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1225 IYANNOUGH ROAD - Health (5)
• /. United East Foodservice Design, Equipment and Supplies. Foodservice & Interior Design _ 505 Collins Street South Attleboro, MA 02703 Phone: 800-556-7338 Fax: 508-761 -3602 www. trimarkusa . com These Drawings are the sole property of TriMark/United-East and are not to be used in whole or in part without the expressed written consent of TriMark/United-East. Owner and all Contractors to check and verify existing dimensions and conditions in the field before starting construction and to notify TriMark/United-East of any material or detail changes. i CAPE CODDER o o RESORT i 1225 IYANNOUGH ROAD HYANNI MA 2 I I o o i I S, 0 601 I I 31 i I I ISSUE DATE DESCRIPTION OF ISSUE BY A 07/11/15 v� PEvaafrrr #1 LM 22 I I I 6 01/28/I5 DE516N D�1/6..OPI m #2 LM 24 JD I I 17 j81 11 23 27 2 / 25 32 18 i ; -------- --------- --- —1---+°— -- ------ -- --- — --- 28— —� -2Q 21 ---' — -------- ------ ---------------------- ---------------L ------- A i I i 16 I 2 I _:ad- 35 33 7 r 6 -I 5 4 29 3' [:]APPROVED; ":4 I 12 10 APPROVED AS SUBMITTED 13 i i I! APPROVED AS NOTED 9 ' _ i i i a i NOT APPROVED/RESUBMIT ----------------------------------- --- -- ---- - ❑ - ----- _ -- ___-?Q -- ------ i -------------- i - ------ ---- REVIEW BY: DATE: A THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS I I TO LOCATE MECHANICAL POINTS OF CONNECTIONS FOR I I FOODSERVICE EQUIPMENT. THEY ARE AS ACCURATE AS CAN BE DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP i BETWEEN DIMENSIONS SHOWN,FINISHED DIMENSIONS,AND I I ' UTILITY CONNECTION/ROUGH-IN INFORMATION. 0 I B TRIMARK/UNITED-EAST IS NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT TO BE REUSED. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC CONTRACTORS TO VERIFY&COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. i C I I TRIMARK/UNITED-EAST IS NOT RESPONSIBLE FOR ANY I i UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN TIHE GENERALITCHEN EQUIPMENT CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC i + CONTRACTORS TO VERIFY&COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. D ALL ELECTRICAL,PLUMBING,AND MECHANICAL UTILITY REQUIREMENT INFORMATION LISTED ON THE FOODSERVICE PLANS, IS SUBJECT TO CHANGE,BASED UPON FINAL EQUIPMENT PROPOSAL SELECTED BY THE OWNERIAND OR CONTRACTOR. I � I FOODSERVICE i EQUIPMENT UIPMENT I i PLAN Equipment Layout PROJECT M QUOTE# �k �k �Ic �Ir 91r 91r DRAWN BY: LM CHECKED BY: is CONTRACT REP: J c DRAWING SCALE: 9/4"=1 r , r SHEET NUMBER: Fo100 ipTriMark] r7v� United East Foodservice Design, Equipment and Supplies. Foodservice & Interior Design 505 Collins Street South Attleboro, MA 02703 Phone: 800-556-7338 Fax: 508-761 -3602 www. trimarkusa . com These Drawings are the sole property of TriMark/United-East and are not to be used in whole or in part without the expressed written consent of TriMark/United-East. Owner and all Contractors to check and verify existing dimensions and conditions in the field before starting construction and to notify TriMark/United-East of any material or detail changes. 39 39 CAPE CODDER RESORT 4 4 37 37 1225 IYANNOUGH ROAD 3 HYANNIS, MA 02601 39 F1 39 :2 SEATING: ISSUE DATE DESCRIPTION OF ISSUE BY 48 A 07/2I/15 PE516N T MffM Nr #1 LM 4 38 37 38 4 D 07/ZS/I5 DE56N DEVEIAMNT #Z LM 37 F137 G OB/05/15 PESM PEVF A:1tV M V LM [—� 2 F1 P 08/IS/P DE51% WtLOPMPM #4 LM 4 4 4 37 37� E 37 ®r--n 2 38 39 39 37 []=7 ' APPROVAL � 4 4 24 APPROVED AS SUBMITTED APPROVED AS NOTED [:]NOT APPROVED/RESUBMIT REVIEW BY: DATE: NOTESGENERAL A THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF OTHERS TO LOCATE MECHANICAL POINTS OF CONNECTIONS FOR FOODSERVICE EQUIPMENT. THEY ARE AS ACCURATE AS CAN BE DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP BETWEEN DIMENSIONS SHOWN,FINISHED DIMENSIONS,AND UTILITY CONNECTION/ROUGH-IN INFORMATION. 8 TRIMARK/UNITED•EAST IS NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EXISTING EQUIPMENT TO BE REUSED. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC CONTRACTORS TO VERIFY&COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. C _ TRIMARKIUNITED-EAST IS NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN KITCHEN EQUIPMENT CONTRACT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC CONTRACTORS TO VERIFY&COORDINATE ALL SERVICE REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS. D ALL ELECTRICAL,PLUMBING,AND MECHANICAL UTILITY REQUIREMENT INFORMATION LISTED ON THE FOODSERVICE PLANS, IS SUBJECT TO CHANGE,BASED UPON FINAL EQUIPMENT PROPOSAL SELECTED BY THE OWNER/AND OR CONTRACTOR. FOODSERVICE EQUIPMENT PLAN Equipment Layout PROJECT it: QUOTE# 91r 91r :k Ile �k �1e DRAWN BY: LM CHECKED BY. is CONTRACT REP: J C DRAWING SCALE: 1/4ww-I W-OVW SHEET NUMBER: • ark 0107U United East Foodservice Design, Equipment and Supplies. Foodservice & Interior Design 505 Collins Street South Attleboro , MA 02703 Phone : 800-556- 7338 Fax: 5 0 8- 7 6 1 - 3 6 0 2 www. trimarkusa . com These Drawings are the sole property of TriMark/United-East and are not to be used in whole or in part without the expressed written consent of TriMark/United-East. Owner and all Contractors to check and verify existing dimensions and conditions in the field before starting construction and to notify TriMark/United-East of any material or detail changes. 1 CAPE CODDER RESORT 1225 IYANNOUGH ROAD HYANNIS, MA 02601 E Q U I P M E N T S C H E D U L E ISSUE DATE DESCRIPTION OF ISSUE BY CK Z_ CK Z Q A 07/2I/15 DE" Wffl I'MNr M LM Q^ LL)� :;�z� p� 6 07/z/15 DES" DEVELOP"Nr #Z LM LLl � �� 1-11 F-.. = G 08/0i/15 DESK�N DEV130PMENT �t3 LM V) U) (n U Q p of U � D 08/IS/15 PE5I6N nIft PMENr #4 LM REV ITEM Jo = LLjJ w pN ~ON ZN �N QN EQUIPMENT ITEM NO NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER > IZ Q = y o a_ z vC =cn _-0 ocn 0C—n REMARKS NO 1 1 ICE MAKER HOSHIZAKI AMERICA KM-650MAH 2O8-230 1 6.6 - - X - - 1/2 - /4,3/ - - - WITH B-30OPF STORAGE BIN 1 2 4 SHELVING UNIT, 24"X60" CENTAUR C2460C - - - - - - - - - - - - - - CHROME WITH (4) C74C POSTS 2 3 1 ONE COMPARTMENT SINK EAGLE GROUP/METAL MASTERS 414-16-1 -X - - - - - - - - 1/2 1/2 1 -1/2 WITH LEVER WASTE AND B-1126 FAUCET 3 4 1 BACK BAR COOLER TRUE FOOD SERVICE TBB-24GAL-48G-LD 115 1 7.6 1/3 - - X 5-15P - - - - - - SELF-CONTAINED 4 w 5 1 BACK BAR COUNTER NIC CUSTOM - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 5 6 1 DISPENSER, BEER TRUE FOOD SERVICE TDD-2 115 1 9.1 1/3 - - X 5-15P - - 1/2 - - - SELF-CONTAINED 6 APPROVAL 7 1 AIRPUT STAND/BASE BUNN-O-MATIC 35728.0003 - - - - - - - - - - - - - - - 7 8 1 TABLE, WORK EAGLE GROUP/METAL MASTERS T3024SB-BS - - - - - - - - - - - - - - WITH UNDERSHELF AND BACKSPLASH 8 APPROVED AS SUBMITTED 9 1 DISPLAY CASE, FROZEN TRUE FOOD SERVICE GDM-12F-LD 115 1 7.4 1/3 - - X 5-15P - - - - - - SELF-CONTAINED 9 APPROVED AS NOTED 10 1 REFRIGERATOR, WORKTOP TRUE FOOD SERVICE TWT-60 115 1 5.1 1/5 - - X 5-15P - - - - - - SELF-CONTAINED AND WITH CASTERS 10 NOT APPROVED/RESUBMIT 11 1 DISPLAY CASE, HEATED HATCO FSD-1 120 1 12.0 - 1 .4 - X 5-15P - - - - - - 4 TIER CIRCLE RACK 11 B 12 2 GRIDDLE, DOUBLE-SIDED, ELECTRIC STAR MANUFACTURING PGTI4IE 208 1 - - 2.7 - X 6-20P - - - - - - - 12 REVIEW BY: DATE: - 13 1 SINK, HAND, WALL MOUNT EAGLE GROUP/METAL MASTERS HSA-10-FA - - - - - - - - 1/2 1/2 - 1 -1/2 - - WITH LEFT/RIGHT SIDE SPLASHES 13 - 14 1 FREEZER, WORKTOP TRUE FOOD SERVICE TWT-48F 115 1 6.1 1/4 - - X 5-15P - - - - - - SELF CONTAINED AND WITH CASTERS 14 NOTESGENERAL C 15 2 CONVECTION/MICROWAVE OVEN ACP, INC (AMANA) ACP MXP22 208/240 - - - .0/5. - X 6-30 - - - - - - STACKED ON CART #CA30 15 16 1 CABINET, MOBILEMARMING&HOLDING ALTO-SHAAM 1000-UP 120 1 16.0 - 1 .9 - X 5-20P - - - - - - - 16 A - 17 1 REFRIGERATED SELF-SERVICE CASE STRUCTURAL CONCEPTS C057R 208/240 1 12.0 - - - X 6-20P - - - - - - WITH LED, LIGHTING AND ROLL DOWN SECURITY COVER (LOCKING) 17 T THESE PLANS ARE NICALPPREPARED FOR TOINTS OFHE CONVENIENCE OFOTHERS LOCAT- 18 1 BAR COUNTER NIC CUSTOM - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 18 DETERMINEDONNECTIONS FOR FOODSERVIC AT PMENT. THEY EP AS ACCURATEDEVELOP E DETERMINED AT THIS DATE. DISCREPANCIES MAY DEVELOP BETWEEN DIMENSIONS SHOWN,FINISHED DIMENSIONS,AND - 19 1 UNDERBAR HANDSINK PERLICK TS12HS - - - - - - - - 3/8 3/8 -1/ - - - WITH WALL MOUNTED GOOSENECK SPOUT FAUCET 19 UTILITY CONNECTION/ROUGH-IN INFORMATION. 20 1 UNDERBAR ICE CHEST PERLICK TS361C10 - - - - - - - - - - 1 1/2 - - - - 20 B - 21 1 UNDERBAR SPEED RAIL PERLICK SR-D48 - - - - - - - - - - - - - - DOUBLE SPEED RAIL 21 TRIMARK[LITY UNITED-EAST EST IS NOT RDING RESPONSIBLE FOR ANY ENT - 22 1 SIT-DOWN COUNTER NIC CUSTOM - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 22 TO BE REUSED. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC CONTRACTORS - 23 1 BUFFET/CAFETERIA, FLAT TOP RANDELL RANFG ST-2S - - - - - - - - - - - - - - WITH CUTTING BOARD, TRAY SLIDE AND SPECIAL LAMINATE 23 TOVE IFY&COTO RDINATE ALL SERVICE REQUIREMENTS WITH - 24 3 TRASH/CONDIMENT COUNTER NIC CUSTOM - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 24 OWNC - 25 1 BUFFET/CAFETERIA, FLAT TOP RANDELL RANFG ST-5S - - - - - - - - - - - - - - WITH POS 25 TRIMARK/UNITED•EASTIS NOT RESPONSIBLE FOR ANY UTILITY REQUIREMENTS REGARDING EQUIPMENT NOT IN - 26 1 BUFFET/CAFETERIA,COLD FOOD STATIO RANDELL RANFG SCA-3 115 1 5.0 1/4 - - X 5-15P - - 1 - - - WITH CUTTING BOARD, TRAY SLIDE, SNEEZEGUARD AND SPECIAL LAMINATE 26 KITCHEN EQUIPMENT CONTRACT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ELECTRICAL,PLUMBING&HVAC - 27 1 BUFFET/CAFETERIA,HOT FOOD STATION RANDELL RANFG HTD-413 208 1 21 .2 - 4.4 - X 6-30P - - 1 - - - WITH CUTTING BOARD, TRAY SLIDE, SNEEZEGUARD AND SPECIAL LAMINATE 27 CONTRACTORS TO VERIFY&COORDINATE ALL SERVICE - 28 2 POS NIC - 115 1 15.0 - - - X - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 28 REQUIREMENTS WITH OWNER TO ENSURE PROPER CONNECTIONS.D 29 1 STEPPED LIQUOR DISPLAY NIC - - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 29 ALL ELECTRICAL,PLUMBING,AND MECHANICAL UTILITY - 30 1 BUFFET/CAFETERIA,TABLEWARE STATION RANDELL 14GSW-8 - - - - - - - - - - - - - - 30 EQUIREMENTINFORMATION NFORMTO TIONLISTED ON THE FUPON FINALOUIPMENTCEPLANS, - 31 8 BAR STOOL GROSFILLEX US626037 - - - - - - - - - - - - - - 31 PROPOSAL SELECTED BY THE OWNER/AND OR CONTRACTOR. - 32 1 WASTE RECEPTACLE RUBBERMAID FG354000 - - - - - - - - - - - - - - 32 - 33 1 SS CABINET NIC - - 33 FOODSERVICE - 34 1 SODA SYSTEM NIC - - - - - - - - - - - - - - - VERIFY ALL UTILITY REQUIREMENTSJOP KIT BY SODA COMPANY 34 - 35 1 ICE MAKER W/O BIN HOSHIZAKI AMERICA KMD-41OMAH 115 1 8.0 - - X - - 0.5 - 0.75 - - - 35 EQUIPMENT - 36 1 MENU SYSTEM TBD X X X - - X - - - - - - - - VERIFY ALL UTILITY REQUIREMENTS 36 PLAN 37 1 DRINK MACHINE STOELTING 115 1 11 .0 - - X - 5-15P - - - - - - 37 Equipment Schedule PROJECT#: QUOTE# �k 7k �k �Ilr �k 91r DRAWN BY: LM CHECKED BY: J c CONTRACT REP: JC DRAWING SCALE: 7/40w=9 E-099 SHEET NUMBER: QF4w1011 s Associates, Inc. Flllion As , Providing aquatic solutions with dear mutts since 1987 - - H PO BOX 14518 EAST PROVIDENCE RI 02914 - 800-776-7665 H H Q a 0 _ a z W Z W O y r Q Q STAMP: W w C' w H H 1=1 — Z W Qo o N CV Z d- I•- i-- V r Q Q Q( W Q n (n W W W 0 .... ............ 1-- F- X X - Q Q Q SCALE: � o o m 0 0 m l!"1 -- z z PROJ. NO: w ' w o w oc z cn Q z cn � - - o W _ U U DRAWN: w F— w w o Cl) >- o H H ' z z CHECKED Jz7W pz - � w u DATE. SEPTEMBER 24,2015 Q � Q w Q �- // 0 Lo J L bo FILE NAME: d- c� Q i- Q 0 L� REV: II x X w w REV: ,d• d. N N 0 O01-1% 09 N m CV m W Cr lJ� .._ OU 0. OU I H" Q' J Q J PROJECT TITLE: �C w w LL w I,_ w , w LL L/) CAPE CODDER RESORT IQ ................ _. -- --- 12251YANNOUGH ROAD HYANNIS, MA ... .. . ....... oc w I- Q • I —1 w LLI cr_ : : : LL H LL L-.. `. Q J 0 cc DRAWNCx H H H G W O J (n _ N CV I— Q Q � II LL Ll EQUIPMENT 0o a NOIlDnS VVI C� DETAILS 04 o <t O cn Z � o : f; o � L IL o � � � 11, Q Z `. It II W H H H . w w O �-- H Q W U w Q 1 w Q I— w Q . � LL I- � J I I J Q = o _ Q � 00 - UJ w cn . U Q II : U) ... ALL'U 0 II `) I.J.. w W w �` z U Q I-r W � J w O <C _ 0 * 0V o m P�4 Ix O w � Qww _! J Z w w W W � _I _j J Q SHEET: OO � �- _ _ _ - C�: CL 0- LL LL LL m FIIIion Associates, Inc. - - _ - Providing aquatic solutions with dear results since 1987 F A O MING ALL OTHER PO BOX14518 EAST PROVIDENCE,RI 0291.4 800-776-7665 GEYSERS FEATURES FT IN _ - TRUETRUE UNION UNION "All: �� 11 TRIOGEN UV SYSTEM TYPE A . x 12 . 6 BALL VALVEBALL VALVE CONCRETE DECK BYPASS INTERNATIONAL NO' TILE DIVING ICON ALIGN sTAMP: SOLENOID VALVE UV BYPASS DETAILa . TRUE UNION NO NO DIVING _ I 11 11 11 11 P BALL VALVE TYPE B . 6 X18 SCALE: DECK LEVEL GRAPHICS TILE w/ 4< MIN. BLACK HELVETICA LETTERS PROJ. ,NO: SPRAY ON WHITE FIELD. TILE FINISH SHALL BE NON - DRAWN. 10 GUTTER DECK FEATURE PIPING SLIP. SURGE TANK. CHECKED: DATE:. WATERLINE GRAPHIC S SEPTEMBER 24,2015 VINYL STICK-ON w/ 4 MIN. BLACK FILE NAME.. HELVETICA LETTERS ON WHITE FIELD. REV: REV: Fa I �� PROJECT TITLE: 10 MODULATI NG G VALVE CAPE CORDER RESORT 1225 IYANNOUGH ROAD t HYANNIS, MA ii 12 ANTI-VORTEX 1 SOLENOID VALVE �f , r PLATE 10 MODULATING VALVE 4 0 SHUTOFF VALV DAnw 0- 10" GUTTER EQUIPMENT Q DETAILS 0 10 GUTTE R 0 10 MODULATINGVALVE L MAKE UP WATER DETAIL SURGE TANK DETAIL SHEET: 12'-0" RENOSYS PVC GRATING OVER ENTIRE SURFACE 12" 10" 0 1211 2" 11 12 �- PLAN VIEW STAMP: 12" WATERSTOP FLANGE 8" SCH 40 SOC x SOC COUPLING FRONT ELEVATION (TYPICAL OF 2) SCALE: PROJ. NO: DRAWN: CHECKED: 4" DATE: FILE NAME: REV: a 4 it REV: 4'4 a 4. v ©d WATERSTOP FLANGE GRATING PROJECT TITLE: � FIBERGLASS TROUGH ' CAPE CODDER FIBERGLASS CHANNEL ,4a 4a� 4 a4 RESORT a � 4 4 d 4 . 