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HomeMy WebLinkAboutB12-0356 REV9 plans ASI 18 APPROVED Re c e i v e d By Ly n n e Ca m p b e l l at 2: 4 3 pm , Ap r 25 , 20 1 3 By Da v i d Rh o a d e s at 11 : 5 2 am , Ap r 26 , 20 1 3 Re c e i v e d By Ly n n e Ca m p b e l l at 2: 4 3 pm , Ap r 25 , 20 1 3 Re c e i v e d By Ly n n e Ca m p b e l l at 2: 4 3 pm , Ap r 25 , 20 1 3 Re c e i v e d By Ly n n e Ca m p b e l l at 2: 4 3 pm , Ap r 25 , 20 1 3 UN I T TA G MA N U F A C T U R E R & M O D E L N O D E S C R I P T I O N W A S T E V E N T CO L D WA T E R HO T WA T E R RE M A R K S LV L A V A T O R Y 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " - WC W A T E R C L O S E T 3 " 2 " 1 / 2 " - - UR U R I N A L ( F L U S H V A L V E ) 2 " 1 - 1 / 2 " 1 " - - DF D R I N K I N G F O U N T A I N 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " - - MS M O P S I N K 2 " 1 - 1 / 2 " 3 / 4 " 3 / 4 " - KS K I T C H E N S I N K I . W . - 3 / 4 " 3 / 4 " - HS H A N D S I N K 1 - 1 / 2 " 1 - 1 / 2 " 1 / 2 " 1 / 2 " - IM I C E M A K E R - - 1 / 2 " - - CB C O F F E E B R E W E R - - 1 / 2 " - - HC H O T C H O C O L A T E - - 1 / 2 " - - IT I C E T R A Y I . W . - - - - FD Z U R N Z 4 1 5 B 2 " F L O O R D R A I N 2 " 1 - 1 / 2 " - - P R O V I D E P R O S E T T R A P G U A R D FS Z U R N Z 1 1 4 6 F L O O R S I N K V A R I E S V A R I E S - - R E : P L U M B I N G P L A N HB W O O D F O R D M O D E L 6 7 H O S E B I B B - - 3 / 4 " - RE : P L U M B I N G P L A N , V A N D A L P R O O F B O X , A U T O D R A I N I G W I T H D O U B L E C H E C K B A C K F L O W P R E V E N T E R , CL O S E C O U P L E D CO Z U R N Z N 1 4 0 0 C L E A N O U T V A R I E S - - - - WC O Z U R N Z 1 4 4 1 W A L L C L E A N O U T V A R I E S - - - - CO T G Z U R N Z 1 4 0 0 C L E A N O U T T O G R A D E V A R I E S - - - L O C A T E W I T H I N 5 ' O F T H E B U I L D I N G PL U M B I N G F I X T U R E C O N N E C T I O N S C H E D U L E PL U M B I N G F I X T U R E S P E C I F I C A T I O N S & H A R D W A R E SE L E C T I O N T O B E B Y T H E I N T E R I O R D E S I G N E R . F I X T U R E A L L O W A N C E N O T T O E X C E E D T H E E S T A B L I S H E D BU D G E T . PL U M B I N G F I X T U R E S P E C I F I C A T I O N S & H A R D W A R E SE L E C T I O N T O B E B Y O W N E R ' S K I T C H E N C O N S U L T A N T . FI X T U R E A L L O W A N C E N O T T O E X C E E D T H E ES T A B L I S H E D B U D G E T . LHW GI - 1 ZU R N Z1 1 7 0 - 8 0 0 3- C O M P A R T . S I N K S E E P L A N S 5 0 1 0 0 4 0 3 6 2 1 . 