C C O M M O D A T I O N T O I L E T F A C I L I T I E S TO I L E T R O O M F I X T U R E S & A C C E S S O R I E S EN T R A N C E S / D O O R S SA N I T A R Y F A C I L I T I E S ( G E N E R A L ) WA L K S A N D S I D E W A L K S RA M P S PA R K I N G HA Z A R D S & P R O T R U D I N G O B J E C T S HA N D R A I L S CL R . F L O O R S P A C E F O R W H E E L C H A I R S ST A I R W A Y S PR O J E C T N O T E S : 21 M A R C H 2 0 1 7 LO B B Y 10 0 ( 1 2 ' x 1 5 ' S F ) LI N E N S / S T O R A G E 10 1 ( 1 0 ' x 6 ' ) 23 H R . I N F I R M A R Y 10 2 ( 1 0 ' - 6 " x 1 8 ' - 8 " ) EX A M R M . 10 6 ( 1 0 ' - 3 " x 8 ' - 4 " ) OF F I C E 10 5 ( 1 0 ' - 3 " x 1 2 ' - 0 " ) KI T C H E N 10 3 ( 9 ' - 9 " x 8 ' - 2 " ) PH A R M A C Y 10 4 ( 9 ' - 9 " x 5 ' - 4 " ) AD A R E S T R O O M 10 7 ( 8 ' - 0 " x 8 ' - 1 " ) PO R C H (3 6 ' x 1 2 ' S F ) DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC FL O O R P L A N 1 RO O F P L A N 2 A1 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - PL A N S 21 M A R C H 2 0 1 7 LI G H T I N G P L A N 3 FO U N D A T I O N & F L O O R F R A M I N G 1 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC RO O F F R A M I N G 3 CE I L I N G F R A M I N G 2 A1 0 2 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S -FR A M I N G P L A N S 21 M A R C H 2 0 1 7 BO L I C K H E A L T H C E N T E R 39"-41" 16 " - 1 8 " 39"-41" 39 " - 4 1 " 18" MIN. 33"-36" 54 " 42 " M A X . 33"-36" FR O N T E L E V A T I O N 1 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC LE F T E L E V A T I O N 2 RE A R E L E V A T I O N 3 RI G H T E L E V A T I O N 4 BA T H R O O M - F R O N T E L E V A T I O N 5 BA T H R O O M - L E F T E L E V A T I O N 6 A2 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - EL E V A T I O N S 21 M A R C H 2 0 1 7 EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . BU I L D I N G S E C T I O N 1 BU I L D I N G S E C T I O N 2 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC FOUNDATION DETAIL - PIPE CROSSING3 A3 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - BU I L D I N G S E C T I O N AN D D E T A I L S 21 M A R C H 2 0 1 7 BU I L D I N G S E C T I O N 1 BU I L D I N G S E C T I O N 2 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLCA3 0 2 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - BU I L D I N G S E C T I O N AN D D E T A I L S 21 M A R C H 2 0 1 7 FO U N D A T I O N & F L O O R F R A M I N G 1 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC RO O F F R A M I N G 3 CE I L I N G F R A M I N G 2 S1 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - ST R U C T U R A L P L A N S 21 M A R C H 2 0 1 7 1. DJ: (2)2x10s W/ 1/2" PLYWOOD U.N.O.BEAM SCHEDULEGENERAL NOTES:1.BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12" BELOW GRADE.2.ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION.3.ALL NEW LUMBER TO BE SPF #2 OR BETTER.4.ALL LUMBER IN CONTACT WITH MASONRY/CONCRETE TO BE PRESSURE TREATED.5.ALL W SHAPE STEEL SECTIONS TO BE Fy=50 KSI, ALL OTHERS TO BE Fy=36 KSI.6.ALL REBAR TO BE PLACED IN ACCORDANCE WITH THE LATEST AC1-318 CODE.7.MASONRY TO HAVE A COMPRESSIVE STRENGTH OF F'm=1500 PSI.8.ALL CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI.9.ALL MASONRY CELLS CONTAINING REBAR OR BELOW STRUCTURAL STEEL SHAPES TO BE FULLY GROUTED.10.INSTALL ALL ANCHORS PER MANUFACTURER'S RECOMMENDATIONS.11.HIGH STRENGTH BOLTS TO BE A325 OR BETTER.STRUCTURAL DESIGNDESIGN LOADS: PL Y W O O D O V E R L A P S . 10 - D N A I L S A T 3 " O . C . V E R T I C A L L Y I N E A C H S T U D W H E R E AL L R E M A I N I N G S H E A T H I N G T O B E 1 / 2 " O S B O R B E T T E R 2.1. AT A L L C O R N E R S O F A D D I T I O N , 7 / 1 6 " P L Y W O O D S H E E T S W / WA L L B R A C I N G HEADER SCHEDULE (BEAMS BEAR ON STUD PACKS)2. ALL WINDOWS AND DOORS TO HAVEHEADER PER HEADER SCHEDULE BELOW & 2SP EA. END3. SEE PLANS FOR LVL BEAM LOCATIONS AND SIZES PR O F E S S I O N A L S E A L SE A L 23 0 1 5 4 O c t o b e r 2 0 1 6 EQ . EQ . EQ . EQ . EQ . EQ . EQ . EQ . BU I L D I N G S E C T I O N 1 BU I L D I N G S E C T I O N 2 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLC21 M A R C H 2 0 1 7 FOUNDATION DETAIL - PIPE CROSSING3 SLAB DETAIL - EXTENSION4 S3 0 1 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - ST R U C T U R A L S E C T I O N S AN D D E T A I L S PR O F E S S I O N A L S E A L SE A L 23 0 1 5 4 O c t o b e r 2 0 1 6 BU I L D I N G S E C T I O N 1 BU I L D I N G S E C T I O N 2 DE S I G N E D B Y : DR A W N B Y : CH E C K E D B Y : SC A L E : PR O J E C T N U M B E R : DA T E S : PR O F E S S I O N A L S E A L CO R P O R A T E S E A L De s i g n L i n e S t u d i o s Ar c h i t e c t u r e Br a n d i n g In t e r i o r s PO Box 1928 Fuquay-Varina, NC 27526 www.designlinestudios.com 919.604.2975 DesignLine Studios, PLLCS3 0 2 CAMP AGAPE TYLER DEWAR LANE FUQUAY VARINA, NORTH CAROLINA 27562 BL J BL J VA R I E S - BU I L D I N G S E C T I O N AN D D E T A I L S 21 M A R C H 2 0 1 7 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 ZLT DMM PLUMBING SCHEDULES P001 & NOTES COUNTERCENTERLEVERGRIDOCR1912A BRASSCRAFT 0.5 GPM. P-1 46100 CFG HOLE SINGLEVITREOUS CHINA0476.028DROP IN AMERICAN STANDARD COUNTER TOP ADALAVATORY BARRIER FREE. COORDINATE FINISH WITH ARCH. TYPEFIXTUREMARK REMARKS HWCW MOUNTINGTYPEWASTE SUPPLIES AND STOPSSIZE DRAIN HANDLESSPOUT FAUCET/VALVE CENTERS VENT PIPE SIZES STYLEMATERIALMANUFACTURERMODEL NO. PLUMBING FIXTURE SPECIFICATIONS AND CONNECTION SCHEDULE MODEL NO. MANUFACT. WATER CLOSET FLOORVITREOUS CHINA270AA.101 ------ OCR1912DL FLUSH TANK AMERICAN STANDARD BRASSCRAFT WITH NO LID. PROVIDE OPEN FRONT SEAT ELONGATED ADAP-2 NOTE: FIXTURES TO BE AS SPECIFIED OR EQUAL. COORDINATE FINAL SELECTION WITH OWNER. GEL-COATED FIBERGLASS1138382 LSADA -LEVER FLOORTRANSFER SHOWER W/ HAND SHOWER & SLIDE BAR PROVIDED W/ ALL ACCESSORIES P-3 SHOWER -COORD. SEAT & BARS W/ ARCH. LIBERTY LINE FLOORADA-- VALVE BOX WALL------W/ QTR TURN VALVE & SHOCK P-5 OATEY 386XX RECESSED -METAL STEEL ARRESTOR. W/ FACEPLATE. WASHER BOX WALL------W/ QTR TURN VALVES & SHOCK P-4 OATEY 384XX RECESSED -METAL STEEL ARRESTORS. W/ FACEPLATE. W/ TAIL PIECE. REVERSIBLE BOX. WATER COOLER WALL------120V, 4.0 AMPS. HFC-134A. P-6 ELKAY EMABFTL8C ADAHI-LO GALVANIZED, STAINLESS BRASSCRAFT G2CR19 W/ HANGER BRACKET. MOUNT AT ADA HEIGHT. FLOOR DRAIN FD-2209 ------FINISHED FLOOR W/ CHROME PLATED GRATE. FD PVC ADJUSTABLEZURN -SEE PLAN W/ DEEP SEAL TRAP. COUNTERSTAINLESS STEELPSR2219 CENTER LEVER OCR1912A BRASSCRAFT DRAIN LOCATION PER ADA REQ. 1-BOWL ADAP-7 40513 CFG 4-HOLE 4" O.C.DROP-IN ELKAY CUP CRUMBSINK (22" x 19") FLOORGLASS LINEDPCE 30 20LSA ----STATE WATER HEATERS *$//21.:9‘ WH-1 WATER HEATER ELECTRIC UPRIGHT ---*3+#ƒ)5,6( 6(772ƒ):,7+796(('(7$,/ NOTES: 1.ALL FIXTURE COLORS & FINISHES TO BE APPROVED BY OWNER & ARCHITECT BEFORE PURCHASING. 2.PROVIDE P-TRAP AND SUPPLY LINE SAFETY COVERS FOR ALL ADA SINK AND LAVATORY INSTALLATIONS. 3.WATER CLOSET HANDLES TO BE LOCATED ON "WIDE SIDE" OF STALL FOR ADA FIXTURES. 4.SEE DETAIL SHEET FOR ADDITIONAL ITEMS TO BE PROVIDED/INSTALLED W/ FIXTURES LISTED ABOVE. PLUMBING GENERAL NOTES I. GENERAL REQUIREMENTS: 1.PLUMBING CONTRACTOR IS TO FURNISH AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, PERMITS & FEES REQUIRED FOR THE COMPLETE INSTALLATION OF ALL SYSTEMS IN THIS SECTION OF WORK. 2.ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH NC PLUMBING CODE AND ALL OTHER APPLICABLE CODES. PC IS TO COORDINATE W/ G.C. IN REGARDS TO PROJECT TIMELINE, WORK HOURS, AS WELL AS ANY BONDING OR INSURANCE REQUIREMENTS. 3.ALL PLUMBING FIXTURES AND PLUMBING SYSTEM EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ALL ACCESSORIES, HANGERS, VALVES, STOPS, TAILPIECES, TRAPS, FAUCETS, STRAINERS, ETC REGARDLESS OF PRESENCE ON PLANS. SEE FIXTURE SCHEDULE. 4.ALL EQUIPMENT, MATERIALS AND INSTALLATION SHALL BE GUARANTEED TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF WORK OR IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD GUARANTEE, IF LONGER. EXISTING EQUIPMENT IS EXCLUDED FROM WARRANTY REQUIREMENT. 5.THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT OF ALL MATERIALS AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS BUILDING CONSTRUCTION AND ALL OTHER WORK WILL PERMIT. 