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Plans y M20 Pl- 13 - 00285 9\ SYMBOL LEGEND 90 \ /lb (:0 SW WA \ LIMIT OF GRADING 4�NSQUARIj SLOPE ROAD N 5513 E GB GRADE BREAK 88 ` - -------- - ---- 5 * I GRADED SWALE (1% MIN) E ti- •: / STORM DRAIN PIPE � O ' / .�-.fes.- Kimley-Horn y E ` SS OVERLAND FLOW �';' " '�►� ' � and Associates Inc. 02012 (90 °o°°°o°°° 765 THE CITY DRIVE,SUITE 400 ALL GRADES OUTSIDE r / °°°° ' OF GRADING LIMITS TO �� ' �„ °°°°° ° DETECTABLE WARNING ORANGE,CA 92868 %' (714)939-1030 �9 5 REMAIN AS EXISTING 9 . / CA 00000696 E 8 STANDARD CONCRETE SIDEWALK KHA PROJECT# 095800015 E - N ' / 1.0% \ DESIGN PROFESSIONAL: D 7 /r 4N -_ y , .l�J;" EXISTING THICKENED CONCRETE PAVEMENT �1;APROpF s 7tf/� / 196.0 V - y� �NdIHF�,q sio o % v v \ EXISTING STANDARD DUTY ASPHALT PAVEMENT ee�the DO CD v O \ \ 0 ° 196.21 FG EXISTING GRADES (FROM SURVEY) EGON v 196.21 FG �� 3�. 72 � 2! E (199.00 FC ./ PROPOSED GRADE EXPIRES:(o/3o/15 (199.AO Ell FS Dolt-. l a 8/13 w o \ FINISH SURFACE GRADE 0 ' Q o �' z o 0) FG a o o FINISH GRADE 0 0 m' 195.21 TGEx-Dx � ' EXISTING DRAINAGE STRUCTURE NUMBER G 0) I CONSTRUCTION LEGEND / d .i--- 196.88 C.) ° � DOOR '� PROPERTY LINE a c 196.88 3 B PROPOSEDACCESSIBLE RAMP (TYP.) (SEE DETAIL SHEET C6.1) DOOR D C EXISTING THICKENED CONCRETE PAVEMENT z .3 �° Q ° .. \ d E ° D D D DO GRADED SWALE o � � ° C=/ E GRADING LIMITS ( l U TD _ o U o f EX D2 O o IQC �C;I �DZa f�OML f�OO D�4CQ 0 0 0 / ° G 5 196.4 \ O PEDESTRIAN CROSSING. (SEE DETAIL SHEET C6.1) I L EXIST. PROTOTYPE 196.88 T \\ OG CONNECT DOWNSPOUTS TO STORM DRAIN / a DOOR 3 8, 584 SF 196.81 FS \ O ADJUST GRATE TO GRADE � ElC�1 °Q F. F. E 196. 88 \ O l� 1 Q a I 196.80 FS G I 6" PVC STORM DRAIN PIPE, 1% MINIMUM SLOPE D I SEE NOTE 5 a 196.70 �1 J CONNECT ROOF DRAIN TO EXISTING STORM DRAIN SYSTEM cc ° % -R° R z 196.70 A K °a. FS \ O CONNECT DUMPSTER AREA DRAIN TO EXISTING SEWER LINE I 4 196.21 FG 1 6 0 THAT CONNECTS TO GREASE INTERCEPTOR o N 5 FS 19 .4 bG L INSTALL CATCH BASIN ° I G 7 INV4 - I DOOR - NOTES OFFICE COPS' DOOR 196.21 FG �- ° ° z Issue Date: 3/23/2012 196.81 FS 1. CONTRACTOR TO CONSTRUCT DRAINAGE STRUCTURES WITH USF GRATES, RIMS O 196.60 AND COVERS AS CALLED OUT OR APPROVED EQUAL. SHOP DRAWINGS ARE TO BE REVISION INFORMATION o0 196.80 PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO ANY CONSTRUCTION. F z ° ° 196.21 FG 6' J FS m / J FS © ` 2. CONTRACTOR TO REFER TO CITY OF TIGARD, OR CONSTRUCTION STANDARDS. 