5 3 6 . 0 3 3 1 8 0 INSTALL TOP OF INTERCEPTOR 4' BELOW FINISHED SLAB (IN FREEZE PROOF DEPTH) IN WATER PROOF CONCRETE PIT GR E A S E (L B S ) CA P A C I T Y (G A L . ) UN I T TA G MA N U F A C T U R E R & MO D E L N O . REMARKSINLET SIZE (IN)OUTLET SIZE (IN)OPER. WEIGHT (LBS) GR E A S E I N T E R C E P T O R S C H E D U L E OR EQUIVALENT DIMESSIONS (IN) SE R V I C E L O C A T I O N FL O W R A T E (G P M ) 20 0 9 I P C W a t e r S e r v i c e S i z i n g Sp o r t s C e n t r a l b u i l d i n g 12 0 2 7 Ma r t i n Z o u r e k In d i v i d u a l F i x t u r e Co l d H o t T o t a l C o l d H o t T o t a l Dr i n k i n g F o u n t a i n o r W a t e r c o o l e r 2 0 . 2 5 0 . 2 5 0 . 5 0 0 . 0 0 0 . 5 0 0 . 5 1 Ho s e B i b b 1 2 . 5 2 . 5 2 . 5 0 2 . 5 0 0 . 0 0 Kit c h e n S i n k h o t e l , r e s t a u r a n t 1 3 . 0 3 . 0 4 . 0 3 . 0 0 3 . 0 0 4 . 0 0 2 . 0 2 La v a t o r y p u b l i c 4 1 . 5 1 . 5 2 . 0 6 . 0 0 6 . 0 0 8 . 0 0 1 . 0 4 Se r v i c e S i n k o r M o p B a s i n 1 2 . 2 5 2 . 2 5 3 . 0 2 . 2 5 2 . 2 5 3 . 0 0 2 . 0 2 Ur i n a l , 1 . 0 G P F 3 / 4 " v a l v e 2 5 . 0 5 . 0 1 0 . 0 0 1 0 . 0 0 4 . 0 8 Ha n d S i n k 1 1 . 5 1 . 5 2 . 0 1 . 5 0 1 . 5 0 2 . 0 0 2 . 0 2 Wa t e r C l o s e t , 1 . 6 G P F F l u s h V a l v e p u b l i c 5 1 0 . 0 1 0 . 0 5 0 . 0 0 5 0 . 0 0 4 . 0 2 0 Co l d H o t E n t r y D r a i n a g e Wa t e r S u p p l y / D r a i n F i x t u r e U n i t T o t a l 1 7 75 . 8 1 2 . 7 5 8 0 . 0 0 3 9 . 0 58 1 6 6 1 . 2 2" 1 " 2 " 4 " Ve l o c i t y - F P S 5 . 3 0 5 . 5 0 5 . 6 0 Pip e S i z e Fi x t u r e U n i t s Fi x t u r e U n i t s De m a n d Fi x t u r e Un i t s To t a l Fi x t u r e Un i t s DO M E S T I C W A T E R S I Z I N G C H A R T Fl o w - G P M De m a n d Fi x t u r e Qu a n t i t y Wa t e r S u p p l y Fi x t u r e U n i t s To t a l Fi x t u r e U n i t s Dr a i n a g e S u p p l y Fi x t u r e U n i t s KW A M P S L ( I N ) H ( I N ) W ( I N ) EH - 1 RA Y W A L L AF C 8 1 3 0 T SE E F L O O R PL A N S SE E F L O O R PL A N S 10 2 3 9 6 5 . 0 9 5 . 0 3 . 0 1 4 . 4 1 4 . 2 5 1 9 . 3 8 4 . 2 5 4 1 B U I L T - I N D O U B L E P O L E T - S T A T , C O R R O S I O N R E S I S T A N T S T E E L , EH - 2 RA Y W A L L AF C 8 1 2 0 T SE E F L O O R PL A N S SE E F L O O R PL A N S 68 2 6 6 5 . 0 9 5 . 0 2 . 0 9 . 6 1 4 . 2 5 1 9 . 3 8 4 . 