6.DO NOT SCALE DRAWINGS FOR MEASUREMENT. IF PRECISE DIMENSIONS ARE NEEDED, ELECTRONIC DRAWINGS ARE AVAILABLE UPON REQUEST FROM ARCH/ENGINEER FOR PREPARATION OF COORDINATION DRAWINGS BY CONTRACTOR. 7.INFORMATION GIVEN IN SCHEDULES INCLUDES BOTH DESCRIPTION OF PRODUCT AND MANUFACTURER'S MODEL #. IF CONFLICT IS PRESENT BETWEEN DESCRIPTION AND MODEL #, EQUIPMENT DESCRIPTION SHALL TAKE PRECEDENT. IN CASE OF CONFLICT BETWEEN THE PLANS AND NOTES/SPECIFICATIONS OR CONFLICT BETWEEN INFORMATION PRESENTED ON THE PLANS OR IN THE NOTES/SPECIFICATIONS, THEN THE MOST RESTRICTIVE SHALL TAKE PRECEDENT. 8.BEFORE BID PC IS RESPONSIBLE FOR CLARIFYING W/ G.C. ANY CONFUSION IN REGARDS TO RESPONSIBILITY OF WORK TO BE PERFORMED OR MATERIALS TO BE PROVIDED. THE SUBMITTAL OF THE BID BY THE CONTRACTOR WILL BE HELD AS PROOF THAT THE CONTRACTOR UNDERSTANDS THOROUGHLY AND COMPLETELY THE SCOPE OF THE WORK INVOLVED, AND HAS INCLUDED ON THE BID ALL THE NECESSARY ITEMS TO CARRY OUT THIS SECTION OF WORK. 9.AS SOON AS POSSIBLE (AND NOT MORE THAN 30 DAYS) AFTER CONTRACT IS SIGNED, THE PC SHALL PROVIDE SUBMITTALS OF PLUMBING EQUIPMENT HE/SHE INTENDS TO PURCHASE FOR REVIEW AND COMMENT BY THE ENGINEER. ENGINEER IS TO APPROVE SUBMITTALS BEFORE EQUIPMENT IS ORDERED. 10.ALL QUESTIONS MUST BE SUBMITTED IN RFI FORMAT TO THE ARCHITECT AND MUST BE ADDRESSED BY THE APPROPRIATE DESIGNER OF RECORD PRIOR TO BECOMING A PROPOSED CHANGE ORDER. 11.P.C. IS TO REVIEW COMPLETE DRAWING SET. P.C. IS RESPONSIBLE FOR WORK EXPLICITLY SHOWN AND WORK IMPLIED. UNLESS OTHERWISE NOTED FINAL PLUMBING CONNECTION TO ALL EQUIPMENT, FIXTURES, ETC IS THE RESPONSIBILITY OF THE P.C.. II. DIVISION OF WORK: 1.ALL ROOF PENETRATIONS, FLASHING, ETC ARE TO BE PERFORMED BY ROOFING CONTRACTOR. 2.ALL LOW VOLTAGE WIRING RELATED TO PLUMBING EQUIPMENT AND SYSTEMS IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL HIGH VOLTAGE CONNECTIONS TO PLUMBING EQUIPMENT, INCLUDING DISCONNECTS TO BE PROVIDED AND INSTALLED BY E.C. 3.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ACCESS DOORS RELATED TO PLUMBING SYSTEM (W/ EXCEPTION OF CLEANOUT COVERS, BY P.C.). P.C. RESPONSIBLE FOR COMMUNICATING TO G.C. SIZE AND LOCATION OF REQ'D ACCESS DOOR(S). 4.PLUMBING CONTRACTOR IS TO EMPLOY THE SERVICES OF THE G.C. FOR CUTTING AND PATCHING OF WALLS, FLOORS & CEILINGS RELATED TO THE INSTALLATION OF PLUMBING EQUIPMENT & SYSTEMS. 5.G.C. RESPONSIBLE FOR PAINTING OF GAS PIPING ON EXTERIOR OF BUILDING. P.C. RESPONSIBLE FOR CLEANING AND PREPARING PIPING FOR PAINT, COORDINATE W/ G.C. 6.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY WATER HEATER PLATFORMS, EITHER FLOOR/WALL MOUNTED OR SUSPENDED. P.C. TO COMMUNICATE REQ'S TO G.C. III. MATERIALS: 1.ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE SHOWN OR SPECIFIED. 2.PIPING MATERIALS AND FITTINGS SHALL BE AS FOLLOWS: WASTE & VENT (ABOVE & BELOW SLAB): PVC PIPE, PVC SOCKET FITTINGS, AND SOLVENT-CEMENTED FITTINGS. DOMESTIC WATER (BELOW SLAB): TYPE 'K' COPPER. DOMESTIC WATER (ABOVE SLAB): TYPE 'L' COPPER WITH SWEATED SOCKET FITTINGS. THREADED FITTINGS MAY BE USED AT VALVES, FIXTURES & SIMILAR. OR CPVC PIPING WITH SOLVENT-CEMENTED FITTINGS. THREADED FITTINGS MAY BE USED AT VALVES, FIXTURES & SIMILAR. OR PEX PIPING WITH FLARED OR MECHANICAL JOINTS/FITTINGS. 3.INSULATION IS REQUIRED ON THE FIRST 8 FEET OF HOT WATER PIPING FROM WATER HEATERS ON NON-CIRCULATING SYSTEMS. INSULATION IS REQUIRED ON ALL HOT WATER PIPING THAT IS PART OF A HOT WATER CIRCULATION LOOP & THE FIRST 8 FEET OF BRANCH LINES FROM CIRCULATION LOOP. INSULATION TO BE EQUAL TO "ARMAFLEX" PIPE INSULATION W/ SEALED OR TAPED SEAMS. INSULATION TO BE MIN. 12" THICK FOR NON CIRCULATING SYSTEMS AND MIN. 1" THICK FOR CIRCULATING SYSTEMS. INSULATION TO HAVE A CONDUCTIVITY NOT EXCEEDING  %78,1&+  +5)7Aƒ) 25,1$&&25'$1&(:/2&$/&2'(6 WHICHEVER IS MORE STRINGENT. 4.PROVIDE HANGERS & SUPPORTS APPROVED FOR USE BY 2012 NC PLUMBING CODE. 5.ANY PLUMBING FIXTURES WITH A COMMON SHUT-OFF VALVE (I.E. PRE-RINSE, KITCHEN SINK, MOP SINK) ARE TO INCLUDE A CHECK VALVE ON THE HOT & COLD WATER VALVES TO PREVENT INTERCONNECTION OF HOT & COLD WATER LINES. IV. COORDINATION: 1.BEFORE BEGINNING WORK INVERT ELEVATIONS SHALL BE ESTABLISHED. PC IS TO ENSURE PROPER SLOPES OF ALL WASTE AND STORM PIPING CAN BE MAINTAINED, CONTACT ENGINEER IMMEDIATELY IF PROBLEM/ISSUE IS DISCOVERED. 2.P.C. TO COORDINATE LOCATION OF ALL ROOF PENETRATIONS W/ ROOFING CONTRACTOR & MECHANICAL CONTRACTOR. P.C. & M.C. TO COORDINATE TO ENSURE NO PLUMBING VENTS ARE LOCATED WITHIN 10' OF ANY OUTSIDE AIR INTAKES. 3.P.C. TO COORDINATE W/ G.C. AND ARCH PLANS TO ENSURE NECESSARY BACKING/SUPPORTS ARE INSTALLED TO ALLOW INSTALLATION OF PLUMBING FIXTURES. 4.THE PLUMBING CONTRACTOR SHALL COORDINATE CLOSELY WITH ALL OTHER TRADES TO AVOID CONFLICT AND ENSURE OTHER TRADES PROVIDE MEASURES TO ACCOMMODATE PLUMBING WORK (I.E. ACCESS DOORS, SLAB/WALL/ROOF OPENINGS, ELECTRICAL CONNECTIONS, ETC) 5.PIPING SHOULD BE COORDINATED WITH ALL STRUCTURAL FOOTINGS AND FOUNDATIONS. PIPE SHOULD BE OFFSET TO AVOID CONTACT WITH FOOTINGS AND FOUNDATION WALLS. IF PIPING MUST RUN UNDERNEATH A FOOTING OR THROUGH A FOUNDATION WALL, THE PIPE MUST BE INSTALLED WITH A RELIEVING ARCH OR IN A PIPE SLEEVE. 6.P.C. TO REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES. V. EXECUTION: 1.P.C. TO FOLLOW MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING PLUMBING EQUIPMENT. ENSURE REQUIRED MAINTENANCE ACCESS AND CLEARANCES ARE MAINTAINED. IF CONFLICT EXISTS BETWEEN THESE PLANS AND MFG INSTRUCTIONS CONTACT ENGINEER. 2.P.C. RESPONSIBLE FOR EXECUTING ALL CODE REQUIRED TESTS AND INSPECTIONS, INCLUDING BUT NOT LIMITED TO, LEAK & PRESSURE TESTING OF GAS, WASTE, VENT & WATER PIPING AND SANITIZING OF WATER PIPING. 3.ENSURE PIPING LOCATED ON EXTERIOR WALLS (OR OTHER WALLS EXPOSED TO FREEZING CONDITIONS) IS INSTALLED ON WARM-SIDE OF WALL INSULATION. 4.ANY NOTCHING, DRILLING, BORING OR OTHER ALTERATION TO BUILDING STRUCTURE SHALL BE PERFORMED IN A CODE APPROVED METHOD AND NOT THREATEN THE INTEGRITY OF THE BUILDING STRUCTURE. 5.SUPPORT ALL PIPING IN ACCORDANCE W/ 2012 NC PLUMBING CODE. ANY SUSPENDED MATERIALS SHALL BE DIRECTLY SUPPORTED BY THE BUILDING STRUCTURE. DO NOT ATTACH ANYTHING TO THE ROOF DECK. 6.PENETRATIONS OF ALL EXTERIOR WALLS, FLOORS AND CEILINGS SHALL BE SEALED IN AN AIR TIGHT MANNER AND IN ACCORDANCE W/ 2012 NCECC APPENDIX 2 DETAILS. 7.CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. PROVIDE CLEANOUTS AS PLANS INDICATED AND AT THE BASE OF ALL WASTE STACKS, AT EVERY FOUR 45 DEGREE TURNS, AT EVERY 100 FEET, AND AT THE BASE OF ALL ROOF LEADERS. CLEANOUTS SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. 8.SUPPLY BRANCH LINES SERVING MORE THAN (1) FIXTURE SHALL INCLUDE SHUT-OFF VALVE. LABEL VALVE AND LOCATE AS CLOSE TO RISER/MAIN AS POSSIBLE. (NCPC 606.2.1) 9.VALVES NOT DIRECTLY AT EQUIPMENT SHALL BE LABELED INDICATING THE FIXTURE OR AREA SERVED. (NCPC 606.4) 10.WATER HEATER SHALL BE FILLED WITH WATER AND PURGED AS SOON AS INSTALLED OR IN NO EVENT LATER THAN GAS/ELECTRIC HOOK-UP. 11.COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. ALL HANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROLYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER METALS. 12.WHERE COPPER PIPING IS SLEEVED THROUGH MASONRY, SLEEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND MASONRY. 13.ALL PIPE INSULATION SHALL RUN CONTINUOUSLY THROUGH FLOORS, WALLS, AND PARTITIONS. PIPE INSULATION SHALL BE MITERED AT ELBOWS AND TEES TO ENSURE COMPLETE COVERAGE OF PIPING. 14.PROVIDE SHUT OFF VALVES ON THE FIXTURE SUPPLY TO EACH PLUMBING FIXTURE, APPLIANCE, OR MECHANICAL EQUIPMENT. 15.VACUUM BREAKERS SHALL BE PROVIDED FOR ALL FIXTURES TO WHICH HOSES MAY BE ATTACHED. VACUUM BREAKERS SHALL BE PERMANENTLY ATTACHED. 16.THE PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER PROTECTION ON ALL WATER DISTRIBUTION PIPING SERVING EQUIPMENT W/ QUICK CLOSING VALVES (ICE MAKERS, DISHWASHERS, FLUSH VALVES, WASHING MACHINES, WATER COOLERS, ETC.) SEE SHOCK ARRESTOR SCHEDULE. 17.ACCESS DOORS TO BE PROVIDED FOR ALL VALVES AND DEVICES REQUIRING ACCESS WHEN LOCATED IN WALLS OR ABOVE INACCESSIBLE CEILING CONSTRUCTION. ACCESS DOORS TO BE RATED WHERE INSTALLED IN RATED ASSEMBLIES. 18.