4 4 a 4. ` 1/2" ALL THREAD LEVELING ROD 1 g N 1/2 " DROP IN ANCHOR 4 ° d 1225 IYANNOUGH ROAD PVC TRUNK LINE 12" HYANNIS, MA 4 a 4 n Q 4 CONCRETE WORK SLAB a 4 v { 4 d d 4 d 4 © < 4 4 4 4 d n 4 d4 DRAWING: 4 4 4 4 4 4 4. 4 1 EQUIPMENT 4 q d 4 d d° d 4 DETAILS � • •,� . Q" a 4 ° 4 4 4 n TYPICAL INSTALLATION 4 ° 4 d NOT TO SCALE GUTTER DETAIL SHEET: f f P� 6 1 _. - - : ,. 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DSF30X36 FLUSH ANTI-ENTRAPMENT COVER - RATE IS DESIGNED FOR FLUSH MOUNTI NG ON A ,' G T M NSIONS 30'X36'W TH OU SIDE DI E 1 X3 LEDGE I . P IMENSIONS OF 24'X30' . D INSIDE SUM D AN A . A A A A A . MATERIAL OF F RAME TO HE 12 GA. 304E S/S NG ❑ BE DURAGRID I 4000 FIBERGLASS GRATI T I 3 6 S/S 1 WHITE HARDW ARE TO BE 1 -- -- -- -- B . L WRATE AT 1.5 F.RS, 1294 GPM RECOMMENDED F ❑ : : B ATI N B FL❑OR AND WALL APPLIC ❑ S R _- . "✓ COVER HAS 277 S❑. IN, ❑F OPEN AREA AND IS = �3" �* ❑ F ❑❑R APPLICATIONS O 1O CERTIFIED FOR 2,080 GPM F R L O O APPL CATION S ® 1 AND 2,056 GPM F❑R WALL I O O 1 O, _ . LEDGE B . GROUNDING TA$ INCLUDED _ S/S FASTENERS 10 TOTAL LEDGE' B. DIMENSIONS "DURAGRID I 4000 S FASTENERS 8 TOTAL VIEW B-B SLOTTED OPENINGS H S/ SEE I T 8 STENERS 10 TO AL 30 X 4 GRATING S ON _ S/S FA _ _ -FIBERGLASS DIMEN I S DURAGR ID I 4000 DURAGRID I 4 000 LEDGE EE VIEW H B_ S ,, 3 '' 7 e -x 2 >� • IEW B B PENINGS PEN AREA �6 SEE V SLOTTED 0 75/. ❑ E 30 X 48 RA NG > 3 , FIBERGLASS GRATING FIBERGLASS G TI I SIGNS D MEN e xz 5:, _ 36 I 7e X 23 , 1 P N AREA 37,5/. PEN AREA SLOTTED OPENINGS 37.5/. ❑ E 30 X 96 ❑ e 25' ' 36 X ' 1 7 @ X E3 24 @ X 25 :: MP WALL VIEW A-A ' VIEW A-A SU F OX48 FLUSH'ANTI-ENTRAPMENT COVER SUMP WALL 24' X 42' DS 3 F 8 FLUSH ANTI-ENTRAPMENT C❑VER DS 30X4 VIEW A A _ F .FLUSH MOUNTING ON A' 24 X 42 GRATE IS DESIGNED OR SU WAL TH.❑UTSIDE DIMENS IONS 30 X 48 _ NTING N A , 1 X3 LEDGE WI STAMP. kATE IS DESIGNED F❑R FLUSH MOU 0 - 'G 24 :X 30 , ,_ - AND INSIDE SUMP DIMENSIONS OF 24 X42 1 X3 LEDGE WITH OUTSIDE DIMENSIONS 30 X48 •- - Ya 20 BUTTON HEAD - - - .- ya 20 BUTTON HEAD • Y 20 BUTTON HEAD -: Ya 20 BUTTON HEAD : ':CAP SCREW - ' S ❑F 24 X42 .. -. - -: CAP SCREW : : � .., - I .. _ _ •_ _ AND INSIDE SUMP DIMENSION - 20 BUTTON HEAD' CAP SCREW -. , E 12 GA. 304E S/S y 20 BUTTON HEAD ya .. ...CAP SCREW. .:.` . .- ': .. : .MATERIAL OF_FRAME TO B ;.: _ - '�:.. DURAGRID CAP SCRE W CAP�SCREW DURAG RID - RGLASS 4000 IBE G DURAGRID I F" DURA RID ', - TO BE R RI _ GRATING I- AG D OV R FRAME_i FR ME _ S/S C E ' I 4000 A R AL OF-FRAME T❑ BE 12 GA. 304E S/S S/S COVER A I 4000 M TE I R RAME - ' R RAM - S/S COVE F . ' -a p -.: . •. �.. .' DURAGRID DURAG ID S/SCOVER F E I 4000 I 00 .. _ _ GRATING TO BE DURAGRID I-4000 FIBERGLASS FIBERGLASS FIBERGLASS 1 WHITE HARDWARE TO BE 316 S/S S/S COVER FRAME I-4000 S/S C❑VER FRAME I 4000 � FIBERGLASS � FIBERGLASS � - POOL WALL -POOL WALL 1 �. ... '' : '� ;-� - � :.-: - . ,. POOLWALL 1 POOL WALL - - - 4, GRATING ..:GRATING WHITE HARDWARE TO BE 316 S/S S 1 GRATINGOR FLOOR S '. FIBERGLAS GRATING -OR FLOOR ., _ FIBERGLAS OR FL❑OR 8 NDED LOWRATE AT 1.5 F.P.S. 1822 GPM. POOL WALL 3 OOR RECOMME F POOL WALL .OR FL 11 ': ::. ... ,.: . : OFIb" GRATING !r1 GRATING - _ `'� DR FLOOR P ICATIONS L WALL A PL F LO❑R ND O fL0 11 A 6 - . . P 1822 GPM WRA E AT 1,5 F, .S�REC❑MMENDED FLO T .. a .._.-.- '. �.. �JI a ... .'. a ... d ..•,•.--" .. O. I. _ Y P TIONS . . ..d , FL❑OR AN D WALL AP LICA 6. ., _et .- 1• :. 111' ,:• .1 C❑VEI2'HAS 390 SQ. IN, OFl•JPEiJ..AREA AND IS n ' . -.. - - a e _ AT NS .e PPLIC I❑ CE TIFIED FOR 3 589 GPM F❑R ICATI A V .. L_ R _ a 1 1 FOR SINGLE ❑R MUL TIPLE DRAIN USE r 11 ..N. OF OPEN.AREA AND IS _ J__ ., ._8 C❑VER HAS 390 SQ I a a .� CA IONS a r ALL APPLI r: 2398 GPM FOR W T AND AT IONS U I❑N ❑UTLET LIFE 8 YRS a ,. �_ CERTIFIED FOR 3589.GPM.FOR FLOOR APPLIC I .a SU$MERGED S CT .. _ 4 �. -: ya 20 sis.NUT d :.'"~ Tt.�...... ...:, AND 2398 GPM FOR WALL APPLICATIONS a d FLOOR 2080 GPM WALL 2056 GPM d < e WITH S/S /. ING TAB INCLUDED WITH S/S MM e _ GROUND '� a _ llUs�® DROP IN e .d Y, 20 S/S NUT _ ,- y DROP IN EUREKA MANUFACTURING COMPANY DSF30X36 - : R CAP a Ya 47 PROTECTOR CAP _ a -a PROTECTO e. A.. a a, a .. .e ANCHOR WITH-S/S L. —GROUNDING'TAB INCLUDED a 'a. A C _ 20081r a G e e ', R P IN a e NSF 50 ANSI/APSP 16 V B y D Oe a ., V. PROTECTO RCAP e .. a :... i e e e - °. SUMP WALL NCHOR USE�.o A MP A E DRAIN �. \a SU V LL R INGLE ❑R MULTIPL b FO S * ti`y� A a , , ; •II ' e •: :: .' '-. - ,:. :.. SUMP WALL : 24 X 30 SUMP VALE- 24 X 42 _ �- II 4 1 1 SUCTIDN OUTLET LIFE 8 YRS E II 99 III,I lIp. SUPWALL 1 111 11 SUBMERGED 'tis tl M � d 2 � 1 42 �' F❑R SINGLE ❑R MULTIPLE DRAIN.USE 11 24 X 30 ENLARGED VIEW ❑F ETCHING t � 24 X (� • 11 111 a 11 FL❑OR 3589 GPM - WALL 2398 GPM • 24 X 42 SUMP WALL ,: d 2.. �' 2 Y _ . IN ; 1 M 1 YR❑UTL T LIFE 8 S 4 MIN SUBMERGED SUCTION E S TER HEIGHT I ,15 UU��®1 ETCHING LE T, 4 4 X 42 UFA URING C❑MPANY D SF30X 8 2 EKA MAN CT E R 1 U 1 d A 398 G M FL❑OR 3 589 GPM W LL 2 P MI 2006 MM NS F 50 . ANSI/APSP i 6 VG$ ® _ SUMP INSTALLATION . O _ CONCRETE-. :. .CONCRETE SUMP INSTALLA I N � VIEW H B y EUREKA MANUFACTURING C❑MPANY DSF30X48 VIEW H H S/S SUMP INSTALLATIDN VIEW B B T VIEW H H S/S SUMP INSTALLATION � [: V B 2008 NSF 50 ANSI/APSP 16 G N : � F THING ` W - /s SUMP INSTALLATION VIEW B-$ CONCRETE SUMP INSTALLATt❑ R IN RRECT INSTALLATION F R INCORRECT INSTALLATION ENLARGED VIEW ❑ E C I VIE H B s THE MANUFACTURER ASSUMES NO LIABILITY FO CO , THE MANUFACTURER ASSUMES NO LIABILITY O ., , � is s I,' ETCHING'LETTER HEIGHT IS .15 ,_ RE CT INSTALLATION ENLARGED vlEw ❑F ETCHING SU P MISUSE OF THE PRODUCT OR INCORRECT WATER CHEMISTRY ODUCT OR INCORRECT WATER CHEMISTRY ;. THE MANUFACTURER ASSUMES NO LIABILITY FOR ICOR C AN INCORRECT M AN INCORRECT SUMP,MISUSE OF THE PR �,, s' _ E F THE PRODUCT OR INCORRECT WATER CHEMISTRY "ETCHING LETTER HEIGHT IS ,15 . AN INCORRECT SUMP,MISUS O , ,, SCAL E: _-._.___ .._.._ . 30 • SUMP OUTSIDE PROJ. NO: . ' TIDE ' 30 SUM P ❑US 15 15 1 1 $ . . 15 30 SUMP OUTSIDE _ 15 6 � - DRAWN: 15 ' 15 ' 11 6 8 411, 6 411' . $ . , ' , CHECKED. . 41 ' _ a. - a DATE: . SEPTEMBER 24,2015 4' . 1s 1 NAME: . 3 FILE 1 21 13' - --- 12' 21 12• REV: 12• 3 6 SUMP 1 REV: - --- OUTSIDE / , \ \ r\ i / 1 / \ / \ _ems I \ I C\1 _ . \i / \ -. 