2 5 4 1 B U I L T - I N D O U B L E P O L E T - S T A T , C O R R O S I O N R E S I S T A N T S T E E L , EH - 3 RA Y W A L L HF 4 8 7 5 T 2 R P W SE E F L O O R PL A N S SE E F L O O R PL A N S 19 2 0 6 5 . 0 9 5 . 0 0 . 6 2 . 7 1 4 . 5 7 . 1 3 3 . 2 5 9 B U I L T - I N D O U B L E P O L E T - S T A T OPER. WT. (LBS)208/1/60 208/1/60208/1/60 EL E C T R I C A L D A T A EA T (° F ) LA T (° F ) DIMENSIONS REMARKS UN I T TA G MA N U F A C T U R E R & MO D E L N O . CA P A C I T Y (B T U H ) EL E C T R I C U N I T H E A T E R S C H E D U L E OR EQUIVALENT SE R V I C E L O C A T I O N V / PH / Hz PRESSURE AT MAIN (FIELD VERIFY)110.0 BOOSTER PUMP PRESSURE0.0 DESIGN PRESSURE @ FIXTURES25.0 METER LOSS (1" METER @ 60 GPM)7.2 TAP LOSS (1 1/2" LINE)0.0 HIGH-LOW TEMP CONTROL SYSTEM PRESSURE DROP0.0 STATIC HEAD LOSS (MAIN TO METER)0.0 BACKFLOW PREVENTER15.0 ELEVATION LOSS (10' x 0.433 PSI)4.3 TOTAL PRESSURE LOSSES51.5 PRESSURE AVAILABLE FOR FRICTION LOSS58.5 LONGEST LENGTH (3.5 PSI PER 100')3.5 TOTAL PRESSURE REQUIRED55.0 PRV DIFFERENTIAL (reducing pressure)55.0 NOTE: "TOTAL PRESSURE REQUIRED" IS THE REQUIRED MINIMUM PRESSURE AT THE ENTRY TO THE BUILDING CONTRACTOR TO VERIFY PRESSURE AT MAIN PRIOR INSTALLATION. IF THE PRESSURE DIFFERS FROM SHOWN PROVIDE A BOOSTER PUMP AS REQUIRED.HYDRAULIC CALCULATIONS PRESS. (PSI)Ford Park Sports Center 20 0 9 I P C W a t e r S e r v i c e S i z i n g We s t R e s t r o o m s 12 0 2 7 Ma r t i n Z o u r e k In d i v i d u a l F i x t u r e Co l d H o t T o t a l C o l d H o t T o t a l Dr i n k i n g F o u n t a i n o r W a t e r c o o l e r 2 0 . 2 5 0 . 2 5 0 . 5 0 0 . 0 0 0 . 5 0 0 . 5 1 Ho s e B i b b 1 2 . 5 2 . 5 2 . 5 0 2 . 5 0 0 . 0 0 La v a t o r y p u b l i c 4 1 . 5 1 . 5 2 . 0 6 . 0 0 6 . 0 0 8 . 0 0 1 . 0 4 Se r v i c e S i n k o r M o p B a s i n 1 2 . 2 5 2 . 2 5 3 . 0 2 . 2 5 2 . 2 5 3 . 0 0 2 . 0 2 Ur i n a l , 1 . 0 G P F 3 / 4 " v a l v e 2 5 . 0 5 . 0 1 0 . 0 0 1 0 . 0 0 4 . 0 8 Wa t e r C l o s e t , 1 . 6 G P F F l u s h V a l v e p u b l i c 6 1 0 . 0 1 0 . 0 6 0 . 0 0 6 0 . 0 0 4 . 0 2 4 Co l d H o t E n t r y D r a i n a g e Wa t e r S u p p l y / D r a i n F i x t u r e U n i t T o t a l 1 6 81 . 3 8 . 2 5 8 4 . 0 0 3 9 . 0 62 1 3 6 3 2" 1 " 2 " 4 " Ve l o c i t y - F P S 5 . 8 0 4 . 0 0 5 . 