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PLUMBING EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). UPON COMPLETION OF WORK THE PLUMBING CONTRACTOR SHALL CLEAN, WASH, ETC ALL ITEMS AND EQUIPMENT WITHIN HIS SCOPE OF WORK AND LEAVE ALL ITEMS BRIGHT AND CLEAN. 19.PROVIDE PRESSURE REDUCING VALVE IF INCOMING WATER PRESSURE EXCEEDS 80 PSI. 20.NO INSULATION PERMITTED ON BACKFLOW PREVENTER ASSEMBLY. ------ VALVES. DRAIN W/ AIR GAP. CLEARANCES. W/ TEST PORTS & ISOBFP-1 - W/ STRAINER. PROVIDE REQ'D GROUNDBRONZE RED. PRESS. ZONE BACK FLOW PREVENTER WATTS HORIZONTALLF909QTLEAD-FREE, HOSE BIB WALL------FPHB ZURN Z1347-BFP BRONZE -W/ VACUUM BREAKER. LOOSE KEY TYPE. STRAIGHT FREEZE PROOF VERIFY WALL DEPTH. HOSE BIB WALL------W/ VACUUM BREAKER. HB ZURN Z1341-BFP -ANGLE BRONZE - GRADE CLEANOUT GRADECO-2450 -----GCO -ADJUSTABLE ZURN NICKEL CVR. PVC BODY,- PLAN SEE-W/ CONCRETE PAD. FLOOR(WOOD) W/ SPRAYER. VALVE SCHEDULE TAG BV-1 CV-1 TV-1 FULL-PORT BALL VALVE DESCRIPTION IND. TEMP. VALVE DBL CHECK VALVE TV-2 THERMO. MIX. VALVE WATTS SD-2-MF (<1/2"), WATTS 9D (1/2"+) LEONARD 270-LF WATTS LFB6081 NOTES: 1.SEE PLAN FOR SIZE. VALVE SIZE TO EQUAL LINE SIZE. 2.BALL VALVES TO INCLUDE REMOVABLE HANDLES. 3.IF AVAILABLE, VALVES MAY BE THREADED OR SWEATED CONNECTIONS. USE EXTREME CARE AND LOW TEMP SOLDER TO PROTECT VALVE SEATS IF SWEATED CONNECTIONS ARE USED. MFG & MODEL (OR EQUAL) WATTS LFMMV 6(772ƒ)',6&+$5*( (ASSE 1022 APPROVED) SHOCK ARRESTOR SCHEDULE FIXTURE UNITS IND. FIXTURE 12 - 32 SEE FIXTURE SCHEDULE UNIT SIZE (CONN. SIZE) B (3/4") SIOUX CHIEF "MINI-RESTER" MFG & MODEL (OR EQUAL) 1-11 A (1/2")SIOUX CHIEF "HYDRA-RESTER" SIOUX CHIEF "HYDRA-RESTER" NOTES: 1.LOCATE SHOCK ARRESTORS IN ACCESSIBLE LOCATION OR PROVIDE SIOUX CHIEF BRAND ARRESTORS ONLY. 2.SEE PLAN, RISERS, SCHEDULES FOR ARRESTER LOCATIONS. IF LOCATION NOT INDICATED INSTALL IN ACCORDNCE W/ MFG GUIDELINES. GROUNDWB-1 ------W/ 120V, 60W HEATER.HBX-1 WATTS EXTERIOR - FREEZEPROOF HOT BOX. HOT BOX INSULATED FIBERGLASS COUNTERSTAINLESS STEELPSR1517 CENTER OCR1912A BRASSCRAFT DRAIN LOCATION PER ADA REQ. 1-BOWL ADAP-8 6532.170 AMER. STD. 3-HOLE 4" O.C.DROP-IN ELKAYSINK (15" x 17.5")BLADE WRIST GRID LOOSE KEY TYPE. PLUMBING LEGEND PIPE DOWN FLOOR DRAIN VENT PIPING VALVE PIPE UP CHECK VALVE DOMESTIC HOT WATER PIPING WASTE (SANITARY SEWER) DOMESTIC COLD WATER PIPING EXISTING PIPING/EQUIPMENT VALVE CLEANOUT G.C. M.C. P.C. V W HB HW FS FD FR VENT WASTE GENERAL CONTRACTOR MECHANICAL SUB-CONTRACTOR PLUMBING SUB-CONTRACTOR HOSE BIBB HOT WATER FLOOR DRAIN FLOOR SINK FROM AAV AFF FCO ABV DN E.C. CW AIR ADMITTANCE VALVE ABOVE FINISHED FLOOR FLOOR CLEAN OUT ELECTRICAL SUB-CONTRACTOR COLD WATER DOWN ABOVE HUB DRAINHD BV BALL OR BALANCING VALVE (SEE SCHED) CV CHECK VALVE PRV PRESSURE REDUCING VALVE TV TEMPERING VALVE GBV GAS BALL VALVE GSV GAS SOLENOID VALVE BFP BACK FLOW PREVENTER WH WATER HEATER WHD WALL HYDRANT WF WALL FAUCET SS SANITARY SEWER AHJ AUTHORITY HAVING JURISDICTION DEMO PIPING/EQUIPMENT BUILDING DRAIN SIZE NUMBER OF BUILDING DRAINS TOTAL FIXTURE UNIT LOAD WATER SERVICE SIZE NUMBER OF WATER SERVICES TOTAL FIXTURE UNIT LOAD NOTES 3"1 17 1"8 14 - PLUMBING FIXTURE REQUIREMENTS WASTE WATER 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 ZLT DMM PLUMBING PLANS P1011SCALE: 1/4" = 1'-0" PLUMBING PLAN .1$$; .+0'055614#)' *4+0(+4/#4; ':#/4/ 1((+%' -+6%*'0 2*#4/#%; #&#4'56411/ 214%* P-1 P-2 P-8 P-3 P-5 P-6 FPHB FPHB P-7 HB UNION (TYP) FLOOR HEATER WATER C.W. TO FIXTURES DISCHARGE FULL SIZE OF VALVE DISCHARGE. SPILL INTO DRAIN PAN. SHUT-OFF VALVE TEMPERATURE AND PRESSURE RELIEF VALVE VACUUM BREAKERFROM CW RISER TO EXTERIOR. 1" DRAIN LINE NOTE: 1.INSTALL WATER HEATER PER MANUFACTURER REQUIREMENTS 2.PROVIDE HEAT TRAP ON CW AND HW LINES PER ENERGY CODE 3.ELEVATE DRAIN PAN AS NECESSARY TO ALLOW PROPER FLOW TO EXTERIOR. 1-1/2" DEEP GALV. DRAIN PAN EXPANSION TANK 4 NO SCALE WATER HEATER DETAIL TAGGED NOTES - THIS SHEET GENERAL NOTES - THIS SHEET 1.P.C. TO VERIFY EXACT SIZE, LOCATION, INVERT & DIRECTION OF EXISTING LINES BEFORE BEGINNING WORK. 2.P.C. TO VERIFY THAT NO FIXTURES ARE CONNECTED UPSTREAM OF BACK FLOW PREVENTER. 1 BACKFLOW PREVENTER BFP-1 INSTALLED IN HOTBOX HBX-1. COORDINATE EXACT LOCATION WITH AREA CONDITIONS. DRAIN TO EXTERIOR. 2 1" C.W. UP FROM BELOW GRADE TO BFP-1. 3 WATER HEATER, WH-1, INSTALLED ON FLOOR OF LAUNDRY ROOM. COORDINATE EXACT LOCATION W/ AREA MECHANICAL EQUIPMENT AND M.C. DRAIN WATER HEATER TO EXTERIOR. 4" TO SEPTIC NOTE: UNLESS OTHERWISE NOTED, ALL WASTE AND WATER PIPING TO BE RUN IN CRAWL SPACE AND TIGHT TO BOTTOM OF FLOOR STRUCTURE. 5 MAIN C.W. LINE TO CONTINUE UP WALL AND PENETRATE INTO SPACE HIGH NEAR CEILING. COLD WATER TO RUN TIGHT TO CEILING AND DOWN TO WATER HEATER. ADDITIONAL 3/4" C.W. LINE TO RUN BACK DOWN THROUGH FLOOR TO CRAWL SPACE 4 4 1" C.W. UP FROM BELOW GRADE IN WALL. PROVIDE MASTER BUILDING SHUTOFF BV-1 IN WALL. PROVIDE WITH ACCESS PANEL. 6 CONNECT NEW 1" C.W. LINE TO 1" LINE FROM UTILITY. COORDINATE EXACT LOCATION WITH UTILITY. NEW 1" C.W BELOW GRADE   ƒ ) 1 5 3 NOTE: COORDINATE EXACT LOCATION OF HOTBOX WITH CIVIL PLAN AND UTILITY.HB FLASHING COLLARSTRAINER TOP OF FINISHED FLOOR FLUSH WITH TOP OF DRAIN GRATE 6 NO SCALE FLOOR DRAIN (FD) DETAIL UNDER FLOOR 7 4" WASTE TO TRAVEL DOWN WALL OF CRAWL SPACE TO BELOW GRADE. 8 SEPTIC SYSTEM BY OTHERS. COORDINATE LOCATION OF SEPTIC SYSTEM DURING TIME OF CONSTRUCTION. 8 7 9 ƒ)+27:$7(5/,1('2:172&5$:/63$&(72 LAUNDRY BOX. 10 ƒ)+27:$7(5/,1('2:172&5$:/63$&(72 BUILDING FIXTURES. 9 10 ƒ) CHECK VALVE TV-2 HW TO FIXTURES THER.ƒ) HW TO WASHER CUT-OFF SECTIONS GCO , YCO - EXTERIOR SECTION FINISH GRADE 2'-0" BY PLBG. CONTR. CONCRETE APRON 5 NO SCALE EXTERIOR CLEANOUT DETAIL 3" FD BV-1 CO BV-1 1" CW BELOW GRADE FROM UTILITY ƒ) 1" CW BELOW GRADE TO FIXTURES 1" CW DWN TO BELOW GRADE 1" CW BELOW GRADE FROM BFP 2 NO SCALE WASTE/VENT RISER 3 NO SCALE WATER RISER NOTE: WASTE VENT TO HAVE 10' CLEARANCE FROM ALL BUILDING AIR INTAKES. AS NOTEDAS NOTED N/A SURFACE LOUVERED STEEL TRANSFER NOTE 2 TITUS 350RL 1,2CNO 49 WATTSEXHAUSTBATHROOMMFG1000.25"CEILING,DIRECTGREENHECK 9‘SPA-110 A 1,2,3EF-1 CENTRIFUGAL TRANE GAM2AOA30 85 240/1 TRANE 2.5 240/1 1,2,3,4,5,6,7,8AH-1 HP-110001/3 30.0 24.0 7.68 42.0 45 4TWB3030 13.0 15.0 250.50"30.0 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 DMM STL MECHANICAL SCHEDULES & NOTES M001 NOTESMANUFACTURER & MODEL NO.FINISHSERVICEMATERIALDAMPERPATTERNTYPE FRAME SIZE NECKCFMSYMBOL MODULE SIZE DIFFUSER SCHEDULE 3. A75 8x4 1. NOTES: DIFFUSER DESIGNATIONS ON PLANS AS FOLLOWS: AS NOTED ABOVE DIFFUSER TYPE DIFFUSER OR NECK SIZE. AIR QUANTITY FACTORY INSULATION BACKING ON GRILLES EXPOSED TO NON-CONDITIONED AREAS. ALTERNATELY, FIELD SUPPLY AND INSTALL. GENERAL - MC RESPONSIBLE FOR VERIFYING QTY, COLOR & FRAME TYPE OF DIFFUSERS/GRILLES BEFORE ORDERING. PROVIDE SQR TO RND TRANSTIONS & PLENUMS AS NECESSARY. CONTROL OPTIONS: 1. 3. 2. COLOR BY ARCHITECT BACKDRAFT DAMPER SCREEN NOTES: A.CONTROL W/ ROOM LIGHTS NOTESCONTROL SCHEME& MODEL NO.DRIVEMANUFACTURER & VOLTAGERPMS.P.ARRANGEMENT MIN. MOTOR HPTYPE & FAN SCHEDULE SERVEDNO.SERVICEUNIT AREA CFM AREA SERVED (A)NOTES ELECTRICAL DATA MCA (A) EFF. (SEER) HEAT PUMP VOLTAGE (V/PH)MODEL MANUF. TAG UNIT (A) MOCP TONNAGE GENERAL DATA (A) MCAVOLTAGE (V/PH) AUX. HEAT (KW@240) HEAT TOTAL (MBH) SENS. COOLING (MBH)(CFM) OA AIR HANDLING UNIT DATA (MBH) TOTAL SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE ELECTRICAL DATAFAN DATA (" OF WG) ESP MODEL MANUF. CFM FANUNIT TAG (HP) MOTOR MOCP UNITARY RELATIVE HUMIDITY BOILER CHILLER LIST EQUIPMENT EFFICIENCIES DESIGNER'S STATEMENT: SIGNED: NAME: TITLE: REQUIREMENTS OF THE N.C.S. ENERGY CODE. BUILDING HEATING LOAD (MBH) BUILDING COOLING LOAD (MBH) MECHANICAL SPACING CONDITIONING SYSTEM TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES WITH THE MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT SUMMER DRY BULB COOLING EFFICIENCY HEATING EFFICIENCY TOTAL BOILER OUTPUT HEAT OUTPUT OF UNIT DESCRIPTION OF UNIT TOTAL CHILLER OUTPUT COOLING OUTPUT OF UNIT DUSTIN M. METAYER, PE MECHANICAL ENGINEER 50% BLDG 1 27.6 20.5 NA NA SEE SCHEDULES SEE SCHEDULES SEE SCHEDULES SEE SCHEDULES SEE SCHEDULES SEE SCHEDULES 76 METHOD OF COMPLIANCE EXTERIOR DESIGN CONDITIONS INTERIOR DESIGN CONDITIONS SUMMER DRY BULB WINTER DRY BULB WINTER DRY BULB THERMAL ZONE PRESCRIPTIVE MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT ENERGY REQUIREMENTS: ENERGY COST BUDGET 93 14 4A 70 AS NOTEDAS NOTED FLOOR 2-WAY STEEL SUPPLY NOTE 2 HART & COOLEY 421 1,2,3AYESN/A AS NOTEDAS NOTED FLOOR LOUVERED STEEL RETURN NOTE 2 HART & COOLEY 265BYESN/A 2.FINISH TO MATCH / BE ABLE MATCH CEILING OR WALL OR DOOR. 1,2,3 HEALTH CENTER 7.PROVIDE BI-FLOW TXV FOR HEAT PUMP OPERATION. 