1.. _ \ ' 48 1 c ' _ _ __1_ \ 1 \ 14 I \ SUMP 14 -r- 1 _48 1 1 ❑UTSIDE "`l SUMP 14 -_ _ 2 TEST \\:' I ,.l 1 P y , ❑UTSIDE IN) STUDS \ / (USE \ �716 1\\ I \mil - \\ / GRATE AS A . \ / .I \ / PROJECT TITLE: . 06 USE \ TEMPLATE) \ RA E AS A _ \. / G T \ . o \ / \ --- 3 \\ / TEMPLATE) 1 \ 4 . ' R ,_ __, 3 2,89 CAPE CODDE _ 11 II 1 8 _ 2,89 2,89 1.7 5 GR ATE AS A Q TYP Ell' 1 1\ESO _ 1J5 TEMPLATE) 1,75 - . 13 TYP TYP 1.11 1 ,' 1, 1 !. 1 _ 1 i 13 a .. 4, . . S/S NUT ., �4 PROTECTIVE 316 S/S R OVER ' / NUT a S/S NUT COVE I/a S S a , Y S/S NUT - 2 316 S/S PROTECTIVE CAP 316 S/S a 1 2 IYANNOUGH ROAD o _ . . PIPE 1 LG. 2S ` T AP: 4 3� S/S EC IVE CAP PR❑TEC IVE C PR❑T T - - AND 12 GA. CAP _ NO LEAK FLANGE S/S PIPE V LG. HYANNIS, MA 41 . 2 S/S PIPE 1 LG, SIDE PANELS; : FULLY WELD T❑ SUMP WITH GROUND'LUG 16 ' A, CAP P 1 AND 12 G '.AND 12 GA, CA @ 24 X29 TALL - ' ❑UTSI DE DIMS 2 i1s MIN 1 , T SUMP LD T❑ SUMP F ULLY WELD ❑ FULLY WE 28Y X34Y 2 @ 30 X2911s TALL - a a SUMP WALL SUMP WALL SUMP WALL SUM P LEDGE DETAIL . . _] EDGE bETAIL SUMP LEDGE DETAIL :- SUMP L FIT GRATE TO SUMP FOR : _ 4 31 AN EXACT FIT OF THE MP ❑R E TO ,SUMP FOR :FIT GRATE T❑ SU F FIT GRAT ❑LTS , 4 AN EXACT FIT ❑F THE PROTECTIVE MOUNTING B AN EXACT-FIT ❑F THE - . . - C❑VER ❑VER B❑LTS :.. _7 MOUNTING B❑LTS , - MOUNTING : PANELS�_ � SIDE 2 PROTECTIVE S/S NUT .. , 1-, _ TALL C OVER OVER - 2 @ 24 X16Ifs `' ! . . IDE PANELS TALL : /S NUT S 2 2 @ 42 X16 3is I'4 S : _ r_ 1 NO LEAK.FLANGE ALL 2 @ 24 X16 T _] Ks -. - 711 • ,116 18 2 @ 42 X16 TALL- A E ANGE Ifs OUTSIDE DIMS NO LE K L 8 • j , WITH GROUND LUG 16 - 28Ya X46Ya �g (16 MIN if 18 _J ❑UTSIDE DIMS 'MIN) ' TEST(161' _ 2 a - _4 - - 28 X 6 a a , _� l _ STUDS 1 DRAW�IG 2 TEST STUDS n n n n n RWISE NOTED . I 1 . 1 1 MATERIAL UNLESS ❑THE SUMP INSIDE" 11' S STEEL .:. 4 TO BE 12 GAiTYPE 304 STAINLES ,,- , - : PING /S II I I. II I II 2 COU L 10 S IONS 1 1. WA L DIMENS mII aI L. F'1 n n MATERIAL UNLESS OTHERWISE. NOTED L UMP INSIDE N- , 11 11 1I II II I FLA T❑.BE 24 X30 T❑ BE 12 GA. TYPE.304 STAINLESS STEEL NOTED WALL DIMENSIONS MINIMUM 16Y NEEDED FROM BOTTOM ❑F MATERIAL'.UNLESS OTHERWISE , 1 4 SUMP INSIDE 70 BE 24 X42 GRATE TO BOTTOM OF THE SUMP ME SIGNS TO BE 12 GA. TYPE 304 STAINLESS STEEL WALL DI N 16 NEEDED FROM BOTTOM OF INIMUM I'M a , , 4 NT 1 E TO BE 24 X 42 BOTTOM ❑F THE'SUMP . E UIPM RATE TO Q G MINIMUM 161'a NEEDED FR❑M B❑TTOM OF I RATE TO INSIDE OF 10' PIPE G ' S FLANGE 10 S/ DE TAILS` ' /S FLANGE 10 S . . . . . . .- . . BOATHOUSE PUMP MAIN DRAIN - FILTE R PUMP MA IN DRAIN SLIDE PUMP MAIN DR AIN DESCRIPTION DESCRIPTION - DESCRIPTION . TE - 1 000 GPM _ FLOW RA _ _ OW RATE 1 820 GPM FLOW RATE 1 210'GPM FL , 30 X 48 _ „ MAIN DRAIN SIZE MAIN DRAIN SIZE 30 X 48 MAIN DRAIN SIZE 3 0 X 36 FACE AREA 390 SQUARE INCHES _ SUR A SURFACE AREA - 390 SQUARE INCHES SURFACE AREA - 3 277 SQUARE INCHES O VELOCITY - 0.8 PER SECOND _ R SECOND 66.7 /0 1 214 VELOCITY 1 .0 PER SECOND VELOCITY 1 .4 PE , II I. III . 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CE RI 029 1 `' AST:PRO V DEN E 800 776 76 65 DSF 4X24 FLUSH A T -2 N I ENTRAPMENT COVER DSF24X24 FLUSH ANTI- NTRAPMEN COVER GRATE`T❑:FIT INSIDE AN EXISTING'24' X 24' E T CONCRETE OR STAINLESS STEEL SUMP ` •: II GRATE TO FIT-INSIDE AN EXISTING 24 X 24 ` 23 ' ,I. II CONCRETE OR STAINLESS STEE SUMP II II II II _II II III II MATERIAL OF FRAME TO BE 12 GA. 04 • E L 3 L S/S 23 GRATING TO BE DURAGRID -4000 .I I FIBERGLASS MATERIAL OF FRAME TO BE 12 GA. 304E S/S ' ' E . V WHITE:HARDWARE TO BE 316 S/S : _ GRATING TO BE DURAGRID I 4000 FIBERGLASS - A • WAR A L WHITE HARD E TO BE 316 S/S GRATE HAS 165 SQ. IN. OF OPEN AREA AND - A A IS CERTIFIED FOR 555 GPM LO❑ N Y . F R ❑ L GRATE HAS 165 SQ. IN, OF OPEN AREA AND _ IS CERTIFIED FOR 555 GPM FLOOR ONLY 5 AT 555.GPM WATER THROUGH THE GRATE IS F W NG A 1,0 F P - L❑ I T 79 EET ER SEC : AT 555 GPM WATER THROUGH.THE GRATE "IS B FLOWING AT 1.079 FEET PER SEC L GROUNDING'WIRE INCLUDED B ` GROUNDING WIRE INCLUDED ®°e� -u. -- B ® m . DURAGRID I-4000 `: U _ __ B FIBERGLASS GRATING' _ . RA R 40 0 DU G ID I 0 7 % PEN A EA 3 ,5. ❑ E R ' SLOTTED OPENINGS ' :FIBERGLASS GRATING 7 @ ' X 20' 37.5% OPEN AREA SLOTTED OPENINGS 5 @ • X 1 21 � h 7 @ 0 X 2 15@ X21 _ VIEW A-A VIEW A-A . ST AMP: Y 20 BUTTON HEAD V• 20 BUTTON-HEAD CAP SCREW CAP SCREW Y'-2b BUTTON-HEAD Y'-20 BUTTON-HEAD DURAGRID DURAGRID CAP SCREW C SCREW M -S/S COVER F A S/S COVER FRA E I BER I BER DURAGRID" DURAGRID F ER ASS FIBERGLASS IH GL S/S COVER FRAME- - S/S COVER FRAME - GRATING ❑ I I 4000 I 4000 PO❑L FLOOR PO L FLOOR FIBERGLASS _ FIBERGLASS GRATING I G GRATING _ POOL FL OOR OR POOL FLOOR O T F M e . i n a s 1 a ii T 9 - 6 . a 1 . r c a , H o 1 e T FOR SINGLE ❑R MULTIPLE DRAIN USE 8 °a I, SUBMERGED SUCTION OUTLET I F R SING E ❑R M LTIPLE DRAIN US O , .. r 20 S/S NUT .. ❑ L U E 4 e F LIE 8 YEARS FLOOR..ONLY 555 GPM : � ,�..., ""'SUBMERGE SUGTIDN ❑UTLET WITH S/S . D _ d° a , (�l ,,tr 20 S/S NUT R KA 3' _ , Y DR❑P IN EU E MANUFACTURING COMPANY DSF24X24 4 �\\ F YEAR FLOOR NLY 555 PM e PR❑TECTOR CAP , a LIE8 S ❑ O G A - _ _ _ WITH S/S 'ANCHOR NSF 50 . ANSI/APSP_16 VGB 008 . e _ a 2 PROTECTOR CAP 4 DROP IN EUREKA MANUFACTURING COMPANY DSF24X24 • e T n ANCHOR a a F / P P 6 V B 2008 w 'SUMP WALL a NS 50 ANSI A.S 1 G MP WA L e SU L 1 ' ENLARGED VIEW ❑F ETCHING 1 1 1 t s-'1 z xz SU WALL $ • SUMP WALL „, ► ETCHING GETTER HEIGHT IS ,15 , MIN I 21 X 21 Y ENLARGED VIEW OF ETCHING 1 i 21 X 21 gg-1 �C MIN .'ETCHING LETTER HEIGHT IS 15 _ _ N N T VIEW B B S/S SUMP.INSTALLATION VIEW B B CO CRETE SUMP I S ALLATION: _` - . VIEW B-B S/S SUMP INSTALLATION VIEW B-B CONCRETE SUMP INSTALLATIDN . T HE MANUFACTURER ASSUMES NO LIABILITY FOR WCORRECT INSTALLATION . r THE MANUFACTURER ASSUMES NO LIABILITY FOR INCORRECT INSTALLATION ' AN INCORRECT SUMP MISUSE OF THE PRODUCT OR INCORRECT WATER CHEMISTRY r r AN NCORRE T UMP'MISUSE OF THE PR D T R N RRE EM . C S O UC O I CO CT WATER CH ISTRY SCALE: , s PROJ. NO : . ' . 24 SUMP . U ❑UTSIDE WN: 24 SUMP OUTSIDE �6 DRA i6 r . CHECKED: 282 2 i DATE. R 24 2 15_ EPTEMBE 0 1, S 10 FILE NAME: 10 10 REV : 19 (USE 24 19 (USE 24 ` .�I I I�I_�.Ij.�LI��,1-II,I:1 III�1�1�.1.I I II I1 33 + -1I J'I.."I��I-.I,.I I.,I 1�I-1'"-,l,,:�,1,1:I1I�.I�, R T AS �6 GRATE AS SUMP G A E SUMP TEMPLATE) REV. UT IRE TEMPLATE) ❑UTSIDE ❑ S 2' TEST 2' TEST STUDS STUDS . _ Ir , a 0 i R JECT TITLE. • P O 1 5 , , ,2 2 `, 1.39 I 13 b CAP E CORDER TYP TYP . . GR❑UNDING LUG ❑N � C S RAT J �6 y U E G E GR❑UNDING LUG ON N CUSE GRATE 4 • N❑ LEAK FLANGE AS A TEMPLATE) 4 � ` A E A S A TEMPLATE)N❑ LEAK FL NG 1100 RT 1,00 11 1 RESO _ PROTECTIVE PROTECTIVE COVER OVER COVER OVER Y S/S NUT S/S NUT a 4 a �' S/S NUT 4 a 4 S/S NUT 316 S/S 316 S/S ANN GHIRO AD 122 IY OU 2 • PR❑TECTIVE CAP 5 PROTECTIVE CAP _• 10 N0 LEAK FLANGE 1 NO LEAK FLANGE SO .SIDE PANELS 4 @ 2 4 SIDE PANELS 4 @ S/S PIPE i LG. S/S PIPE. 1 LG. - MIN ` ❑UTSIDE DIMS 1 AND 12 GA, CAP HYANNIS MA MIN • . 