8 0 Flo w - G P M De m a n d Fi x t u r e Qu a n t i t y Pip e S i z e Fix t u r e U n i t s Fi x t u r e U n i t s De m a n d Fi x t u r e Un i t s To t a l Fi x t u r e Un i t s DO M E S T I C W A T E R S I Z I N G C H A R T Wa t e r S u p p l y Fi x t u r e U n i t s To t a l Fi x t u r e U n i t s Dr a i n a g e S u p p l y Fi x t u r e U n i t s PRESSURE AT MAIN (FIELD VERIFY)110.0 BOOSTER PUMP PRESSURE0.0 DESIGN PRESSURE @ FIXTURES25.0 METER LOSS (1" METER @ 60 GPM)7.2 TAP LOSS (1 1/2" LINE)0.0 HIGH-LOW TEMP CONTROL SYSTEM PRESSURE DROP0.0 STATIC HEAD LOSS (MAIN TO METER)0.0 BACKFLOW PREVENTER15.0 ELEVATION LOSS (10' x 0.433 PSI)4.3 TOTAL PRESSURE LOSSES51.5 PRESSURE AVAILABLE FOR FRICTION LOSS58.5 LONGEST LENGTH (3.5 PSI PER 100')1.6 TOTAL PRESSURE REQUIRED53.1 PRV DIFFERENTIAL (reducing pressure)56.9 NOTE: "TOTAL PRESSURE REQUIRED" IS THE REQUIRED MINIMUM PRESSURE AT THE ENTRY TO THE BUILDING CONTRACTOR TO VERIFY PRESSURE AT MAIN PRIOR INSTALLATION. IF THE PRESSURE DIFFERS FROM SHOWN PROVIDE A BOOSTER PUMP AS REQUIRED.HYDRAULIC CALCULATIONS PRESS. (PSI)Ford Park West Restrooms WI D T H L E N T H C F M S . P . W I D T H L E N T H C F M S . P . L H W KH - 1 CA P T I V E A I R E 54 2 4 N D - 2 - P S P - F KI T C H E N EQ U I P M E N T SE E F L O O R PL A N S I70 0 1 , 1 0 0 1 , 7 0 0 1 0 1 0 1 , 1 0 0 - 0 . 9 1 0 - - - - - - 6 0 2 4 5 4 430 STAINLESS STEEL354HOOD SIZED BY CAPTIVEAIRE, FURNISED BY W. WEST EQUIPMENT AND INSTALLED BY MECHANICAL CONTRACTOR. SHOWN HERE FOR REFERENCE ONLY. KI T C H E N E X H A U S T H O O D S C H E D U L E OR EQUIVALENT SE R V I C E TO T A L CF M REMARKSOPER WT. (LBS) RI S E R D I M E N S I O N S ( I N C H E S ) HOOD CONSTRUCTION VE L O C I T Y (F P M ) RI S E R D I M E N S I O N S ( I N C H E S ) DI M E N S I O N S ( I N C H E S ) LO C A T I O N UN I T TA G MA N U F A C T U R E R & MO D E L N O . SU P P L Y P L E N U M TY P E MA X . HO O D TE M P TO T A L CF M VE L O C I T Y (F P M ) EX H A U S T P L E N U M INOUTAMPSD(IN)H(IN) WH - 1 RH E E M ES 5 0 - 1 5 - G SP O R T S C E N T R A L KI T C H E N SE E P L A N S 5 0 1 5 6 2 4 0 1 4 0 4 2 2 6 . 2 5 4 3 . 6 3 6 8 8 - EL E C T R I C W A T E R H E A T E R S C H E D U L E OR EQUIVALENT DIMENSIONS SE R V I C E L O C A T I O N ST O R A G E CA P A C I T Y (G A L . ) GP H @ 90 ° F ∆T OPER. WT. (LBS)REMARKS IN P U T (K W ) UN I T TA G MA N U F A C T U R E R & MO D E L N O . WA T E R T E M P . ( ° F ) E L E C T R I C A L D A T A V / PH / Hz 208 / 3 / 60 Kw WH - 2 EE M A X EX 1 8 0 T 2 T M L SP O R T S C E N T R A L RE S T R O O M S SE E P L A N S E L E C . 2 . 0 1 8 4 . 2 5 x 1 2 . 2 5 x 1 5 . 2 5 5 5 WH - 3 EE M A X EX 1 8 0 T 2 T M L WE S T R E S T R O O M S S E E P L A N S E L E C . 