8. NOTES: 2. 1. 3.PROVIDE SINGLE POINT ELECTRICAL CONNECTION FOR AIR HANDLING UNIT. 5.OUTDOOR UNITS SHALL HAVE A MINIMUM 13.0 SEER RATING.&22/,1*&$3$&,7,(6$5(5$7(',1$&&25'$1&(:,7+$5,67$1'$5'$7ƒ)$0%,(17287'225$,57(03 ƒ)'5<%8/%ƒ):(7%8/%(17(5,1*$,57(03$1'$,548$17,7</,67('%<0)*81,76$%29(7216$5(5$7(',1 ACCORDANCE WITH ARI STANDARD 340. REFRIG. PIPING TO BE SIZED PER TOTAL INSTALL. EQUIV. LENGTH. LONG-LINE APP.TO BE PROVIDED WHENEVER MFG. RECOMM. LENGTHS ARE EXCEEDED, INCL. LIQ. LINE SOLENOID VALVES, ACCUMULATOR, ETC. MAX T.E.L. IS PER MFG. 287'2257+(50267$772/2&.287(/(&75,&+($7:+(17(03(5$785(,6ƒ)25+,*+(5 PROVIDE UNIT WITH EMERGENCY HEAT OVERRIDE OPTION. PROVIDE 3 SETS OF NEW FILTERS FOR EACH UNIT. PROVIDE ONE AT INSTALLATION, ONE PRIOR TO AIR BALANCE AND ONE AT TURNOVER TO OWNER. 4. PROVIDE HONEYWELL SERIES 8000 7 DAY PROGRAMMABLE THERMOSTAT W/ MANUAL OVERRIDE & WIRELESS REMOTE AVERAGING SENSOR. (T-STAT & SENSOR TO MEASURE TEMPERATURE IN (2) LOCATIONS) 6. HVAC GENERAL NOTES I. GENERAL REQUIREMENTS: 1.MECHANICAL CONTRACTOR IS TO FURNISH AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, PERMITS & FEES REQUIRED FOR THE COMPLETE INSTALLATION OF ALL SYSTEMS IN THIS SECTION OF WORK. 2.ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH NC MECHANICAL CODES AND ALL OTHER APPLICABLE CODES. MC IS TO COORDINATE W/ G.C. IN REGARDS TO PROJECT TIMELINE, WORK HOURS, AS WELL AS ANY BONDING OR INSURANCE REQUIREMENTS. 3.ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ALL ACCESSORIES, HANGERS, SUPPORTS, CONTROLS, ETC FOR A FULLY FUNCTIONING SYSTEM REGARDLESS OF PRESENCE ON PLANS. 4.ALL EQUIPMENT, MATERIALS AND INSTALLATION SHALL BE GUARANTEED TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF WORK OR IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD GUARANTEE, IF LONGER. ALL COMPRESSORS ARE TO INCLUDE FIVE (5) YEAR WARRANTY. EXISTING EQUIPMENT IS EXCLUDED FROM WARRANTY REQUIREMENT. 5.THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT OF ALL MATERIALS AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS BUILDING CONSTRUCTION AND ALL OTHER WORK WILL PERMIT. 6.DO NOT SCALE DRAWINGS FOR MEASUREMENT. 7.ALL DUCT DIMENSIONS SHOWN ARE INTERIOR DUCT DIMENSIONS. 8.INFORMATION GIVEN IN SCHEDULES INCLUDES BOTH DESCRIPTION OF PRODUCT AND MANUFACTURER'S MODEL #. IF CONFLICT IS PRESENT BETWEEN DESCRIPTION AND MODEL #, EQUIPMENT DESCRIPTION SHALL TAKE PRECEDENT. IN CASE OF CONFLICT BETWEEN THE PLANS AND NOTES/SPECIFICATIONS OR CONFLICT BETWEEN INFORMATION PRESENTED ON THE PLANS OR IN THE NOTES/SPECIFICATIONS, THEN THE MOST RESTRICTIVE SHALL TAKE PRECEDENT. 9.BEFORE BID MC IS RESPONSIBLE FOR CLARIFYING W/ G.C. ANY CONFUSION IN REGARDS TO RESPONSIBILITY OF WORK TO BE PERFORMED OR MATERIALS TO BE PROVIDED. THE SUBMITTAL OF THE BID BY THE CONTRACTOR WILL BE HELD AS PROOF THAT THE CONTRACTOR UNDERSTANDS THOROUGHLY AND COMPLETELY THE SCOPE OF THE WORK INVOLVED, AND HAS INCLUDED ON THE BID ALL THE NECESSARY ITEMS TO CARRY OUT THIS SECTION OF WORK. 10.ALL QUESTIONS MUST BE SUBMITTED IN RFI FORMAT TO THE ARCHITECT AND MUST BE ADDRESSED BY THE APPROPRIATE DESIGNER OF RECORD PRIOR TO BECOMING A PROPOSED CHANGE ORDER. 11.UPON COMPLETION OF WORK M.C. IS TO PROVIDE OWNER W/ COMPLETE BOUND SET OF ALL EQUIPMENT OPERATION & MAINTENANCE MANUALS. PACKAGE IS ALSO TO INCLUDE AND WARRANTY & GUARANTEE INFORMATION. 12.M.C. IS TO PROVIDE TRAINING TO OWNER OR OWNER'S REPRESENTATIVE IN REGARDS TO OPERATION, FUNCTION, AND MAINTENANCE OF ALL MECHANICAL EQUIPMENT, CONTROLS, ETC. 13.M.C. IS TO REVIEW COMPLETE DRAWING SET. M.C. IS RESPONSIBLE FOR WORK EXPLICITLY SHOWN AND WORK IMPLIED. II. DIVISION OF WORK: 1.ALL LOW VOLTAGE WIRING RELATED TO MECHANICAL EQUIPMENT AND SYSTEMS IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR (ANY LOW VOLTAGE FIRE ALARM WIRING TO BE BY E.C.). ALL HIGH VOLTAGE CONNECTIONS TO MECHANICAL EQUIPMENT, TO BE PROVIDED AND INSTALLED BY E.C. (SEE EQUIPMENT SCHEDULE FOR DISCONNECT RESPONSIBILITY). 2.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ACCESS DOORS (WALL, FLOOR, CEILING) RELATED TO MECHANICAL SYSTEM. M.C. RESPONSIBLE FOR COMMUNICATING TO G.C. SIZE AND LOCATION OF REQ'D ACCESS DOOR(S). 3.MECHANICAL CONTRACTOR IS TO EMPLOY THE SERVICES OF THE G.C. FOR CUTTING AND PATCHING OF WALLS, FLOORS & CEILINGS RELATED TO THE INSTALLATION OF MECHANICAL EQUIPMENT & SYSTEMS. 4.G.C. RESPONSIBLE FOR PAINTING OF ANY EXPOSED DUCT, PIPING, GRILLES, ETC. M.C. RESPONSIBLE FOR CLEANING AND PREPARING ITEMS FOR PAINT, COORDINATE W/ G.C. 5.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ACCESS PLATFORMS, GUARD RAILS, LADDERS, CONCRETE PADS. M.C. TO COMMUNICATE REQ'S TO G.C. 6.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY WALL LOUVERS BRICK VENTS OR SIMILAR. M.C. TO PROVIDE AND INSTALL ANY WALL CAPS. III. COORDINATION: 1.THE MECHANICAL CONTRACTOR SHALL COORDINATE CLOSELY WITH ALL OTHER TRADES TO AVOID CONFLICT AND ENSURE OTHER TRADES PROVIDE MEASURES TO ACCOMMODATE MECHANICAL WORK (I.E. ACCESS DOORS, SLAB/WALL/ROOF OPENINGS, ELECTRICAL CONNECTIONS, ETC). 2.MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF ALL PENETRATIONS FOR RELIEF HOODS, OUTSIDE AIR HOODS, LOUVERS, AND WALL CAPS WITH ARCHITECT & OWNER PRIOR TO INSTALLATION. IV. MATERIALS: 1.ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE SHOWN OR SPECIFIED. 2.PROVIDE HANGERS & SUPPORTS APPROVED FOR USE BY 2012 NC MECHANICAL CODE. 3.ALL MAIN DUCTWORK (SUPPLY, RETURN, EXHAUST, OUTSIDE AIR) SHALL BE GALVANIZED SHEET METAL CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS. RUNOUTS FROM MAIN/BRANCH DUCTS MAY BE FLEXIBLE DUCT CONFORMING TO THE REQUIREMENTS OF UL 181 FOR CLASS 1 FLEXIBLE AIR DUCTS. MAX. LENGTH OF FLEX PER RUNOUT TO BE 6'-0" UNLESS SHOWN OTHERWISE. 4.ALL SUPPLY AND RETURN DUCTWORK AND PLENUMS SHALL BE INSULATED. INSULATION OF DUCTWORK IN UNCONDITIONED SPACE SHALL BE MINIMUM R-5 PER 2012 NCECC. INSULATION OF DUCTWORK OUTSIDE BUILDING THERMAL ENVELOPE (I.E. ROOF, ATTIC, CRAWLSPACE) SPACE SHALL BE MINIMUM R-8 PER 2012 NCECC. 5.CONCEALED SHEET METAL SUPPLY & RETURN DUCT MAY BE EXTERNALLY INSULATED WITH MINERAL FIBER BOARD OR BLANKET OR MAY BE INTERNALLY INSULATED WITH ACOUSTICAL DUCT LINER. EXPOSED SPIRAL DUCTWORK DOES NOT REQUIRE INSULATION UNLESS OTHERWISE NOTED (WHEN INSTALLED IN CONDITIONED SPACE). 6.OUTSIDE AIR DUCTWORK SHALL BE WRAPPED WITH 1" FIBERGLASS DUCT WRAP WITH VAPOR BARRIER. 7.ALL MAIN DUCTWORK (INCLUDING EXHAUST) TO BE SEALED ACCORDING TO 2012 NCECC AND AT A MINIMUM INCLUDE SEALING OF ALL DUCT SEAMS W/ NON-HARDENING MASTIC. SEALING BY TAPE ALONE NOT ALLOWED. 8.CONDENSATE DRAIN PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC. DRAINS FROM AIR HANDLING UNITS SHALL BE TRAPPED (2" MINIMUM). TRAPS ON INTERIOR OF BUILDINGS TO BE INSULATED. 9.ALL DAMPERS TO INCLUDE SET SCREW OR SIMILAR FEATURE FOR LOCKING IN POSITION. 10.ALL REFRIGERANT LINE MATERIAL AS PER MFG'S REQUIREMENTS. SIZE PER MFG INSTRUCTIONS. SUCTION LINE TO BE INSULATED W/ MIN. 1-1/2" ARMAFLEX W/ TAPED OR SEALED SEAMS. 11.ALL PROGRAMMABLE THERMOSTATS TO INCLUDE BATTERY BACK-UP AND HAVE &$3$%,/,7<726(7%$&.72ƒ) +($7,1*  ƒ) &22/,1*  $872&+$1*(29(57+(50267$7672+$9($0,1ƒ)'($'%$1' 12.WITH THE EXCEPTION OF THE DRYER FLEX CONNECTION ALL DRYER EXHAUST DUCT 6+$//%(‘5,*,'6+((70(7$/*$8*(257+,&.(5 JOIN DUCTS WITH HIGH TEMP & WATER RESISTANCE UL-181 APPROVED FOIL TAPE OR BLIND POP-RIVETS. V. EXECUTION: 1.M.C. TO FOLLOW MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING MECHANICAL EQUIPMENT. ENSURE REQUIRED MAINTENANCE ACCESS AND CLEARANCES ARE MAINTAINED. IF CONFLICT EXISTS BETWEEN THESE PLANS AND MFG INSTRUCTIONS CONTACT ENGINEER. 2.ALL PENETRATIONS THROUGH EXTERIOR WALLS & ROOF SHALL BE FLASHED & COUNTER-FLASHED IN A WATERPROOF MANNER. 3.INSTALL ALL CONTROL DEVICES, INCLUDING THERMOSTATS AND SWITCHES, 4'-0" ABOVE FINISHED FLOOR. 