21 X19 3f TALL ❑UTSIDE DIMS 1 AND' 12 GA,:CAP 21 X19 TALL 25Y X25Y 4 4 `: W TO SUMP 25 X2 5 FULLY ELD Y Y 4 4 _ 'FULLY WELD T❑ SUMP s 0 0 21 O O SUMP WALL I 21 SUMP WALL . 0 O . O O - + . SUMP LEDGE DETAIL SUMP LEDGE DETAIL G O O FIT GRATE TO SUMP OR O O FIT GRATE TO SUMP FOR F 6 AN EXACT FIT ❑F:THE • i 6 AN EXACT FdT OF THE _M❑UNTING BOLTS ❑UNTING BOLTS 0 -O M _ _ ' O _ O � r . SUMP INSIDE . . SUMP INSIDE. 6 S/S FLANGE 2 COUPLING . WA DI S ❑ 6 S/S FLANGE 2 C❑UPLING WALL DIMENSION LL MEN I t\ T B X21 . TO BE 21 X21 ❑ E 21 WIN DRAG G MAT IAL UNLESS OTHERWISE NOTED MATERIAL `UNLESS OTHERWISE NOTED _ ER . TO BE 12 GA TYPE 304 STAINLESS STEEL TO 12 GA. TYPE 304 STAINLESS STEEL . BE MINIMUM 10 - I Y' NEEDED FROM BOTTOM ❑F. MINIMUM 10 NEEDED FROM BOT TOM ❑F a . Y ' a ` GRATE T❑ INSIDE ❑F 6 PIPE- . P GRATE T❑ INSIDE ❑F 6 PIE E UIP MENT _ _ Q D ETAILS I. .. - . . I - : I .. : - / - ` _ : ,. 0 P P MAIN DRAIN FEAT RE UM . 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I � I � I - 11 � � 11, ' -- ' ' I -I-- I . � � I I I I I I I � I I . I I �' ' :/�� � I � � � I . I . I .1 I I I I I I I .1 . I � � I � . 11 I I I . I , - , I - I I � I I I � I I I I I � I : �-"' - � ' � I - I I '1'1�",1- , 11 I I : - m �� � -= . z I (f) ;::;; , , � �' '�� ' , I I C"I* I I 1 50 , : , W , I W , mm \ I I '- 1, I I I ell- - I . I v- I I I I . 1 . . I 1 . 1 - I 11 . . , I I I 11 . . :,' - � . 11 I 11 I I I -1 �� . . � - I . 10 . '' - I I.- � I ,'r . , I '' -, �, I L -- . I I I ' I . 11, I I I � I - I I - I I � � I I I I � I I I , - I � ;t U) I �'- " .. I � 1, I 11� I 'll , -- I 'A , I . - I I I I I LL �- 0 6 I I I - >- I I - ' " , ' , '' . I .�"� I 1, " '1- - � I � - � . � . , � 11 � � 11 I I - 11 � - ,' , I � - 1, �' 0� Z' � � I 11 C) I '' I � . I I " I �111 . I ' 'I'll, "I I � I �'� -�� sa-1-4-7 11 .1 I I 11 I . >- - .� I I I ''I � I 1, �r' � " � �": .�-� ''I - � - I I' ' I � --- .. I I I . � 11 � I I W . I � 1� I - . I � . - 11 �� �' /��00 , � . PROJECT. TITLE: I I , � I I I � 11 I'' I I W I I � � I I I �- , r I I I� . I I 1 I I I � I I � 1 , I � I � 1. 11 . I " I � I I � - . � I 11 - I I . ' I I � I 0 1 ,- I . I � < 0 1 � I I � I � I J � . I � , W I ,� . too0j , , ".. � . . � - 1- I I Ir . 111 , I ,� 111-111 '--i- - I I I 1 I � 11 I I W . � I I � � I - I �'- I., �, � I I � I I I (D , 2 , I � �� Of I I . , I I I . I I I 1 ;� �':�, � . - I � I . I . I , - I I I � � I � 000 11 � . I � I I . I I . . - . I � 11 - I I ,� I 1� 11 � : � I . I .11 I I 'q I I.- �� I - � "I - 0 � . . I � I I . - I - I I \!Loll/ . I � �' I . I :1 - I . I 11 x W I . I I I � I I 11 , J I . . I 1� � �- _2 1 1, 11 I I � I I I ''. . � '� " I - � ' ' 1 �- I - . 1 13: 0 : 0 2 1 . � : I I � I I I - - - I I I I I � I . 000 , I r 0- , � I I . ." v, I I� � .1 I - I . I . � I I I I I I I � � I I I , � "; - I I - 0 � 1 - I, I '' I ' ' . - � W , I I I , � I I I I 1 . . I . I . 11 U) � '' 111. .1 I (f) 11 .z , I I I- I I . I I i, . . 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I . � I I I W I � � . 11 I I I I I � � I � < 0 � � � W , - I � I I . I ''I . . I I I HYA . � I � I 1. I � - � � . I I I . I 11 I I I in , � I I I � I � ,� I � I . I '' . I - I � I I I . I � � I r' 1- � I - . , I I . I I , I I I � I I I I I � I :1 I . , � � . . � I � � � I � I I . I . �. I � � � � I . I I I . . � I � . �' I I - I ' 'I "I " � 11 � - W I I I I U- < 0 � U- I I j . - - � I � " I I .- I � � I . . . I - I . I - I . � , , I . � I � I I . 11 � - - " I I 11 '' I 1 . 11 I -, '� - - - I � (9 UV BYPASS . I I I I I I I I I I I'll I I 1. I LLJ -J I I �� - I I J I I I I � - I - I I I I I � . I . � I I I I I I -� � I ��'zn �' It 1 11'�2 - � . � I 11 z . I I I I I - .. � 1 2 0� 2 W N I - I I : I � I I � I I � � . -" I., I . �' I I 11'j�" / ," :"X � I I I < I � I I 11 I � � 11 I 1, � - I I I I N � >- LU I 1, I I 11 I !' . .1 I I � I I I", 1 I 1.I., I I . . 11 .1 I I I . - � I . I I I I I I I - ' . � I , I � I I - "- I , - -.1'' I I I � m I � I 11 I I . 11 . I I � .. � 11 . I I I I 0 :11- , , 0 , F", 0 i I ' -I I 1, . I . I I I . I . I I � I . I I �I " " 1 � 11 11- I . 1,1111.11 " . ' ' I � I I - . I I I � I I - I I � I I I � I I , I I I . . � r ,� I I I I � ' I '' I I . I I . I I � . I � I I � I 1 . 11 . I I I � � I 0 . . � I I � - :" �': 111- 11 111- i I . � L) I I I I I � � , I U-1 LL I I - I I I ' ' I I" "::,., I I I - - � I I � I �I I I �I � � � I 11�111'111" � � I I 11�;� I 11 , - I I I I dga-�ftb - - I I x co I I . I I I . I I . I I I � . . I . �-' z , �-� z () - � I ,� . �� 1. I I . � I I . I I I 1 - 11 � I I I 1� 11 11 - I W U) � 11, � � 11 I I � I . . 0 I I . I . I I - I I I I I I I I� � I' ll I I I . � � � I � 11 I � . I � . � I I � I I . 1, I - 1 ' 'I '' , I I � I I � I I � . � I I . - I I I� � I I I I I I I I I I I � I . I I'll - � ''. I �:� � � " ' 'I � . I , I . I I I I � . I - I Z) 0 , " Z) 0 . 11 11 . I � I I I - � I . 11 � I I � I I � I I - - I I I . I - - I � . I � I I I � I . � � I . I I I I I I '11, I I I I � I I I � � C<L , , I . . . � I I I � I . � I . 11 . I I I � I I I �' I 11 � '� 11 I I � - . 1. . I I . I I . I � I I I I I I I I I I - I I . .' � I � I � I I .11 . � - I > � I . I . I I I � . - � . I . . � �, I � � � � . I 11 I I ' ll 1-11 I 1-1 -'- I 11 = I I . � I I . � 1 - < 01 I < (-) I . I . . I I I � I I ; -j I � . �' . I I I I .� I I . -'-� I I - - 11 � m 0 11 I I " I . I � I I � I I . I 1 . - , I' ll , I � . I - I . � � I I � I 11 I . 11 I 11 I '�- ,� - " � I I . I I � I I .� I . . � 11 � - - I 1:1, 11 , � 111.111.........� I � I I I I . I . I I I I - '. . I . � � I I I'll I I 1-1, I I � ��';- �'"��' I I I I I , . � I I I I I I � - I � - I - I I � I - ,� I I I . � I � �' I I I � , . I 11 I I . I I � 1, . I I � -,' ' , 11 1 � I , . � I I I � . � .11 . . . . I li . I '��' ,% I I - I , :- "" � , . I � I � I � �,,,,,", ,� I I r � I I . � I 11 0 � I I I '- 1 I I I'll i� � I � . . . . I - I . � 11 : I 111111-1�1�" I � � I I � 1. . I I I 1-1 , '", . . I I I I � I 11 - ' � ';!" I I . I I I 11 ". � I I I I I . . I I I I 11 r- I 11, - '.'��. I --- I I I I I I . ,;. � -I I -I i, W , , I . � - � � ----- I . � � I � I � I 1, I I ' ' ''I'll., I 11 - ,� I I I I � . I � I 11 I , , , -. . I I I � , , . - . � I I . � I I I I I I " 11 I ' ' "'', :; m � . . I . I I I I � I � � I I I z I � 1 ��/ ' ' ' I - ' I � I I �'L � - � 1 : �' I I : , , I 0 : 11 r' � I , 't �-: I % I I . I I I . I - I I � � I I � I I I I I . � . I r � I � I I . I � I i �' , 11 I I I � I . � . I I . . � I I I I 0- '� .1 � I �' :- -�o . I I"�' I 1� � . "�� - �� W EPD HI-RATE SAND FILTER � I ' ' I - I I I I I I I ' ' I I 11 I I e - I � - I I I I I - � I �' I I I - 10" INFLUENT . .. � I 111. 