2 . 0 1 8 4 . 2 5 x 1 2 . 2 5 x 1 5 . 2 5 5 5 IN S T A N T A N E O U S W A T E R H E A T E R S C H E D U L E SE R V I C E L O C A T I O N UN I T TA G MA N U F A C T U R E R & MO D E L N O . 20 8 / 3 / 6 0 REMARKSOR EQUIVALENT FU E L GP M @ 6 0 ° F ∆T ( S . L . ) EL E C T R I C A L D A T A V / P H / H z MULTI LAV OPTION, HIGH TEMPERATURE LIMIT SWITCH 20 8 / 3 / 6 0 M U L T I L A V O P T I O N , H I G H T E M P E R A T U R E L I M I T S W I T C H SIZE (WxLxH)OPER. WT. (LBS)POWER EF - 1 C O O K G N - 5 2 0 R E S T R O O M S S E E F L O O R P L A N S C E I L I N G 3 0 0 1 , 1 0 9 0 . 2 5 9 8 . 1 W 2 . 3 3 2 INTEGRAL BACKDRAFT DAMPER, INTERLOCK WITH MOTION SENSOR INSTALLED IN EACH RESTROOM, COORDINATE LOCATION IN FIELD, PROVIDE FAN SPEED CONTROL EF - 2 TW I N C I T Y F A N & BL O W E R TC L B R 1 2 2 A 2 KH - 1 R O O F A B O V E K H - 1 I N L I N E 1 , 1 0 0 1 , 7 5 0 1 . 2 5 0 . 5 H P 1 3 . 3 1 3 8 INTERLOCK WITH HOOD CONTROL. EF-2 SIZED & PROVIDED BY KITCHEN CONTRACTOR, INSTALLED BY M.C., HERE SHOWN FOR REFERENCE ONLY. LO C A T I O N NOISE LEVEL (SONES)OPER. WT. (LBS) TY P E EX H A U S T F A N S C H E D U L E OR EQUIVALENT UN I T TA G MA N U F A C T U R E R & MO D E L N O . REMARKS 120 / 1 / 60 208 / 3 / 60 SE R V I C E TO T A L CF M FA N RP M ES P ( I N ) ELECTRICAL DATA V / PH / Hz JO B N A M E : JO B N U M B E R : DA T E : PR E P A R E D B Y : I. Water Usage = KS L e n g t h = 2 4 W i d t h = 1 8 D e p t h = 1 4 29.45 Water Usage = Le n g t h = W i d t h = D e p t h = 0.00 Le n g t h = W i d t h = D e p t h = 0.00 0.00 Water Usage = Le n g t h = W i d t h = D e p t h = 0.00 Le n g t h = W i d t h = D e p t h = 0.00 Le n g t h = W i d t h = D e p t h = 0.00 Le n g t h = W i d t h = D e p t h = 0.00 Le n g t h = W i d t h = D e p t h = 0.00 0.00 1. M e a s u r e d i m e n s i o n s , i n i n c h e s , o f t h e s i n k . Water Usage= Le n g t h = W i d t h = D e p t h = 0 Wa t e r U s a g e (G P H ) Nu m b e r o f fi x t u r e s Ma x . h r l y wa t e r u s g e pe r t y p e o f fi x t u r e 55 . 0 0 0 . 0 0 0 . 0 0 23 . 0 0 0 . 0 0 0 . 0 0 30 . 0 0 0 . 0 0 0 . 0 0 32 . 0 0 0 . 0 0 0 . 0 0 5. 0 0 1 . 0 0 5 . 0 0 7. 0 0 1 . 0 0 7 . 0 0 35 . 0 0 0 . 0 0 0 . 0 0 14 . 0 0 0 . 0 0 0 . 0 0 35 . 0 0 0 . 0 0 0 . 0 0 12 . 0 0 II . El e v a t i o n = 8 1 5 0 1 . 3 2 6 1. 3 2 6 x 4 1 . 4 5 = 5 4 . 9 7 II I . Mi n . M B H = 6 1 . 0 5 M i n . K w = 1 3 . 