4.INDEPENDENT CERTIFIED TEST AND BALANCE CONTRACTOR SHALL BALANCE SYSTEM TO AIR QUANTITIES INDICATED ON PLANS AND IN ACCORDANCE W/ 2012 NCECC SEC. 503.2.9. M.C. TO PROVIDE OWNER'S REPRESENTATIVE & ENGINEER WITH COMPLETE BALANCE REPORT. MC RESPONSIBLE FOR PROVIDING ANY DAMPERS, VALVES, PORTS, ETC. NECESSARY FOR A COMPLETE SYSTEM BALANCE. 5.ALL REFRIGERANT PIPING SHALL BE INSTALLED PER MFG'S INSTRUCTIONS IN REGARDS TO SUPPORTS, BENDS, FITTINGS, OIL TRAPS, ETC. 6.PENETRATIONS OF NON-RATED WALLS, PARTITIONS AND FLOOR OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRESTOPPED WITH MATERIALS EQUIVALENT TO TWO INCHES OF WOOD. FIRESTOPPING SHALL COMPLY WITH ASTM E-814. 7.ANY NOTCHING, DRILLING, BORING OR OTHER ALTERATION TO BUILDING STRUCTURE SHALL BE PERFORMED IN A CODE APPROVED METHOD AND NOT THREATEN THE INTEGRITY OF THE BUILDING STRUCTURE. 8.SUPPORT ALL DUCTWORK AND PIPING IN ACCORDANCE W/ 2012 NC MECHANICAL CODE. ANY SUSPENDED MATERIALS SHALL BE DIRECTLY SUPPORTED BY THE BUILDING STRUCTURE. DO NOT ATTACH ANYTHING TO THE ROOF DECK. 9.PENETRATIONS OF ALL EXTERIOR WALLS, FLOORS AND CEILINGS SHALL BE SEALED IN AN AIR TIGHT MANNER AND IN ACCORDANCE W/ 2012 NCECC APPENDIX 2 DETAILS. ALL PENETRATIONS OF WALLS, FLOORS & CEILINGS IN RETURN OR EXHAUST PLENUMS SHALL BE SEALED IN AN AIR TIGHT MANNER. 10.DUCT ACCESS DOORS TO BE PROVIDED AT ALL FIRE, RADIATION & SMOKE DAMPERS, SMOKE DETECTORS, CLEANOUTS AND ANY OTHER CODE REQUIRED LOCATIONS. 11.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL MECHANICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). UPON COMPLETION OF WORK THE MECHANICAL CONTRACTOR SHALL CLEAN, WASH, ETC ALL ITEMS AND EQUIPMENT WITHIN HIS SCOPE OF WORK AND LEAVE ALL ITEMS BRIGHT AND CLEAN. ELBOW WITH TURNING VANES FLEX/RIGID ROUND DUCT RECTANGULAR DUCT ROUND METAL DUCT MECHANICAL LEGEND T-STAT SUPPLY DIFFUSER/GRILLE OR RISER RETURN REGISTER/GRILLE OR RISER SIDEWALL DIFFUSER/GRILLE 3/4" DOOR UNDER CUT WIRELESS REMOTE AVERAGING SENSOR ‘ 18x14 ‘ T CONNECT TO EXISTING SUPPLY TAP WITH VOLUME DAMPER VOLUME DAMPER SUPPLY TAP EXHAUST REGISTER/GRILLE OR RISER CEILING EXHAUST FAN DEMO TO THIS POINT S 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 1 SCALE: 1/4" = 1'-0" MECHANICAL PLAN .1$$; .+0'055614#)' *4+0(+4/#4; ':#/4/ 1((+%' -+ 6 % * ' 0 2*#4/#%; #&#4'56411/ 214%* AH - 1 4x14 150A 4x14 150A 4x8 75A 4x12 120 A 4x8 45 A 4x1090 A 1 TAGGED NOTES - THIS SHEET GENERAL NOTES - THIS SHEET 1.ENSURE THAT ALL SOURCES OF BUILDING EXHAUST ARE A MINIMUM OF 10' HORIZONTALLY FROM OR A MINIMUM OF 3' ABOVE ANY AREA OUTSIDE AIR INTAKES. 2.AIR HANDLER AND ALL ASSOCIATED DUCTWORK IS LOCATED IN SEALED CRAWLSPACE BELOW FINISHED FLOOR. ALL SUPPLY/RETURN GRILLES ARE FLOOR MOUNTED. 1 ‘'5<(59(17/2:72:$//&$3:%'' 3 4 4 (2) TRANSFER GRILLES TO BE INSTALLED IN WALL ABOVE DOOR. TURN BLADES UP. LINE OPENING WITH SHEET METAL. EF-1 HP-1 5 5 (2) TRANSFER GRILLES TO BE INSTALLED ABOVE DOOR. TURN BLADES UP. LINE OPENING WITH SHEET METAL. ENSURE MINIMUM FREE AREA IS AT LEAST 100 SQ. INCHES. 4x12120 A 2 2 ‘2876,'($,5'8&772:$//&$321&5$:/63$&( WALL. PROVIDE W/ INSECT SCREEN. 4x8 50A 4x8 40A 14 x 1 2 ‘ ‘ ‘ ‘ ‘ 10 x 1 0 ‘ ‘ ‘ ‘ ‘ 4x8 60A ‘12 x 1 6 8x12 270 B ‘ ‘‘ (AH-1) ‘ 10x22 645 B 3 ‘(;+$867'8&772:$//&$33529,'(:,16(&7 SCREEN & BDD. 20x10-C ‘ 6 PROVIDE W/ EQUIPMENT PAD. COORDINATE EXACT LOCATION W/ AREA CONDITIONS. 6 DRYER VENT LENGTH "LINENS/STORAGE":  ƒ%(1'  ƒ%(1'    9   +    1.INSTALLED DRYER MUST BE RATED BY MFG FOR VENT LENGTH OF 1' OR GREATER. 2.PROVIDE A PERMANENT PLACARD WITHIN 6' OF THE DRYER EXHAUST CONNECTION STATING EQUIVALENT LENGTH OF EXHAUST VENT. (2012 NCMC 504.6.5) 3.PROVIDE SHIELD PLATES ON THE FACE OF ALL FRAMING MEMBERS WHERE THERE IS LESS THAN 1-1/4" OF MATERIAL BETWEEN DRYER DUCT AND FACE OF FRAMING MEMBER. SHIELD PLATES ARE TO BE OF STEEL AND HAVE A MINIMUM THICKNESS OF 0.062 INCHES AND EXTEND A MINIMUM OF 2 INCHES ABOVE SOLE PLATES AND BELOW TOP PLATES. (2012 NCMC 504.6.7) 2012 NCMC SEC 504.6 WITH ACOUSTICAL SUPPLY AIR DUCT AIR FLOW CONNECTION. FLEXIBLE DUCT 1" CONDENSATE DRAIN LINING (TYPICAL) TO EXTERIOR AWAY SEE NOTE 1 MOUNTING FRAME FILTER ACCESS AIR HANDLING UNIT 2" DEEP P-TRAP. 1. NOTE: ONE CORNER OF PAN AND TILT PAN TO THAT CORNER. FLOAT SWITCH WITH AIR HANDLER. INSTALL FLOAT SWITCH IN AUXILIARY DRAIN PAN WITH MICROFLOAT SWITCH. INTERLOCK LOCKING QUADRANT VOLUME DAMPER WITH RETURN AIR INTAKE. ACOUSTICAL LINING RETURN AIR DUCT WITH FINISHED FLOOR REFRIGERANT LINES OUTSIDE AIR DUCT 2 NO SCALE AIR HANDLING UNIT DETAIL FROM FOOT TRAFFIC EXHAUST DUCT FAN HANGER EXHAUST GRILLE NOTES: 1.IF FAN IS EQUIPPED W/ INTERNAL BDD ENSURE BDD IS NOT TAPED SHUT. 2.ENSURE NO PORTION OF TAPE, SEALING, ETC EXTENDS PAST EDGE OF EXHAUST GRILLE. 3.INSTALLATION IN HARD-CEILING SIMILAR. FAN TO BE FASTENED TO RAFTER/JOIST. SEE MFG INSTRUCTIONS. CEILING SEAL GAP BETWEEN FAN HOUSING & CEILING 4 NO SCALE EXHAUST FAN (CEILING) DETAIL DMM STL MECHANICAL PLAN & DETAILS M101 7 AIR HANDLER TO BE INSTALLED IN CRAWL SPACE. COORDINATE EXACT LOCATION W/ EXISTING BUILDING SUPPORTS. ACCESS VIA DOOR IN CRAWL SPACE. 8 COORDINATE GRILLE LOCATION W/ WATER HEATER & P.C. 7 4x10 100A 16x10-C ‘ 8 (AH-1) SUPPLY AIR DIFFUSER WITH SQUARE FOR FRAME TYPE. NECK. SEE DIFFUSER SCHEDULESPIN IN COLLAR W/ INTEGRAL SCOOP. FLARED SHOULDER & CIRCULAR CLAMP SUPPLY AIR DUCT. AND END BEARING. METAL DUCT. ROUND SHEET RECTANGULAR MAIN 3/8" LOCKING QUADRANT VOLUME DAMPER WITH DIAMETER "D" FLEX DUCT SEE HVAC GENERAL NOTES FOR DUCT INSULATION REQUIREMENTS. 1. NOTE: 3 NO SCALE FLOOR MOUNTED SUPPLY AIR DIFFUSER DETAIL INSULATED REGISTER OR PLENUM BOX VOLUME DAMPER IN DIFFUSER NECKFLOOR NOTE: CRAWL SPACE TO BE 5'-6" CLEAR FROM GROUND TO FLOOR FRAMING. COORDINATE EXACT LOCATION & INSTALLATION HEIGHT OF AIR HANDLER W/ CRAWL SPACE CONDITIONS. CRAWLSPACE FLOORCONCRETE SUPPORTS (TYP.) DUCT IN CRAWL SPACE 9 ACCESS DOOR IN WALL OF CRAWL SPACE. 9 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 DMM NPB ELECTRICAL SCHEDULES NOTES AND LEGENDS E001 IV. COORDINATION: 1.THE ELECTRICAL CONTRACTOR SHALL COORDINATE CLOSELY WITH ALL OTHER TRADES TO AVOID CONFLICT AND ENSURE OTHER TRADES PROVIDE MEASURES TO ACCOMMODATE ELECTRICAL WORK (I.E. ACCESS DOORS, SLAB/WALL/ROOF OPENINGS, ETC). 2.E.C. TO COORDINATE ELEVATION OF WALL MOUNTED LIGHTS (INTERIOR & EXTERIOR) W/ ARCHITECT/ARCH PLANS. 3.E.C. TO COORDINATE W/ P.C. & M.C. REGARDING POWER AND FIRE ALARM CONNECTIONS TO MECHANICAL AND PLUMBING EQUIPMENT. 4.E.C. TO VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 5.E.C. TO VERIFY DEVICE PLATE COLOR AND MATERIAL WITH ARCHITECT PRIOR TO PURCHASE. V. EXECUTION: 1.E.C. TO FOLLOW MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING ELECTRICAL EQUIPMENT. ENSURE REQUIRED MAINTENANCE ACCESS AND CLEARANCES ARE MAINTAINED. IF CONFLICT EXISTS BETWEEN THESE PLANS AND MFG INSTRUCTIONS CONTACT ENGINEER. 2.A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 3.PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 4.PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. 5.ALL PENETRATIONS THROUGH EXTERIOR WALLS & ROOF SHALL BE FLASHED & COUNTER-FLASHED IN A WATERPROOF MANNER. 6.PENETRATIONS OF NON-RATED WALLS, PARTITIONS AND FLOOR OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRESTOPPED WITH MATERIALS EQUIVALENT TO TWO INCHES OF WOOD. FIRESTOPPING SHALL COMPLY WITH ASTM E-814. 7.ANY NOTCHING, DRILLING, BORING OR OTHER ALTERATION TO BUILDING STRUCTURE SHALL BE PERFORMED IN A CODE APPROVED METHOD AND NOT THREATEN THE INTEGRITY OF THE BUILDING STRUCTURE. 8.SUPPORT ALL CONDUIT AND EQUIPMENT IN ACCORDANCE W/ NEC. ANY SUSPENDED MATERIALS SHALL BE DIRECTLY SUPPORTED BY THE BUILDING STRUCTURE. DO NOT ATTACH ANYTHING TO THE ROOF DECK. 9.PENETRATIONS OF ALL EXTERIOR WALLS, FLOORS AND CEILINGS SHALL BE SEALED IN AN AIR TIGHT MANNER AND IN ACCORDANCE W/ 2012 NCECC APPENDIX 2 DETAILS. 10.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). UPON COMPLETION OF WORK THE ELECTRICAL CONTRACTOR SHALL CLEAN, WASH, ETC ALL ITEMS AND EQUIPMENT WITHIN HIS SCOPE OF WORK AND LEAVE ALL ITEMS BRIGHT AND CLEAN. 11.UNLESS OTHERWISE INDICATED THE ELECTRICAL CONTRACTOR AT HIS/HER DISCRETION MAY COMBINE MULTIPLE CIRCUITS INTO A SINGLE CONDUIT AND DE-RATE WIRE. COMBINING AND DE-RATING IS TO BE DONE IN STRICT ACCORDANCE W/ NEC. 12.DEVICES INCLUDING GFCI PROTECTION MUST HAVE THEIR TESTING MEANS READILY ACCESSIBLE. PROVIDE REMOTE TESTING MEANS OR GFCI BREAKER FOR GFCI RECEPTACLES AND SIMILAR DEVICES WHICH ARE NOT READILY ACCESSIBLE (I.E. BEHIND EQUIPMENT, AT CEILING, ETC). (NEC 210.8). 