11 - I : I ., . I I I � � I . . I I 11-1 I . 1, ' ' - I I I I I I . 11 I 11 I 11 , � I 11- � 11 : 1 � I . . I � ,� I . r, I I I I 11 I I I I I I � r � - 1 4 1 . I I I I I I . . , . I � I I � . I 1 I I . : I ;� ,, I I I I . 1�1'1�z'�' (D I I I I � � � � I I I . .1 I I . � � - ' ' . 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' � 0 � I I .1 I 1 I I 1- , � -- ' , � 11 . 1 � I I � � I I . I . � � I � . . I - . I I I 11 I I . - . I I ,' ' � , �i ��"'-':- � 11 � I � I � I I I I I I I I I I I I I I � . I �".' I I I 11 - - I � I � . I . I � I � � I I . I I . . � I I I . I . . I � . I I I .1 I It I I I I ,,, , - ' � . I I I � �- � - 11 1- L I'll -1 I � I . - I . I I � � � . I � I I I I . I I 1: I . 11 I I 11 " I",' ' ' ' � 11 � � � . I I I I - I � � . - . 1 . I I I I . 1 I - I . I . 11 . 1 . I � I I � � .- � -I '�:' - I 1 .11, I - I � . I � I I I I � I I I I I I I I . I � I I I I I I I � t I I 11 - . I . . I .1 I I . 1 . � � ' � 1 . 1. I I I � . : I I - , I I I � . I I I I � I � I I I I . � 1- - 1, 11 I �'� - � I I I I I I . I I � I I - I 11 I - . �' 2 11 I � � I - I I I I I I I . I I � '' . I I . I I I . I 11 . I I � I I � - � I � I - I I "-' �- I I � I � 11 I W 0� . 11 - 11 � I I I 1, I I ,� I li - I � I . - I I . .11 I I :, " - I I . I . � I . � I I 11 I - I i ;�"'- " . - '' li- � ,,, �- z I - I I � . I I I I � I " I I � . . . . I 11 I I I � I 1, - ':'Z.1 ' 11 I I I I . � � I I I I I I I - I I I I ��' - . 1 I I �,'' - ' ' , - == - � � I � I 11 I . . � . I I � I I I I I . I � '111�:N " '�z';::��' I . I � I I � � I I , I W . � I I " � I � I I . I I . � � I I I 11 11; I "I" ,, � I I I W , 1, I . 1. I � I I . �z 11 I I � . . - ' ' I' ll I I � - � . I I I I I 1 . . � I . I I I I I . .1 - I I I " � I I 11 � , , . � . � � I I I I I I I 1: I :1�111 � 1, . - : I . I � . I I � I I I � I I I I I 1 I I . I I �:11� I I r I I I - � I I I . I I 1 ,� � I . - � 11� �. '- I I'� I I I' ll 0 1 r- � � � . I � - I I I � �L 1. � I �� I I - I 11.1 "�- '�-."- I 1 . I 'll �� �� , ''I I -j :== I � 11 I � I I I � . I I � I I .. I 1 . I I . I I I I ,� � I � . I I . 111 . r . :":I I '' I I U- I . � I I I I I I I I . . � - � I I � r . . 11 I � I I � . ,� I I I � I I - , :� I I I I I I 11 � - 11 I I - . I I � 11 I I 1. . 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I --1-------------- I � I I I �' I I I ' ' I - : I r I - I I (y � - � " I :" : � I '� I -------------- --------1--l�-�,-�-,---"---�l--.�---,-�l----------,-- -1-.-'�----.'''--.-- -------- --.----.-1'------- 1-- - I - -11� -- . ----.-�..� ---,--.�,��--,-,'-�-..---,,- ---,--- ---- - -.- ,,-,----- --l-1- � - - - -. 1 - .1- --� - - '-.----- 11 -- --- . -1--11--1.1.------.1'--------,-1--t- --------. --- - , 11 - I -- Fill'o Assoc.iatL Inc, PARTS LIST: , LAZY RIVER PUMP S1 1#22#3J-0 RIVERFLOW PUMP lul TO INCLUDE TEE NIPPLE 5 STAMP. RI ERFLOW DATA BLOC u NSF #1245 & #12456 :r PUMP TYPE ANAL FLOW PROPELLER StTCTIOI�T FL+I ICED 12 P'. PIPE . O 'C DISCHARGE 12 PVC PIPE DUAL SUCTION SCALE: _ ORATES & SUMP 0 1! 511 1 0" COUPLING (EACH) -- 'TEE ACCELERATOR 12" TEE X 3 �411 RETURN 1211 COUPLING PROJ. NO.: WL REF DRAWN: D JAL , , SS'TE P ' ' OI 3PS FLOW RATE ADJUSTABLE 400GPM > 2 450GPM CHECKED: SUCTION V ._... DRIVE ELECTRONIC VARIABLE SPEED . DATE: OCTOBER 5,2015 13OXES POWER 10HP 32 AMPS S FILE NAME: INPUT Voltage 208 Volts, 460 VoltsSingle Phase, Tbree Phase 50 HZ - 60 HZ applications REV: wr REV: 10", 90 ELBOWX 121 RET LINE. -�1 11 SRN! EEPROJECT TITLE: PARTS LIST. SUCTIONLINE _ PER PUMP ,, - CAPE CODDER 12X 10 RESORT REDUCINI ;p 1x TEE BUSHING 1225 IYANNOUGH ROAD 10 12 X 10 HYANNIS, MA REDUCING Tom 1 BUSHING 2 D 25 D RAI N GRATE FRONT SIDE WITH 10tt COUPLING r� 12 . SUCTIO N' LINE 2 ""�, DRAWING: 12 X 10 _ TOP ERDUCING 1I� 7► �t o 1 , 0f 10 �Cl . ELBOW LAZY RIVER DETAILS BUSHING X2 ELBOW 11 ,25 12 T ELBOW .: - ELBO 1 1 22. E1.E0W 12 X 10 REIN BUSHING LA7Y RIVER SYSTEM SUCTI uAw'6N DETAIL SCA LE N.T.S. - DRAWING: zE P � 1 l Pillion Associates, inc `PARTS LIST: . LAZY RIVER PUMP #1 1#21#3 RIVERFLOW .PUMP TO INCLUDE TEE VARIES �I X & 5�! NIPPLE I STAMP: RIVERFLOW DATA BLOCK NSF #1245 & #12456 33 � PUMP TYPE AXIAL FLOW PROPELLER ' . ......................... C DEGREE � SUCTION FLOODED 12" PVC PIPE � p� DISCHARGE 12 PVC PIPE scnLe: WvL DISCHARGE �INL REF DUAL suc�or� MANIFOLD � �--- -- GRATES 8c SUMP ' 20"' X 25" X 10" COUPLING (EACH) PRo�. No.: -------------------------------- �N-- TEE ACCELERATOR 12" TEE X�T (3+�) 4'r RETURN X 12° CQUPLING o'u""" 12"216 � DYSli'+1Y1 PRESSURE NOMINAL JPSI �. . CHECKED: - p ELBO FLOW RATE ADJUSTABLE 400GPIVI > 2,450GPM DATE: OCTOBER 5,2015 � DRIVE J ELECTRONIC VARIABLE SPEED 1 2" 22.5 POWER.GR 1 Vlu L PS FILE NAME: -=----- INPUT Voltage 248 Volts, 460 Volts Single Phase, Three Phase RED: Ei.B0 50 HZ - 60 HZ applications RED: ;0 o RE . URN ------- � SIN u - PROJECT TITLE: -� ------- X10 12CAPE CODDER M � ------- REDUCING RESORT BUSHING 12 X 10 '--� PARTS LIST: RETURNLINE PER PUMP ------- REDUCING 1225 IYANNOUGH ROAD HYANNIS, MA BUSHING � �" SUCT10 LINE . 1 x 12" X 4" ACCELERATOR TEE 12" 900 ELBOW FP"*> 2 x 10" 22.50 ELBOW DRAWING:7 x 12 X 10 RED BUSHING uAzv Riven oeTaiLs LAZYRIVESYSTEMF� SUCTION DETAIL SCALE N.T.S. i. DRAWING P- 11 : ,... 3 FIIIOn Asodates, lnc ., Pr��7F��;ua�a•��S�sltat6.anxuri+Fatt�arrc�azdcy s�r�tet�i�r : - 4 — STAMP: _ 1 PUMP #1 l SCALE: PROD. NO.: DRAWN: _ 1 1 1 t ! 1 CHECKED: li 1 1 1 DATE: OCTOBER 5,2015 FILE NAME: REV: ._ REV. PROJECT TITLE. - CAPE COMER A O R OPINION RESORT Note: Set Return 1225 IYANNOUGH ROAD and Plumb back to pump HYANNIS MA nsuction *7 47, w• a DRAWING: LAZY RIVER DETAILS i a Lla-�zy RIVERSYtiTEM PUMP # 1 L& vAo"" U SCALE 1112 1 .011 DRAWING: i I _ , FI Associate Inc.�IQt'1 1 �s3iz�°�S�sniva8ctniwlahct��aaruuAtgsirurl�?KT Note: Sit Return Fittin First kyo and Plumb .backto pum _ inlocations n� SUCt � STAMP_ „ .+' SCALE: PROJ. NO.: -.. DRAWN. ., CHECKED: r DATE: OCTOBER 5 2015 J FILE NAME. '. REV: 0000 _ REV: IL : UMP #2 PROJECT TITLE: 00 CAPE COMER RESORT 1225 IYANNOUGH ROAD 1001 HYANNIS, MA r r'" - r ' DRAWING: r' 40 LAZY RIVER DETAILS LA7.y' IVERSYS"'TEM DRAWING: SCALE 11/2 Fil[IOIn Associa est Inc. AIEL 31 W-1 STAMP. s i Note: Sit Return Fitting First and Plumb back to perr PUMP SCALE: and i n I PROJ. NO.: DRAWN. CHECKED: (D C OBER2015 5 DATE.. O T , FI LE NAME: '..`_'.^. 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R/C AL AROUND NOTE. r►.