9/10/13 PLUMBING CL 5 INSPECTION COMMENTS ° ` J a 3. CONTRACTOR TO VERIFY ALL EXISTING UTILITY RINGS AND COVERS ON SITE ARE d a 5 ° HEAVY DUTY TRAFFIC RATED. CONTRACTOR TO REPLACE DEFICIENT RINGS AND U _ CP O 4 0% o n COVERS WITH HEAVY DUTY TRAFFIC RATED RINGS AND COVERS. CONTRACTOR TO (196.16 FS)FS) 3.9% o ° I`` 1,s ADJUST RIM ELEVATIONS OF ANY UTILITIES THAT CHANGE IN ELEVATION DURING 10.0 I, ° ` CONSTRUCTION. >9 . - - -- -- r / 7.5% 0 0 7,5% �N -- - -f - - -- - 4. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT. s 0 o ~ 5. ALL NEW SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED 2% CROSS SLOPE NOR / 95 08 196.15 196,72 196.72 196.17 ` 5% LONGITUDINALLY. IN CASES OF SIDEWALK LANDINGS AT BUILDING ENTRANCES, ° o FS RADE SHALL NOT EXCEED 2 ° IN ANY DIRECTION. FS GRADES / a v 195.6 195.60 FS FS o a ¢ 1 FS 0 FS S FS F96. 05 6. EXISTING GRADES HAVE BEEN TAKEN FROM A SURVEY PREPARED BY SUMMIT LAND B SURVEYORS, LLC. DATED 10/31/2011. �� CITY OF TIGARD --- -_-_- 7. SEE SHEET C6.1 FOR ACCESSIBILITY AND RAMP DETAILAS. J N /'Z---- -i ConditionallyApprovad......................( For only the work as desanbed in: v PFAMIT NO._L° � 095.02 F'S) sea Letter to:Follow........................ ( Restaurant#: 457 C) I JobAddres :b2z3Q.SL✓ B DRAINAGE STRUCTURE SCHEDULE A'tach•-.•.••---•....-•--..-.••• . 00 pg / V' Ln 0) % GRATE INLET RED LOBSTER PROP. GRATE = 195.21 TIGARD NORTH v EX. GRATE INLET EX. GRATE EL. = 198.44± r O N.A. RA E IN FEET GRAPHIC SCALE PROTOTYPE N A C2 N 0 5 10 20 WASHINGTON COUNTY OREGON W QJ u I d DRAWING a C w PAVING, GRADING, UNDERGROUND SERVICE ALERT Y AND DRAINAGE PLAN CFE 43 o � o Yap CALL: TOLL FREE E G) 811 3 TWO WORKING DAYS C4. 1 o r BEFORE YOU DIG o � NOTE: EQUIPMENT EQUIPMENT ITEM #57, (CHEF'S COUNTER) WILL REQUIRE RECONNECTION OF NO. QTY. ITEM / DESCRIPTION NO. QTY ITEM / DESCRIPTION COMPONENT PARTS TO THE SUPPLIED LOAD CENTER ON EACH ITEM. REFER TO S/S SHOP DRAWINGS FOR DETAILS. 