13.COORDINATE WITH THE CABLE TV AND TELEPHONE UTILITIES FOR SERVICE ENTRANCE AND CABLING REQUIREMENTS PRIOR TO ANY PURCHASING. INSTALLATION MUST COMPLY WITH THEIR RESPECTIVE REGULATIONS AND REQUIREMENTS. 14.ALL EXIT & EMERGENCY LIGHTS ARE TO BE CIRCUITED TO UN-SWITCHED LEG OF LOCAL NORMALLY ON LIGHTING CIRCUIT. 15.RECEPTACLE, LIGHT SWITCHES AND OTHER CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE W/ ANSI A117.1 AND ADA REQ'S CONCERNING HEIGHT AND ACCESSIBILITY. FHA REQ'S TO BE FOLLOWED FOR MULTI-FAMILY AND RESIDENTIAL PROJECTS. 16.E.C. IS TO CONFIRM EXACT ELECTRICAL NAMEPLATE DATA OF ALL PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, MCA, MOCP, VOLTAGE & PHASE BEFORE BEGINNING WORK. GENERAL ELECTRICAL NOTES I. GENERAL REQUIREMENTS: 1.ELECTRICAL CONTRACTOR IS TO FURNISH AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, PERMITS & FEES REQUIRED FOR THE COMPLETE INSTALLATION OF ALL SYSTEMS IN THIS SECTION OF WORK. 2.ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH NEC AND ALL OTHER APPLICABLE CODES. EC IS TO COORDINATE W/ G.C. IN REGARDS TO PROJECT TIMELINE, WORK HOURS, AS WELL AS ANY BONDING OR INSURANCE REQUIREMENTS. 3.ALL ELECTRICAL & LIGHTING EQUIPMENT SHALL BE PROVIDED COMPLETE WITH ALL ACCESSORIES, HANGERS, SUPPORTS, CONTROLS, ETC FOR A FULLY FUNCTIONING SYSTEM REGARDLESS OF PRESENCE ON PLANS. 4.ALL EQUIPMENT, MATERIALS AND INSTALLATION SHALL BE GUARANTEED TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1) YEAR AFTER FINAL ACCEPTANCE OF WORK OR IN ACCORDANCE WITH THE MANUFACTURER'S STANDARD GUARANTEE, IF LONGER. EXISTING EQUIPMENT IS EXCLUDED FROM WARRANTY REQUIREMENT. 5.THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL LOCATION AND ARRANGEMENT OF ALL MATERIALS AND EQUIPMENT. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS BUILDING CONSTRUCTION AND ALL OTHER WORK WILL PERMIT. 6.DO NO SCALE DRAWINGS FOR MEASUREMENT. 7.INFORMATION GIVEN IN SCHEDULES INCLUDES BOTH DESCRIPTION OF PRODUCT AND MANUFACTURER'S MODEL #. IF CONFLICT IS PRESENT BETWEEN DESCRIPTION AND MODEL #, EQUIPMENT DESCRIPTION SHALL TAKE PRECEDENT. IN CASE OF CONFLICT BETWEEN THE PLANS AND NOTES/SPECIFICATIONS OR CONFLICT BETWEEN INFORMATION PRESENTED ON THE PLANS OR IN THE NOTES/SPECIFICATIONS, THEN THE MOST RESTRICTIVE SHALL TAKE PRECEDENT. 8.BEFORE BID EC IS RESPONSIBLE FOR CLARIFYING W/ G.C. ANY CONFUSION IN REGARDS TO RESPONSIBILITY OF WORK TO BE PERFORMED OR MATERIALS TO BE PROVIDED. THE SUBMITTAL OF THE BID BY THE CONTRACTOR WILL BE HELD AS PROOF THAT THE CONTRACTOR UNDERSTANDS THOROUGHLY AND COMPLETELY THE SCOPE OF THE WORK INVOLVED, AND HAS INCLUDED ON THE BID ALL THE NECESSARY ITEMS TO CARRY OUT THIS SECTION OF WORK. 9.AS SOON AS POSSIBLE (AND NOT MORE THAN 30 DAYS) AFTER CONTRACT IS SIGNED, THE EC SHALL PROVIDE SUBMITTALS OF EQUIPMENT HE/SHE INTENDS TO PURCHASE FOR REVIEW AND COMMENT BY THE ENGINEER. ENGINEER IS TO APPROVE SUBMITTALS BEFORE EQUIPMENT IS ORDERED. 10.ALL QUESTIONS MUST BE SUBMITTED IN RFI FORMAT TO THE ARCHITECT AND MUST BE ADDRESSED BY THE APPROPRIATE DESIGNER OF RECORD PRIOR TO BECOMING A PROPOSED CHANGE ORDER. 11.E.C. IS TO REVIEW COMPLETE DRAWING SET. E.C. IS RESPONSIBLE FOR WORK EXPLICITLY SHOWN AND WORK IMPLIED. UNLESS OTHERWISE NOTED FINAL ELECTRICAL CONNECTION TO ALL EQUIPMENT, FURNITURE (I.E. CUBICLES, WORKSTATIONS, ETC) IS THE RESPONSIBILITY OF THE E.C.. II. DIVISION OF WORK: 1.ALL LOW VOLTAGE WIRING RELATED TO MECHANICAL EQUIPMENT AND SYSTEMS IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR (ANY LOW VOLTAGE FIRE ALARM WIRING TO BE BY E.C.). ALL HIGH VOLTAGE CONNECTIONS TO MECHANICAL EQUIPMENT, TO BE PROVIDED AND INSTALLED BY E.C. (SEE EQUIPMENT SCHEDULE FOR DISCONNECT RESPONSIBILITY). 2.G.C. TO BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANY ACCESS DOORS (WALL, FLOOR, CEILING) RELATED TO ELECTRICAL SYSTEM. E.C. RESPONSIBLE FOR COMMUNICATING TO G.C. SIZE AND LOCATION OF REQ'D ACCESS DOOR(S). 3.ELECTRICAL CONTRACTOR IS TO EMPLOY THE SERVICES OF THE G.C. FOR CUTTING AND PATCHING OF WALLS, FLOORS & CEILINGS RELATED TO THE INSTALLATION OF ELECTRICAL EQUIPMENT & SYSTEMS. 4.G.C. RESPONSIBLE FOR PAINTING OF ANY EXPOSED CONDUIT, WIRE, BOXES ETC. E.C. RESPONSIBLE FOR CLEANING AND PREPARING ITEMS FOR PAINT, COORDINATE W/ G.C. 5.E.C. TO COORDINATE W/ G.C. PRIOR TO BID REGARDING HIRING OF FIRE ALARM, DATA/TELE & SECURITY SUB-CONTRACTORS (IF APPLICABLE). III. MATERIALS: 1.ALL MATERIAL, DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. 2.PROVIDE HANGERS & SUPPORTS APPROVED FOR USE BY NEC. 3.CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS.MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID OR STRANDED, UNLESS OTHERWISE NOTED. CONDUCTOR INSULATION SHALL BE TYPE THHN UNLESS OTHERWISE NOTED. ALL EXTERIOR CABLE OR OTHER WIRE EXPOSED TO SUNLIGHT SHALL BE RATED FOR EXTERIOR USE & SUNLIGHT RESISTANT. 4.ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT, EXCEPT AS ALLOWED BELOW. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. PVC NOT TO BE USED IN PATIENT CARE AREAS. MINIMUM CONDUIT SIZE TO BE 1/2". TYPE MC AND AC CABLE MAY BE USED WHERE PERMISSIBLE BY NEC. FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTIONS TO VIBRATING EQUIPMENT AND LUMINAIRES, BUT SHALL NOT EXCEED 6' IN LENGTH. TYPE NM CABLE MAY BE USED IN APPLICATIONS & BUILDING CONSTRUCTION TYPES PERMISSIBLE BY NEC (NEC 334). 5.RACEWAY SYSTEMS SERVING PATIENT CARE AREAS IN HEALTH CARE FACILITIES SHALL INCLUDE AN INSULATING GROUNDING CONDUCTOR AND THE METAL RACEWAY SHALL MEET THE REQUIREMENTS OF AN INDEPENDENT GROUNDING CONDUCTOR (NEC 250.118). 6.METAL CONDUIT COUPLINGS TO BE COMPRESSION TYPE OR THREADED WHEN ACCESSIBLE TO BUILDING OCCUPANTS. METAL COUNDUIT COUPLINGS MAY BE SET-SCREW TYPE WHEN CONCEALED IN BUILDING STRUCTURE OR LOCATED MORE THAN 10' AFF. PLASTIC CONDUIT COUPLINGS TO BE SOCKET GLUED TYPE. 7.FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMANN, UNLESS NOTED OTHERWISE. 8.$//7(50,1$/6/8*66+$//%(ƒ5$7('$//7(50,1$/663/,&,1*&211(&7256 LUGS, ETC SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 9.RECEPTACLES IN COMMERCIAL AREAS SHALL BE 20 AMP COMMERCIAL SPECIFICATION GRADE EQUAL TO HUBBELL SERIES. GROUND FAULT RECEPTACLES SHALL BE EQUAL TO COOPER VGF SERIES. 10.LIGHTING SWITCHES IN COMMERCIAL AREAS SHALL BE 20 AMP COMMERCIAL SPECIFICATION GRADE EQUAL TO HUBBELL SERIES. 11.$//(;7(5,25),;785(6$1''(9,&(66+$//%(5$7(')2523(5$7,21$7ƒ)$1' SHALL BE DAMP OR WET LABELED AS REQUIRED. 12.ANY RECESSED LIGHT FIXTURES INSTALLED IN INSULATED CEILINGS OR WALLS TO BE "IC RATED" AND MEET REQUIREMENTS OF ASTME 283 AND 2012 NCECC SEC. 502.4.8. 13.GROUNDING CONDUCTORS SERVING PATIENT CARE AREAS IN HEALTHCARE FACILITIES ARE TO BE INSULATED AND MEET ALL OTHER REQUIREMENTS OF NEC 517.13. BALLAST DATA LIGHTING FIXTURE SCHEDULE MANUF.MARK NUMBER CATALOG LAMP DATA NO.TYPE VOLTS NO.TYPE WATTS INPUT MOUNTING DESCRIPTION ELECTRICAL ABBREVIATIONS 18" AFF AFG E.C. FPN G.C. M.C. P.C. WP UON FACP SMP DIMENSION INDICATES HEIGHT ABOVE FINISHED FLOOR AT WHICH CENTER OF DEVICE IS TO BE MOUNTED. ABOVE FINISHED FLOOR. ABOVE FINISHED GRADE. ELECTRICAL CONTRACTOR. FUSE PER EQUIPMENT NAMEPLATE REQUIREMENTS. GENERAL CONTRACTOR. MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR. INDICATES DEVICE TO HAVE WEATHERPROOF COVER. UNLESS OTHERWISE NOTED. FIRE ALARM CONTROL PANEL. SPRINKLER MONITORING PANEL. NIGHT LIGHT, LIGHT NOT SWITCHED.NL WEATHER PROOFWP ELECTRICAL SYMBOL LEGEND J EF CIRCUIT CONDUCTORS CONCEALED IN FLOOR, WALL OR CEILING. ARROWHEAD INDICATES HOMERUN TO PANEL NOTED. INDICATES HOT LEG OF CIRCUIT TO BE CARRIED OVER TO NEXT DEVICE. SEE PLANS FOR CONTROL SCHEME. JUNCTION BOX CEILING MOUNTED. JUNCTION BOX FLOOR MOUNTED. JUNCTION BOX WALL MOUNTED AT HEIGHT INDICATED ON DRAWINGS. SINGLE POLE SWITCH, 20A, 120/277 VOLT, 48" A.F.F. TO CENTER. "3" INDICATES 3-WAY SWITCH. "4" INDICATES 4-WAY SWITCH. "D" INDICATES DIMMER SWITCH OF TYPE TO SUIT LOAD. "M" INDICATES 120V, 20A MOTOR RATED TOGGLE SWITCH. "DP" INDICATES DOUBLE POLE INDICATES FLUORESCENT FIXTURES DUAL SWITCHED, INBOARD/OUTBOARD SWITCHED SEPARATELY. SINGLE RECEPTACLE, 20 AMP, 120 VOLT, 18" A.F.F. TO CENTER. DUPLEX RECEPTACLE, 20 AMP (15 AMP RESIDENTIAL, UON), 120 VOLT, 18" A.F.F. TO CENTER. "GFI" INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE. "WP" INDICATES WEATHERPROOF. "EWC" INDICATES RECEPTACLE INSIDE ENCLOSURE OF ELECTRIC WATER COOLER PROVIDE GFI BREAKER FOR CIRCUIT. "ASW" INDICATES ABOVE SHOW WINDOW, PER NEC SHOW WINDOW REQ'S. QUADRUPLEX RECEPTACLE, AS ABOVE, 18" A.F.F. DUPLEX RECEPTACLE, AS ABOVE, SPLIT WIRED, TOP HALF SWITCHED, 18" A.F.F. DUPLEX RECEPTACLE, AS ABOVE, MOUNTED 6" ABOVE COUNTER TOP OR 4" ABOVE BACKSPLASH, AS APPROPRIATE, OR AT HEIGHT INDICATED. DUPLEX RECEPTACLE, AS ABOVE, MOUNTED 6" ABOVE COUNTER TOP OR 4" ABOVE BACKSPLASH, AS APPROPRIATE, OR AT HEIGHT INDICATED, WITH GFI PROTECTION. RECESSED FLUSH FLOOR DUPLEX RECEPTACLE WITH BRASS COVERPLATE. COORDINATE EXACT FINISH WITH ARCHITECT AND OWNER. 