►' NOT BARS INTERMEDIATE RA E. 4 TERME ATE GRADE CONCRETE 4 BARS 12 OC EACH WAY EXTRA BARS 4 BARS, INTERMEDIATE GRADE b # POURED 4,000 PSI @ 28 DAYS OR 6 OC LONG WAY CONCRETE POURED 4,000 PSI END OF DAY SPLICES PNEUMATICALLY. PLACED, 4,000 PSI SCALE.. © 28 DAYS OR PNEUMATICALLY 12 CRUSHED STONE PLACED,.. 4,000 PSI _ PROJ.NO.., 6 SEC TION B SECTION A _ - DRAWN. 1 2 — 1 0 '_ 1 2 = 1 —0 CHECKED: DATE: SEPTEMBER 24 2015 FILE NAME: REV: i REV: I - PROJECT TITLE: CAPE COMER RESORT HAND GRIP _ CO NCRETE COPING 1225 IYANNOUGH ROAD 6 SEALANT _ HYANNIS, MA ,.VARIES 6 MINIMUM — - - 21 MIN M M VARIES 10 0 TO 12 0 - 47 CONCRETE SLAB w/ 6x6 10 10 WWM on BARS on - 4 S - 2 OC HORIZONTAL 1 1 2 CHAIRS 18 TO 24 OC BAR 1 H AL & 6 OC VERTICAL / ADJUST -FLOOR REINFORCING TO GET EQUAL SPACING - - - - 00 WATER LINE oo WATER LINE - V12 CRUSHED STONE S D N _ DRAWING: co 4 BARS :12 OC EACH WAY EXTRA 3 #4 BARS 6 OC @ TOP _ BARS 6 OC LONG WAY ©' END OF cfl 8 0 _ 8 1 .. N 12 DAY- SPLICES 4 BARS 12» OC EACH WAY EXTRA 6 BARS 6 OC LONG WAY @ END OF LAZY RIVER DETAILS DAY SPLICES o 2 TO 6 - o CORNERS RADIUS CO S o I - 1 8 C8a lbKD bSS 00 0 0 0 e 0 12„ CRUSHED- STONE co NOTE. 4 BARS INTERMEDIATE GRADE CONCRETE 12 CRUSHED 'STONE POURED 4,000 PSI @ 28 DAYS. OR PNEUMATICALLY PLACED 4,000 PSI SECTION C N - a „ 1 2„ _ 11—0 / a. i DRAWING : S �2 ` - I y : HAND ,... : GRIP _ CONCRETE y,. .. COP 6 s SEALANT VARIES 4 _10 0 TO 12 _0 4 CONCRETE SLAB w 6x6 4 -0 10 10 WWM o 4 w 6x6 CONCRETE SLAB ; n BARS on 4 0 4 BARS 12 OC. .HORIZONTAL & 6 OC 10 10 WWM on 1 1 2 CHAIRS 18 TO 24 OC BARS on 4 TREADS © 12 w VERTICAL.. ADJUST FLOOR REINFORCING » STAIR REINFORCING 4 .1 - _ 0 GET 2 CHAIRS 18 TO 24 , OC T ET EQUAL SPACING BARS 12 OC AS SHOWN . _ ao WATER LINE 00 & (3j #4 BARS ACROSS }. KD ao WATER LINE \ , » r CO w 12 CRUSHED ..STONE ^ N , Q P. co 4 BARS 12 OC Q f� dU STAMP: EACH WAY EXTRAto I _ ' � 3 4 BARS 6 I# OC © TOP 8 BARS 6 0 : C LONG WAY C� END OF 4 BARS S 12 OC EACH WAY ,, AY SPLICES o o o ` ' 1 � w Of 6N , EXTRA A _ B RS 6 OC LONG WAY 2 TO 6, C @ END OF DAY SPLICES *� o S � RADIUS CORNERS _ _ 7 � TIMOTHY +ttii y� t � � � {�_KER00 ate o� Cg 9 v r f 6 ff 12 CRUSHED STONE ,�-,. \-12" 'CRUSHED" STONE �NOTE: - 4 BA - RS, INT ,EDIA GRA ETE .M.. _.. P 'U RED. 4,b 0 P S l 28 DAYS OR PNEUMATICALLY T ALLY PLACED, 4,000 PSI.; SCALE. PR J. N .: O O SECTION _ -E SECTION D DRAWN: 1 2 1 0 1 2 1 0 CHECKED, DATE: SEPT EMBER S E BER 24 2015 FILE NAME: 'REV. RE V: - PROJECT TITLE: CAPE COMER RESORT 4 BARS 12 OC EACH WAY EXTRA BARS 6 OC LONG WAY @ END OF DAY SPLICES i N - 1225 IYANN OUGH ROAD VGB COVER HYANNIS MA I o �00 o a o 0 1 PIPE TO BALANCE , PLASTIC POT w 8 - TANK OR PUMP 12 CRUSHED STONE ' R C AL AROUND o , 1 —0. DRAWING: NO #4 BARS 12 OC EACH WAY EXTRA BARS_ NOTE: 6 OC LONG WAY © END OF DA Y SPLICES. 4 BARS, INTERMEDIATE GRADE CONCRETE - POURED 4,000 PSI '@ 28 DAYS OR 12 CRUSHED STONE PNEUMATI CALLY PLACED, 4,000 PSI LAZY RIVER DETAILS I, SECTION F J 2 — 1 1 0 r I I DRAWING : Fillion Associates, Inc, JProviding aquatic solutions with clear results since 1987 LAZY RIVER DESIGN DATA: LAZY RIVER WATER FEATURE EQUIPMENT: DESCRIPTION 4 RAINDROP SOL—MFD—RMK-2 2" SOLENOID VALVE POOL WATER PERIMETER = 309 4 ASAHI 1601020 2" TRUE UNION BALL VALVES POOL WATER SURFACE AREA = 5,800 SQ. FT. 1 RAINDROP WHTL-004—OM WHALE TAIL PO BOX 14518 POOL WATER VOLUME = 109,000 GALLONS 1 RAINDROP LRTB-010—OM LAZY RIVER FISH EAST PROVIDENCE, RI 02914 800-776-7665 TURNOVER = 1 HOUR 2 RAINDROP CUSTOM BOAT TAIL PIPE SYSTEM RECIRCULATION FLOW = 1 820 G.P.M. 1 ! ITT MARLOW 6-13SC 20 HP PUMP, 480 VOLT 3 PHASE _ FILTER SURFACE AREA = 119 SQ. FT. 1 VARIABLE FREQUENCY DRIVE, 20 HP FILTRATION RATE = 15 G.P.M. PER SQ. FT. 1 FILLION 10100 STAINLESS STEEL ANTI—VORTEX PLATE �° FILTER BACKWASH RATE = 255 G.P.M. 1 FILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 4" lIL BATHER LOAD = 355 PEOPLE FACE a 1 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4" II x �° RECIRCULATION AND FILTRATION EQUIPMENT: FACE 1 1 2 FILLION 104000 BRASS BALL VALVE' /4 MPT X /4 FPT QTY. MANUFACTURER MODEL NO. DESCRIPTION 1 PILLION 62174 CONCENTRIC REDUCER 6" X 10" 3 EUREKA SUF2430-3110 30 X 36 MAIN DRAIN' 101f PORT 7 7 STAINLESS STEEL, FLANGED 3 EUREKA DSFF030-3600 ASME 112.19.8 V.G.B. CERTIFIED GRATE 3 PILLION 1002001 2" COLLECTION TUBE 1 FILLION 62280 ECCENTRIC REDUCER, 8" X 10", 9e 3 STANDARD 4352 BRONZE HYDROSTATIC RELIEF VALVE STAINLESS STEEL, FLANGED STAMP: BRONZE 2 ASAHI 1728100 10" GEAR OPERATED BUTTERFLY �' k 3 EPD 2-0020-230 10" MODULATING VALVE VALVES 7 ASAHI 1728020 2" LEVER OPERATED BUTTERFLY 5 ASAHI 1728100 10" BUTTERFLY VALVES :. . 1 FILLION 10120 STAINLESS STEEL ANTI—VORTEX PLATE VALVES 1 HAYWARD SP-1425 2" MIP WATER LEVEL STILL LINE 1 ASAHI 1728025 2-1/2" LEVER OPERATED BUTTERFLY 1 ASAHI 1728120 12" GEAR OPERATED BUTTERFLY VALVES VALVE 1 ASAHI 1728060 6" LEVER OPERATED BUTTERFLY 1 FLUIDTROL SW116112031 12" HAIR AND LINT STRAINER VALVES SCALE: 34 RAINDROP SFJT-003 SLANT FINGER JET 1 FLUIDTROL 6-120-5106 SPARE BASKET FOR STRAINER 5 RAINDROP WWJT-001 WALL WAVE JET 1 ITT MARLOW 6-11 SC 40 HP PUMP, 480 VOLT, 3 PHASE PROJ. 1 VARIABLE FREQUENCY DRIVE, 40 HP 1 RAINDROP CASK-001—OM WINE CASK1 RAINDROP CUSTOM ORCA WHALE BREECH DRAWN: 1 FILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 4" 11 RAINDROP CUSTOM BOAT HOUSE FACE CHECKED: 1 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4" DATE: SEPTEMBER 24,2015 FACE SLIDE FEATURE EQUIPMENT: FILE NAME: 2 FILLION 104000 BRASS BALL VALVE, Y4 MPT X Y4 FPT 2 ITT MARLOW 4-9SC 15 HP PUMP 480 VOLT 3 PHASE 1 FILLION 62174 CONCENTRIC REDUCER, 6" X 10", 2 VARIABLE FREQUENCY DRIVE, 15 HP REV: STAINLESS STEEL, FLANGED 2 FILLION 10080 STAINLESS STEEL ANTI—VORTEX PLATE REV: 1 FILLION 62280 ECCENTRIC REDUCER, 8" X 12", 2 FILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 4" STAINLESS STEEL, FLANGED FACE 1 ASAHI 1728100 8" GEAR OPERATED BUTTERF , 2 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4" 1 EPD 2-0031 -208 EPD 71OF-10 HI—RATE SAND FILTER, 119 FACE T. 1 1 PROJECT 4 FILLION 104000 BRASS BALL VALVE, /4 MPT X /4 FPT 322 PILLION 39102 R—ibl€DIA1 0.27 MM 2 FILLION 62174 CONCENTRIC REDUCER, 6" X 10" !1 SIGNET P51530—P2 --�-FLOW-VMETF�—ADDLEWHEEL 10" CAPE CODDER STAINLESS STEEL, FLANGED RESORT PVC SADDLE 2 FILLION 62278 ECCENTRIC REDUCER, 8" X 10", 1 FILLION 2100335-213 WATER LEVEL SENSOR STAINLESS STEEL, FLANGED 1 FILLION 8221GO13 2" SOLENOID VALVE, SLOW CLOSING 2 ASAHI 1728100 8" GEAR OPERATED BUTTERFLY VALVES 1225 IYANNOUGH ROAD 2 ASAHI 1728060 6" GEAR OPERATED BUTTERFLY HYANNIS, MA VALVES 2 SIGNET P51530—P1 FLOWMETER PADDLEWHEEL WITH 6" PVC SADDLE AND METER CHEMICAL SANITATION EQUIPMENT: 1 BECS BECSYS7 AUTOMATED CHEMISTRY AND BACKWASH CONTROLLER LAZY RIVER DRIVE