4 2 Ca l c u l a t e T o t a l W a t e r R e q u i r e d B y A l l F i x t u r e s : B. F o u r c o m p a r t m e n t s i n k c a l c u l a t i o n o f w a t e r u s a g e : Ca l c u l a t e t h e M i n i m u m B T U o f K i l o w a t t r a t i n g o f W a t e r H e a t e r : A. G a s W a t e r H e a t e r Ad j u s t m e n t f a c t o r = *I f a l l 3 s i n k s a r e s a m e *I f s i n k s a r e d i f f e r e n t ho s e b i b b u s e d f o r c l e a n i n g A. T h r e e c o m p a r t m e n t s i n k c a l c u l a t i o n o f w a t e r u s a g e : ha n d o p e r a t e d p r e - r i n s e s p r a y e r Co m m e r c i a l H o t W a t e r S i z i n g − A p p e n d i x D o f C o l o r a d o R e t a i l F o o d E s t a b l i s h m e n t R u l e s & R e g u l a t i o n s 12 0 2 7 Fo r d P a r k C o n c e s s i o n s 6/ 1 3 / 2 0 1 2 *I f a l l 4 s i n k s a r e s a m e ad j u s t m e n t fa c t o r to t a l w a t e r r e q u i r e d by a l l f i x t u r e s C. U t e n s i l s o a k s i n k : Ca l c u l a t e M a x i m u m H o u r l y H o t W a t e r U s a g e : ha n d s i n k ( s ) , i n c l u d e r e s t r o o m s Pl u m b i n g F i x t u r e wa r e w a s h i n g m a c h i n e To t a l w a t e r ( g p h ) r e q u i r e d b y a l l f i x t u r e s sh o w e r s mo p s i n k ga r b a g e c a n w a s h e r gl a s s - w a r e w a s h i n g m a c h i n e po t f i l l e r D. M i s c . P l u m b i n g F i x t u r e s ma x h r l y h o t wa t e r u s a g e UN I T TA G MA N U F A C T U R E R & MO D E L N O . SE R V I C E L O C A T I O N C F M S I Z E ( W " x H " ) FA C E VE L O C I T Y (F P M ) PRESSURE DROP (IN SP)% FREE AREAFRAME TYPEFINISHREMARKS L- 1 RU S K I N EL F 6 3 7 5 D X KI T C H E N H O O D MA K E - U P SE E P L A N S 1 1 0 0 2 4 x 1 8 8 6 0 0 . 1 2 4 3 % S T D . S T D . I N S T A L L B I R D S C R E E N L- 2 RU S K I N EL F 6 3 7 5 D X BA T H E X H A U S T S E E P L A N S 6 0 0 1 8 x 1 8 6 4 5 0 . 0 5 4 1 % S T D . S T D . I N S T A L L B I R D S C R E E N L- 3 RU S K I N EL F 6 3 7 5 D X BA T H M A K E - U P S E E P L A N S 3 0 0 1 8 x 1 2 6 1 2 0 . 0 5 4 9 % S T D . S T D . - L- 4 RU S K I N EL F 6 3 7 5 D X BA T H M A K E - U P S E E P L A N S 6 0 0 1 8 x 1 8 6 4 5 0 . 0 5 4 1 % S T D . S T D . I N S T A L L B I R D S C R E E N LO U V E R S C H E D U L E OR EQUIVALENT Re c e i v e d By Ly n n e Campbell at 2:43 pm, Apr 25, 2013 Received By Lynne Campbell at 2:44 pm, Apr 25, 2013 Received By Lynne Campbell at 2:44 pm, Apr 25, 2013 Received By Lynne Campbell at 2:44 pm, Apr 25, 2013