208V RECEPTACLE, SEE PLANS FOR NEMA CONFIGURATION. TELEPHONE/DATA OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED. COORDINATE EXACT DEVICE TYPE AND REQUIRED FACEPLATE W/ OWNER/TENANT. HEAVY DUTY FUSIBLE/NON-FUSIBLE DISCONNECT SWITCH, NUMBERS INDICATE FRAME SIZE, NUMBER OF POLES AND FUSING. PROVIDE NEMA 1 ENCLOSURE INSIDE. PROVIDE NEMA 3 ENCLOSURE FOR ALL SWITCHES LOCATED OUTSIDE. "FPN" INDICATES FUSE PER EQUIPMENT NAMEPLATE "NF" INDICATES NON-FUSED. "MS" INDICATES MOTOR STARTER OF TYPE TO SUIT LOAD. 208Y/120V PANEL, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. 480Y/277V PANEL, SURFACE OR RECESS MOUNTED, SEE SCHEDULE FOR DETAILS. FAN, PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. PROVIDE DISCONNECTING MEANS AS REQUIRED. RECESSED MOUNTED 2x4 FLUORESCENT TROFFER, SEE FIXTURE SCHEDULE FOR DETAILS. TRACK LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. SURFACE MOUNTED FLUORESCENT STRIP, SEE FIXTURE SCHEDULE FOR DETAILS. WALL MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. SURFACE, RECESSED OR GROUND MOUNTED LIGHTING FIXTURE, SEE FIXTURE SCHEDULE FOR DETAILS. ELECTRIC UTILITY METER LOCATION. KITCHEN EQUIPMENT TAG. DEMO'D LIGHT FIXTURE OR SIMILAR. DEMO'D RECEPTACLE OR SIMILAR. CABLE TV OUTLET, 18" A.F.F. TO CENTER, UNLESS OTHERWISE NOTED. M 30/3/FPN ### TV CORNER MOUNTED DUAL TECH. (INFRARED AND ULTRASONIC) OCCUPANCY SENSOR EQUAL TO SENSOR SWITCH MODEL WVR PDT 16. 120/277V. TIME DELAYS 20 MINUTES FOR ON/OFF. LINE VOLTAGE. NOTE: THE CONTRACTOR IS TO PROVIDE AND INSTALL ALL RELAYS, CONTROLS, SWITCHES, ETC FOR A FULLY FUNCTIONING SYSTEM REGARDLESS OF PRESENCE OR ABSENCE ON PLANS. MOTION SENSOR LEGEND M4 NOTES: 1.UNLESS OTHERWISE NOTED COLOR & FINISH OF FIXTURE HOUSING, BAFFLE, OR SIMILAR EXPOSED ELEMENTS TO BE BY ARCHITECT. 2.WHERE MASTER SLAVE WIRING CONFIGURATIONS IS INDICATED THE CONTRACTOR SHALL VERIFY THE QUANTITY AND TYPE OF BALLASTS REQUIRED TO PERMIT BI-LEVEL SWITCHING. WHERE BI-LEVEL LIGHTING IS INDICATED INBOARD AND OUTBOARD LAMPS SHALL BE SWITCHED SEPARATELY. 3.EXIT AND EMERGENCY LIGHTING FIXTURES SHALL BE CIRCUITED TO AN UNSWITCHED LEG OF A NORMALLY ON LOCAL LIGHTING CIRCUIT (UNLESS NOTED OTHERWISE),INCLUDE 90 MINUTE BATTERY BACKUP & TESTING MEANS. 4.PROVIDE DISCONNECT FOR LUMINAIRES WITH LINEAR FLUORESCENT LAMPS AND/OR SERVICEABLE BALLASTS PER NEC 410.130(G). 5.FIXTURES WITH A STANDARD FACTORY INSTALLED EMERGENCY OPTION SHOULD USE THAT WHERE "EMG" IS SHOWN. 540 896 120 600 NA NAVS.NONTRADABLE EXTERIOR WATTAGE SPECIFIED VS. ALLOWED EXTERIOR LIGHTING POWER DENSITY CALCULATION PER TABLE 505.6.2. SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE INFORMATION. INTERIOR LIGHTING POWER DENSITY CALCULATION PER TABLE 505.5.2. SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE INFORMATION. TRADABLE EXTERIOR WATTAGE SPECIFIED VS. ALLOWED VS. SIGNED: TITLE: NAME: ELECTRICAL ENGINEER VS.INTERIOR WATTAGE SPECIFIED VS. ALLOWED LIGHTING POWER DENSITY CALCULATION COMPLIANCE DESIGNER STATEMENT: TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DESIGN OF THIS BUILDING COMPLIES WITH THE LIGHTING SYSTEMS REQUIREMENTS OF THE NORTH CAROLINA ENERGY CONSERVATION CODE, SECTION 505 & 506 AND ANY LOCAL AMENDMENTS THEREOF. LIGHTING SYSTEMS NCECC SECTION 505 & 506 DUSTIN M. METAYER, P.E. ADDITIONAL PRESCRIPTIVE COMPLIANCE NOT APPLICABLE (RENOVATION PROJECT) 506.2.1 MORE EFFICIENT MECHANICAL EQUIPMENT X506.2.2 REDUCED LIGHTING POWER DENSITY 506.2.3 ENERGY RECOVERY VENTILATION SYSTEM 506.2.4 HIGHER EFFICIENCY SERVICE WATER HEATING 506.2.5 ON-SITE SUPPLY OF RENEWABLE ENERGY 506.2.6 AUTOMATIC DAYLIGHTING CONTROL SYSTEMS WALL MOUNTED TELEPHONE 48 " FLOOR TOP OF COUNTER CEILING FIRE ALARM HORN, HORN/STROBE OR STROBE. 18 " TELEPHONE OR DATA JACK 46 " 46 " FIRE ALARM PULL STATION LIGHT SWITCH OR DIMMER RECEPTACLE 80 " FIRE ALIGN DEVICES WHEN MOUNTED CLOSE ON SAME WALL 42 " 36 " M A X MAX COUNTER DEPTH = 24" NOTE: DEVICE HEIGHTS ARE TO BE AS INDICATED UNLESS OTHERWISE NOTED. SWITCH TELE/DATA RECEPTACLE 1 NO SCALE TYPICAL DEVICE MOUNTING HEIGHTS NOTE: MOUNTING LOCATIONS OF RECEPTACLES, SWITCHES AND ALL OTHER CONTROL DEVICES SHALL BE IN ACCORDANCE WITH ANSI A117.1 AND ADA REQUIREMENTS (FHA REQ'S FOR MULTI-FAMILY AND RESIDENTIAL PROJECTS) B --1 LED 120V --30W PENDANT SELECTED BY OTHERS. 2700K COLOR TEMP. DIMMABLE. $250 FIXTURE ALLOWANCE. PROVIDED AND INSTALLED BY E.C. D --1 LED 120V --30W WALL BATHROOM VANITY SELECTED BY OTHERS. COLOR TEMP TO MATCH FIXTURE "A1". $100 FIXTURE ALLOWANCE. PROVIDED AND INSTALLED BY E.C. E ----120V --30W WALL OUTSIDE FIXTURE TO BE SELECTED BY ARCHITECT. TO BE PROVIDED AND INSTALLED BY E.C. $200 ALLOWANCE. F ALL-PRO FTR1740L 2 LED 120V DRIVER1 30W CEILING 1600 LUMEN LED FLOODLIGHT. 5000K COLOR TEMP. FINISH SELECTED BY ARCHITECT. ----120V --75W SURFACE CEILING FAN W/LIGHT KIT SELECTED BY OTHERS. $300 FIXTURE ALLOWANCE. PROVIDED AND INSTALLED BY E.C. LITHONIA ELM2 LED 2 1.5 W -1.4 SEE PLAN GEN. PURPOSE EMERGENCY LED LIGHT. (2) ADJ. HEADS. BATTERY BACK-UP.-120V LITHONIA LHQM 2 5.4 W T-5 120V -3.3 WALL EXIT-EMERGENCY LIGHT COMBO. (2) ADJ. HEADS. BATTERY BACK-UP. RED ILLUMINATED EXIT SIGN. HOUSING COLOR BY ARCH. - A EATON H7T 1 LED 120V --15W RECESSED 6" RECESSED CAN/DOWNLIGHT. WITH DIMMABLE BR30 LED BULB. 1200 LUMEN. 3500K COLOR TEMP. TRIM SELECTED BY ARCHITECT. OWNER POSSESSES (12) CANS TO CONTRIBUTE. A1 EATON H7T 1 LED 120V --15W RECESSED MAX MAX MAX MAX MAX G LITHONIA ELAT QWP 2 1.5W LED --SEE PLAN REMOTE EXTERIOR EMERGENCY LIGHT. TWIN HEAD. BATTERY BACK-UP (CAN BE WIRED TO EXIT UNIT). WET LOCATION LISTED. -120, 277E A2 EATON H7T 1 LED 120V --10W RECESSED 6" RECESSED CAN/DOWNLIGHT. WITH DIMMABLE BR30 LED BULB. 1200 LUMEN. 2700K COLOR TEMP. TRIM SELECTED BY ARCHITECT. 6" RECESSED CAN/DOWNLIGHT. WITH DIMMABLE BR30 LED BULB. 700 LUMEN. 2700K COLOR TEMP. TRIM SELECTED BY ARCHITECT. H LITHONIA 6BPMW 1 10W 120V DRIVER1 10W RECESSED 6" RECESSED CAN/DOWNLIGHT. WET LOCATION RATED. 2700K COLOR TEMP. TRIM BY ARCH. 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 DMM NPB ELECTRICAL PLANS E1011SCALE: 1/4" = 1'-0" ELEC. LIGHTING PLAN2SCALE: 1/4" = 1'-0" ELEC. POWER PLAN .1$$; .+0'055614#)' *4+0(+4/#4; ':#/4/ 1((+%' -+6%*'0 2*#4/#%; #&#4'56411/ 214%* .1$$; .+0'055614#)' *4+0(+4/#4;':#/4/ 1((+%' -+6%*'0 2*#4/#%; #&#4'56411/ 214%* A A A A A1 A1 A A AA AAA A2 A2 H D F F G +60", REF +48" GFI D M4 G D AH-1 EF D WH GFI GFI,WP IN CRAWL SPACE EE +48" GFI +60" GFI,WP GFI,WP POWER CIRCUIT FOR AREA LIGHT FIXTURE TO BE WIRED VIA AREA MOTION SENSOR. MOTION SENSOR TO BE UPSTREAM OF AREA SWITCHES. SEE DETAIL. GENERAL NOTES - THIS SHEET 1.ENSURE THAT ALL EXIT AND EMERGENCY LIGHTS ARE CONNECTED TO LOCAL NORMALLY ON LIGHTING CIRCUIT AND ARE WIRED UPSTREAM OF ALL SWITCHES, CONTACTORS, AND SIMILAR. 2.SEE PANEL SCHEDULES FOR GFI PROTECTION OF SOME OUTLETS. 1 TAGGED NOTES - THIS SHEET 2 GENERAL PATIENT CARE AREA. P1-1 P1-1 P1-1 P1-3 P1-21 P1-19 P1-3 P1-7 M-1,3 P1-13 P1-11 P1-11 P1-11 P1-9 P1-5 P1-5 P1-5 P1-3P1-3 P1-3 P1-3 P1-3 P1-3 P1-7 P1-1 P1-11 P1-2 P1-6 M-2,4 P1-25 P1-27 1 2 2 2 3 CIRCUIT VIA AREA GFI RECEPTACLE. 4 4 CIRCUIT VIA PHOTOCELL. A1A1 A1A1 P1-4 BB 5 FAN AND LIGHT TO BE SWITCHED SEPARATELY. 6 PROVIDE EMERGENCY LIGHT. 6 HP-1 30/2/FPN,WP 60/2/FPN MOTION SENSOR(S) CIRCUIT NEUTRAL SWITCH TO EMG. FIX.(S) (IF PRESENT) NOTE: 1.SEE PLAN FOR QTY. OF SENSORS. MULTIPLE SENSORS IN AREA TO BE WIRED IN PARALLEL.COORDINATE RELAY/CONTACTOR REQ'S W/ MFG. 2.WIRING SIMILAR FOR BI-LEVEL (INBOARD/OUTBOARD) & 3-WAY/4-WAY SWITCHING. 