EQUIPMENT: 1 FILLION CO2-3 CO2 FEED CONTROL WITH VENTURI 4 ITT MARLOW 6-11SC 40 HP PUMP 480 VOLT, 3 PHASE HOOK—UP KIT — CONNECT TO OWNER ELECTRICAL REQUIREMENTS: DRAWING: SUPPLIED BULK CO2 TANK 4 VARIABLE FREQUENCY DRIVE, 40 HP 4 FILLION 10120 STAINLESS STEEL ANTI—VORTEX PLATE ITT MARLOW 6-11SC PUMP 40 HP, 480 VOLT, 3 PHASE 1 FILLION 23110 ALKALINITY CONTROL SYSTEM VARIABLE FREQUENCY DRIVE REFER TO PUMP 1 PPG 3140AT CAL—HYPO FEED SYSTEM 4 PILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 4" ITT MARLOW 6-13SC 20 HP, 480 VOLT, 3 PHASE EQUIPMENT 12 PPG 57032 ACCU—TAB FACE VARIABLE FREQUENCY DRIVE REFER TO PUMP 4 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4" ITT MARLOW 4-9SC 2 15 HP, 480 VOLT, 3 PHASE DETAILS 1 TRIOGEN UVARAY400 ULTRAVIOLET DISINFECTION FACE VARIABLE FREQUENCY DRIVE REFER TO PUMP 1 PALINTEST SP709 POOL TEST 9 RIVERFLOW PUMPS 6 10 HP, 480 VOLT, 3 PHASE 1 PILLION START—UP CHEMICALS 8 FILLION 104000 BRASS BALL VALVE, Y4 MPT X Y4 FPT VARIABLE FREQUENCY DRIVE REFER TO PUMP 4 PILLION 62174 CONCENTRIC REDUCER 6" X 10", WATER LEVEL CONTROL 110 VOLT, 15 AMP 1 FILLION 60010 EYEWASH STATION CHEMISTRY CONTROLLER 110 VOLT, 15 AMP STAINLESS STEEL, FLANGED PPG CHLORINATOR 110 VOLT, 20 AMP DECK EQUIPMENT: R 4 FILLION 62280 ECCENTRIC REDUCER, 8" X 12", ULTRAVIOLET SYSTEM 480 VOLT, 3 PHASE STAINLESS STEEL, FLANGED RAINMAKER CONTROL PANEL REFER TO MFG. DETAIL 6 SPECTRUM CUSTOM STAIR RAILS 4 ASAHI 1728120 12" GEAR OPERATED BUTTERFLY SUMP PUMP TBD 1 SPECTRUM CUSTOM SET RAMP RAILS POOL LIGHTS TBD 28 SPECTRUM 24010 BRONZE DECK ANCHOR VALVES 1POOLSOUND TBD 28 SPECTRUM 24097 ESCUTCHEON PLATES, STAINLESS 4 ASAHI 1728100 10" GEAR OPERATED BUTTERFLY VALVES STEEL 4 SIGNET P51530—P2 FLOWMETER PADDLEWHEEL WITH 10" PVC SADDLE AND METER SHEET: n SPRAY POOL DESIGN DATA: Pillion Associates, Inc. Pn rviding aquatic solutions with clear results since 1987 DESCRIPTION A- ,,,,, SPRAY DECK PERIMETER = 128 POOL WATER SURFACE AREA = 1 ,200 SQ. FT. POOL WATER VOLUME = 10,000 GALLONS PO BOX 14518 TURNOVER = 1 HOUR EAST PROVIDENCE, RI 02914 SYSTEM RECIRCULATION FLOW = 250 G.P.M. 800-776-7665 FILTER SURFACE AREA = 17 SQ. FT. FILTRATION RATE = 15 G.P.M. PER SQ. FT. FILTER BACKWASH RATE = 255 G.P.M. BATHER LOAD = 80 RECIRCULATION AND FILTRATION EQUIPMENT: SPRAY DECK WATER FEATURE EQUIPMENT: QTY. MANUFACTURER MODEL NO. DESCRIPTION 12 RAINDROP SOL-MFD-RMK-2 2" SOLENOID VALVE 4 EUREKA SUF2121 -2106 24 X 24 MAIN DRAIN, 10" PORT 12 ASAHI 1601020 2" TRUE UNION BALL VALVE 4 EUREKA DSFF024-2400 ASME 112.19.8 V.G.B. CERTIFIED GRATE 12 RAINDROP SOL-MFD-RMK-1 1 " SOLENOID VALVE 2 FILLION 1002001 2" COLLECTION TUBE 12 ASAHI 1601010 1 " TRUE UNION BALL VALVE 2 STANDARD 4352 BRONZE HYDROSTATIC RELIEF VALVE 1 ASAHI 1728060 6" LEVER OPERATED BUTTERFLY VALVE STAMP: BRONZE _ 1 FLUIDTROL SW116106031 6" HAIR AND LINT STRAINER 5 STARITE 08650-1404 SKIMMER _ 1 FLUIDTROL 6-060-5106 SPARE BASKET FOR STRAINER 7 HAYWARD SP-1419E WALL FITTING, 1 -1/2" THREADED X 1 " 1 ITT MARLOW 3-9SC 10 HP PUMP, 480 VOLT, 3 PHASE EYEBALL 1 VARIABLE FREQUENCY DRIVE, 10 HP 2 STA-RITE 08417-0000 2" FLOOR RETURN, ADJUSTABLE 1 FILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 411 1 HAYWARD SP-1425 2" MIP WATER LEVEL STILL LINE FACE 1 ASAHI 1728060 6" LEVER OPERATED BUTTERFLY VALVE 1 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4" 1 FLUIDTROL SW116106031 6" HAIR AND LINT STRAINER FACE 1 FLUIDTROL 6-060-5106 SPARE BASKET FOR STRAINER 2 FILLION 104000 BRASS BALL VALVE, Y4 MPT X Y4 FPT SCALE: 1 ITT MARLOW 2-1/2-9SC 7.5 HP PUMP, 480 VOLT, 3 PHASE 1 FILLION 62136 CONCENTRIC REDUCER, 3" X 6", 1 VARIABLE FREQUENCY DRIVE, 7.5 HP STAINLESS STEEL, FLANGED PROJ. N0: 1 FILLION 128120 PRESSURE GAUGE, LIQUID FILLED, 4" 1 FILLION 62244 ECCENTRIC REDUCER, 4" X 6", DRAWN: FACE STAINLESS STEEL, FLANGED 1 FILLION 128130 VACUUM GAUGE, LIQUID FILLED, 4 1 AHAHI 1728060 6 LEVER OPERATED BUTTERFLY VALVE CHECKED: FACE 5 ASAHI 1601020 2" TRUE UNION BALL VALVE DATE: SEPTEMBER 24,2015 2 FILLION 104000 _ _ BRASS BALL VALVE, 1/4 MPT X '/4 FPT 2 ASAHI 1601010 1" TRUE UNION BALL VALVE 1 ASAHI 1728025 2-1/2" TRUE UNION BALL VALVE ., 1, FILE NAME: 1 PILLION 62124 CONCENTRIC REDUCER, 2.5" X 4", STAINLESS STEEL, FLANGED 1 ASAHI 1728015 1-1/2" TRUE UNION BALL VALVE REV: 1 FILLION 62236 ECCENTRIC REDUCER, 3" X 6", 1 RAINDROP DMPT-003-OM DUMPING TROUGH WITH SIGN 1�7 _ STAINLESS STEEL, FLANGED 1 RAINDROP MNSH-001-OM MINI PIRATE SHIP SLIDE REV: 1 ASAHI 1728040 4" LEVER OPERATED BUTTERFLY VALVE 1 RAINDROP BLSJ-005-OM BELLE SPRAY JET 1 EPD 2-0031 -600 EPD 150E-4 HI-RATE SAND FILTER, 17 1 RAINDROP TRCH-001-OM TREASURE CHEST f SQ. FT. 1 RAINDROP CFPL-001-OM MISS PEARL 46 FILLION 39102 #30 FILTER MEDIA, 0.27 MM 1 RAINDROP CFLB-001 -OM LARRY LOBSTER PROJECT TITLE: 1 SIGNET P51530-PO FLOWMETER PADDLEWHEEL WITH 10" 1 RAINDROP WVSL-002-OM WAVE SLIDE CAPE CODDER PVC SADDLE 12 RAINDROP FMGS-004 FOAMING GEYSER 1 FILLION 2100335-2B WATER LEVEL SENSOR 2 RAINDROP OSPREY-001 -OM OSPREY CANNON RESORT 1 FILLION 8221 G7 1" SOLENOID VALVE, SLOW CLOSING 1225 IYANNOUGH ROAD CHEMICAL SANITATION EQUIPMENT: HYANNIS, MA 1 BECS BECSYS7 AUTOMATED CHEMISTRY AND ELECTRICAL REQUIREMENTS: BACKWASH CONTROLLER ITT MARLOW 2-1/2-9SC PUMP 7.5 HP, 480 VOLT, 3 PHASE 1 FILLION CO2-3 CO2 FEED CONTROL WITH VENTURI VARIABLE FREQUENCY DRIVE REFER TO PUMP HOOK-UP KIT - CONNECT TO OWNER ITT MARLOW 3-9SC 10 HP, 480 VOLT, 3 PHASE VARIABLE FREQUENCY DRIVE REFER TO PUMP SUPPLIED BULK CO2 TANK WATER LEVEL CONTROL 110 VOLT, 15 AMP r M 1 PPG 3070AT CAL-HYPO FEED SYSTEM CHEMISTRY CONTROLLER 110 VOLT, 15 AMPIr � ' PPG CHLORINATOR 110 VOLT, 20 AMP ' 1 TRIOGEN UVARAY90 ULTRAVIOLET DISINFECTION , `' h 1 PILLION START-UP CHEMICALS ULTRAVIOLET SYSTEM 480 VOLT, 3 PHASE a DRAWING RAINMAKER CONTROL PANEL REFER TO MFG. DETAIL x EQUIPMENT DETAILS N - Y .p a ■ • 1 of WMM. A.f 1 II 1 11 1 1 • 1 SHEET: -, Fillion Associates, Inc. Providing aquatic solutions with clear results since 1987 . ii : PO BOX 14518 EAST PROVIDENCE, RI 02914 j 800-776-7665 F„ STAMP: 1 C1"GUI 10( Jr ❑ El[-j L SCALE: Z PROJ. NO: w Z t ❑ ;� w_ "�`' ❑ ` ��`�� Q DRAWN: z ED O � ° U CHECKED: OO I Ortr � r �n `" " ° Q DATE: SEPTEMBER 24,2015 Ll O - 0 m ❑ ❑ nrt��r�an�rt+r�„ai p V � � I FILE NAME: ° `�stoy�boes O U O � Z REV: ° o "0� y i Q Lt � z � � O REV: z O PROJECT TITLE: a � U z }- U) U CAPE COMER z RESORT cn - Q � w U� w � U w t O Ow Z 2"BOATHOU5 TAILPIPE U U) 1225 IYANNOUGH ROAD U Q z HYANNIS, MA WW 2"BOATHOUS TAIL PIPE � Q _ = WFiLTEREDWATER I W Q a_ 7-7 LLI- 1 w � DRAWING: - - LL (n � CV m rNMI m m ow LL 1 0 1 . . o o a , � 0 PIPING 1 Q � Q �= LL. . . 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