3 NO SCALE MOTION SENSOR WIRING (LINE VOLT.) TO NIGHT LIGHT(S) (IF PRESENT) GFI,WP P1-20 7 PROVIDE NEW POWER FOR RPZ HEAT. COORDINATE EXACT LOCATION WITH G.C. AND CIVIL PLANS. 7 8 PROVIDE (2) 3" CONDUITS W/PULL STRING FROM TELE/DATA CONNECTION POINT TO NEW TELE/CATV BOARD. E.C. TO COORDINATE WIRING AND PROVIDE POWER. PROVIDE FIRE RATED PLYWOOD BOARD. COORDINATE LOCATION WITH G.C. AND OWNER. 8 9 PROVIDE EXTERIOR RECEPTACLE. CONFIRM PLACEMENT IS WITHIN 25' OF HP-1. 9 10 SOLA-TUBE LIGHT FIXTURE BY OTHERS. NO E.C. WORK. NO POWER CONNECTION. 11 VAULTED CEILING. PENDANTS TO BE INSTALLED DOWN FROM CEILING. COORDINATE HEIGHT WITH ARCH. 12 CONFIRM DATA COUTLET LOCATION WITH OWNER. 10 10 10 10 10 10 11 11 12 12 2 P1-5 13 COORDINATE RECEPTACLE LOCATION WITH WATER COOLER PLUG BEFORE INSTALLATION. 13 6 5 5 14 CONFIRM WITH OWNER DESIRED LIGHT(S), TYPE AND LOCATION PRIOR TO ORDERING. IF CEILING RECESSED FIXTURE IS INSTALLED, ENSURE IC RATED. 14 14 E 30/2/FPN 15 15 ACCESS DOOR FOR CRAWL SPACE. PROVIDE SWITCH AT ENTRANCE FOR SERVICE LIGHT FOR AH-1. WIRE VIA LIGHT CIRCUIT P1-4. LIGHT FIXTURE TO BE LEVITRON 9860, OR SIMILAR. 15P1-4 16 NEW METER/BASE PANEL COMBO. COORDINATE EXACT LOCATION WITH OWNER AND UTILITY. SEE RISER FOR MORE INFORMATION. 16 CONDUIT (CONFIRM SIZE W/ OWNER) PULLSTRING FLOOR TO DECK WALL CEILING FLOOR DATA/TELE/CATV OUTLET BOX. COORDINATE SIZE W/ ELECTRICAL PLAN. COORDINATE FACE PLATE W/ OWNER. 4 NO SCALE DATA/TELE/CATV OUTLET NOTE: FOR INTERIOR WALLS WITHOUT INSULATION. E.C. MAY OMIT CONDUIT & OUTLET BOX. PROVIDE PULL STRING & PLASTER RING. CRAWLSPACE M-5,7 M-9,11 3 1405 HILLSBOROUGH STRALEIGH, NC 27605 maple ENGINEERING, pllc plumbing mechanical electrical LIC.#: P-0990P:919-341-4247 F:919-890-3797 DLS-1701 3/10/17 PERMIT SET 3-10-17 DMM NPB ELECTRICAL PANEL SCHEDULE AND RISER E201 STORAGE ROOM 1 PHASE, 3 WIRE VOLTAGE: 240/120V PANEL: P1 SURFACE MOUNTED AMPS: 100A-MLO LOAD PER PHASE NEMA 1 NOTES -DESCRIPTION-POLE WIRE SIZE BRK SIZE CKT #A B CKT#BRK SIZE WIRE SIZE POLE -DESCRIPTION-NOTES REC INFIRMARY/HP REC 1 12 20 1 0.8 0.3 2 20 12 1 LTS LOBBY, RESTRM., STRGE. REC OFFICE 1 12 20 3 1.0 0.3 4 20 12 1 LTS INFIRM, PHAR, OFF, EXM REC EXAM ROOM/LOBBY 1 12 20 5 0.8 0.2 6 20 12 1 LTS EXTERIOR PC REC KITCHEN/PHARM/INFIRM 1 12 20 7 0 1.5 8 20 12 1 REC MICROWAVE GFI GFI REC WATER FOUNTAINS 1 12 20 9 0.8 0 10 20 -1 SPARE REC RESTRM/LOBBY/OUTSIDE 1 12 20 11 0 1.5 12 20 -1 REC WASHER GFI SPARE 1 -20 13 0 0 14 20 -1 SPARE SPARE 1 -20 15 0 0 16 20 -1 SPARE SPARE 1 -20 17 0 0 18 20 -1 SPARE SPACE 1 --19 0 0.5 20 20 12 1 HOT BOX GFI REC REFRIGERATOR 1 12 20 21 1.2 0 22 --1 SPACE SPACE 1 --23 0 0 24 --1 SPACE REC DATA PANEL 1 12 20 25 0.4 0 26 --1 SPACE REC SERVICE AH-1 1 12 20 27 0.2 0 28 --1 SPACE SPACE 1 --29 0 0 30 --1 SPACE 4.5 5.0 TOTAL CONNECTED kVA:9.5 DEMAND kVA:12.9 PANEL RMS SYM. AMPS:SEE RISER DEMAND AMPS:53.8 XFMR UTILITY kVA25 FROM UTILITY PANEL A P1 100 MLO 5,000 AIC 240/120V GRADE STORAGE AVAILABLE FAULT CURRENT (AIC) CALCULATION MAXIMUM AVAILABLE FAULT CURRENT IS BASED ON A THE TX KVA, IMPEDANCE (%Z), WIRE SIZE & LENGTH SHOWN BELOW. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF TRANSFORMER CHARACTERISTIC INDICATE A HIGHER FAULT CURRENT IS POSSIBLE (HIGHER KVA, LOWER IMPEDANCE, LARGER SECONDARY WIRE, SHORTER SECONDARY LENGTH, ETC). TX KVA TX %Z VOLTAGE PHASE # COND. 3(5‘ WIRE SIZE (COPPER) WIRE L. (FEET)WIRE "C" 25 2.0 240 1 1 3/0 125 13923 CURRENT (L TO L) MULT. (ISC)TX ISC f M ISC (AMPS) 104 50.00 5208 0.3897 0.7196 3748 1.PANEL SHALL BE EQUAL TO SQUARE D QO. 2.PROVIDE HACR BREAKERS FOR HVAC & REFRIGERATION EQUIPMENT. 3.GFI - PROVIDE GFCI BREAKER FOR CIRCUIT. GFCI RECEPTACLES MAY BE USED IN LIEU OF GFCI BREAKERS SO LONG AS THE DEVICE(S) CONFORM TO NEC CODE REQUIREMENTS FOR GFCI PROTECTION & ACCESSIBILITY. 4.PC - CIRCUIT THROUGH PHOTOCELL LOCATED ON NORTH FACE OF BUILDING. 1 NO SCALE ELECTRICAL POWER RISER RISER DIAGRAM NOTES: 1.ALL EXISTING ITEMS ARE SHOWN IN FAINT. NEW ITEMS ARE SHOWN IN BOLD. 2.SQUARE D HOMELINE 200A METER BASE/PANEL COMBO. METER BY UTILITY. 3.(3)#2 CU, #8 CU GND. 4.#4 CU MAIN GROUNDING ELECTRODE CONDUCTOR TO GROUNDING SYSTEM (SEE DETAIL). BUILDING SHALL HAVE ONE GROUNDING ELECTRODE SYSTEM. 5.PROVIDE PLACARD INDICATING AVAILABLE AIC FAULT CURRENT (NEC 110.24). 6.PROVIDE PLACARD INDICATING ARC-FLASH HAZARD AT PANEL(S)/DISCONNECT(S). (NEC 110.16) 7.SECONDARY CONDUCTORS SIZED, PROVIDED & INSTALLED BY E.C.. CONFIRM INSTALLATION W/ UTILITY BEFORE BEGINNING WORK. NOTE 2 NOTE 3 NOTE 4 INTERSYSTEM BONDING TERMINATION BUS, PER NEC 250.94, BONDED WITH MINIMUM #6 AWG CU. FINISHED GRADE GROUND CLAMP ON EFFECTIVELY GROUNDED METALLIC WATER MAIN, PER NEC 250.52(A)(1) GROUND BUS HAND HOLE FOR INSPECTION. NONMETALLIC PROTECTIVE SLEEVE 20' MIN. ‘; 0,1 CU GROUND ROD '5,9(172“ BELOW FINISH GRADE, NEC 250.52(A)(5) GROUNDING ELECTRODE CONDUCTOR TO PRIMARY GROUNDING ELECTRODE SIZED AS INDICATED ON POWER RISER DIAGRAM. SERVICE ENTRANCE EQUIP.NEUTRAL BUS EXOTHERMIC WELD TO EFFECTIVELY GROUNDED BUILDING STEEL WHERE AVAILABLE, PER NEC 250.52(A)(2), BONDING JUMPER #4 AWG CU. CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3). 1/2" REBAR OR #4 BARE COPPER (MINIMUM). CONNECTION TO ROD, PIPE OR PLATE ELECTRODE, PER NEC 250.66(A), NOT REQUIRED TO BE LARGER THAN #6 AWG CU. CONNECTION TO CONCRETE ENCASED ELECTRODE, PER NEC 250.66(B), NOT REQUIRED TO BE LARGER THAN #4 AWG CU. BOLTED TYPE CONNECTION OR EXOTHERMIC WELD. NOTE: GROUNDING ELECTRODES SHALL BE PROVIDED IN ACCORDANCE WITH NEC SECTION 250. ALL GROUNDING ELECTRODE CONDUCTORS SIZED AS INDICATED ON POWER RISER DIAGRAM. ALL METHODS OF CREATING THE GROUNDING SYSTEM MAY NOT BE REQUIRED OR AVAILABLE. 3 NO SCALE GROUNDING DETAIL HAND HOLE FOR INSPECTION. CSST GAS TUBING (IF PRESENT). BOND PER MFG'S INSTRUCTIONS. #6 CU OR LARGER NOTE: IF CORRUGATED STAINLESS STEEL TUBING (CSST) IS USED TO SUPPLY THE BUILDING WITH GAS, PROPANE, OR SIMILAR THE TUBING SYSTEM SHALL BE BONDED TO THE BUILDING GROUNDING SYSTEM AT THE POINT WHICH THE PIPING ENTERS THE BUILDING. USE #6 COPPER OR LARGER. CENTERLINE OF NOTES: 1.)520)$&(2)3$1(/0,1)259$1'9‘+,*+/(*'(/7$6<67(060,1 FOR 208/120V AND 240/120V SYSTEMS. 2.THE WIDTH OF THE WORKING SPACE IN FRONT OF THE ELECTRICAL EQUIPMENT SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. 3.WORKING SPACE DOES NOT HAVE TO BE CENTERED ON PANEL BUT MUST EXTEND TO/PAST EACH EDGE OF PANEL. 4.OTHER AREA PANELS MAY SHARE CLEARANCE SPACE. DOOR MUST OPEN AT HIGHEST BREAKER ELECTRICAL COMPONENTS N O T E 1 NOTE 2 & 3 ONLY DIRECTLY ABOVE PANEL 78" MIN. OR TOP /($67ƒ NOTE 4 ELECTRICAL ONLY DIRECTLY UNDER PANEL COMPONENTS 2 NO SCALE ELECTRICAL PANEL MOUNTING DETAIL OF EQUIPMENT. WHICHEVER IS GREATER. 6'7"AFF. MAXIMUM ELEC. PANEL NOTE 7 PANEL P1 LOAD SUMMARY LOAD TYPE kVA CONN. DEM. FACT. kVA DEM.LOADS ON 100AMP BREAKER AT PANEL M LIGHTS (962 SQFT @ 2 W/SQFT > CONN. LOAD)1.9 1.25 2.4 RECEPTACLES 1st 10 kVA 5.0 1.0 5.0 LAUNDRY EQUIPMENT WASHERS 1.5 1.0 1.5 DRYERS 0.0 1.0 0.0 # OF ELECTRIC DRYERS:0 REFRIGERATOR, MICROWAVE, WATER FOUNTAIN(1) HIGH-LOW, HOTBOX 4.0 1.0 4.0 TOTALS 12.4 12.9 TOTAL AMPS @ 240 V 1 PHASE 53.8 NOTE 5,6 NOTE 6 EXISTING BUILDING WALL M PANEL "M" 200A MLO EXTERIOR WALL 1 PHASE, 3 WIRE VOLTAGE: 240/120V PANEL: M SURFACE MOUNTED AMPS: 200-MLO LOAD PER PHASE NEMA 3R NOTES -DESCRIPTION-POLE WIRE SIZE BRK SIZE CKT #A B CKT#BRK SIZE WIRE SIZE POLE -DESCRIPTION-NOTES #3 REC DRYER 2 10 30 1 2.5 2 2 30 10 2 WATER HEATER #3 3 2.5 2 4 #2,#3 HP-1 2 10 25 5 1.4 4.5 6 100 2 2 PANEL P1 #3 7 1.4 5.0 8 #2,#3 AH-1 2 10 30 9 4 0 10 --1 SPACE 11 4 0 12 --1 SPACE 14.4 14.9 TOTAL CONNECTED kVA:29.3 DEMAND kVA:34.5 PANEL RMS SYM. AMPS:SEE RISER DEMAND AMPS:143.7 1.PANEL SHALL BE SERVICE ENTRANCE RATED, EQUAL TO SQUARE D HOMELINE COMBO METER BASE/PANEL. 2.PROVIDE HACR BREAKERS FOR HVAC & REFRIGERATION EQUIPMENT. 3.LABEL BREAKER AS "SERVICE DISCONNECT". PANEL M LOAD SUMMARY LOAD TYPE kVA CONN. DEM. FACT. kVA DEM.LOADS ON 200AMP MLO LIGHTS (962 SQFT @ 2 W/SQFT > CONN. LOAD)1.9 1.25 2.4 RECEPTACLES 1st 10 kVA 5.0 1.0 5.0 HVAC & R ELEC HEAT 7.7 1.0 7.7 LARGEST MOTOR 2.8 1.25 3.5 REMAINDER 0.4 1.0 0.4 WATER HEATER (ELECTRIC)4.0 1.25 5.0 LAUNDRY EQUIPMENT WASHERS 1.5 1.0 1.5 DRYERS 5.0 1.0 5.0 # OF ELECTRIC DRYERS:1 REFRIGERATOR, MICROWAVE, WATER FOUNTAIN(1) HIGH-LOW, HOTBOX 4.0 1.0 4.0 TOTALS 32.3 34.5 TOTAL AMPS @ 240 V 1 PHASE 143.7