1 1 WALK-IN FREEZER 51 2 SINGLE SECTION 28' BROIL BOX 2 GENERAL CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR 1a 1 FREEZER COIL 52 - UNASSIGNED P3 ( 2.51 f 3� 1 3.1 14� DETAILS REGARDING WALL BACKING ON ALL KITCHEN WALLS. ARCHITECTS �4.5 , 5 , 1b 1 FREEZER COMPRESSOR 53 - UNASSIGNED J OF WA BROILER, ITEM 45, TO BE INSTALLED 4" MINIMUM OFF THE FACE 2 1 WALK-IN COOLER 54 1 BUTTER WARMER 6i3 DP3 ARCHITECTS, LTD. Z 2a 2 COOLER COIL 54A 1 BUTTER WARMER SHELF 211 East Broad Street Greenville, SC 29601 ALL WALK IN SHELVING UNITS ARE 4 TIER HIGH, ALL DRY STORAGE TICtP T. 864.232.8200 F. 864.232.7587 - - - _ AND UTILITY SHELVING UNITS ARE 5 TIER HIGH EXCEPT WHERE NOTED. 2b 1 COOLER COMPRESSOR 55 4 MICROWAVES (2100 WATTS) B k �IUISIO www.DP3architects.com ® I �I TIL I 3 - UNASSIGNED 56 4 HOT FOOD HOLDING UNITS M7 1III��111 LA �� ttt�� U 3a - UNASSIGNED 57 1 PRE-WIRED CHEF'S COUNTER PATH LOAD CENTER I 17C 89 83 85 84 � I � � 1111 --- ---- 3b - UNASSIGNED 57a LOT FILLER FAUCETS ARCHITECT'S PROJECT #: 8, ( I I I I BBA 1 1 ss I 1139 4 UNASSIGNED 57b - UNASSIGNED 4(1 t E• i - - 1 - - - -—" - - - - i - - - - - - - - i 28 i i 1 B i - UNASSIGNED 57c LOT TRASH CANS O i l O l 4b - UNASIGNED 58 2 DUAL HEAT LAMPS 5FLOOR TROUGH 59 1 MICROWAVE OVEN (1000 WATTS) LA U LA�J REFER TO ARCHITECTURAL SHEETS FOR 6 LOT CORNER GUARDS / END CAPS 60 1 4 DRAWER WARMER LOCATION OF REMOTE COMPRESSORS AND Vj I � U L ICE MAKER CONDENSERS 7 LOT WALK-IN SHELVING / DUNNAGE 61 - UNASSIGNED I - I L - 8 UNASSIGNED 62 LOT MOBILE GLASS RACK DOLLIES I I U I 9 LOT DRY STORAGE SHELVING / DUNNAGE 53 1 UNDER COUNTER REFRIGERATOR 10 1 CHEMICAL STORAGE SHELVING 64 2 MECHANICAL COLD PAN OFFICE Copy 11 8 MOBILE PRODUCTION RACKS 65 1 COOK LINE SPRAY HOSE MEZZANINE P LAN 12 1 SOAK TANK / FLATWARE STATION 66 1 MECHANICAL COLD PAN 13 1 WALL MOUNTED DOUBLE OVERSHELF 67 1 SINGLE SECTION FREEZER 14 - UNASSIGNED 68 1 APP WINDOW DUAL HEAT LAMP 15 1 CO2 TANK 69 2 SIDE SHELVES / _ /_ /_ \ \ 16 - UNASSIGNED 70 1 LANDING TABLE 1.21 X1.31 I 21 12.51 1 3� 1 I 1 \ 1 - E CITY OF TIGARG 3.5 4 4.5 5 16 ( r 7 7.2 , $ $.2 I J 16a 1 BEER TOWER W/DRAINER 70a - UNASSIGNED __ .✓ Approved roved 17 LOT COKE SYSTEM - BIB RACKS 70b - UNASSIGNED For on y thCondwonae oprtp as described in: �F I I I I I I II I 17a 4 CARBONATORS W WALL SHELVES 7i 2 DROP-IN HOT WELL oA J I PERMIT NO. - � I 4 _ / - See Letter lo:Foticw-------------- -----•-• f ) 1� I I i F?v Arach---------------_........ ` , 17b LOT CO2 PUMPS 72 UNASSIGNED Joh Address: �`w �F.6, � - -- - j - - - -- - — - I- - 7�, - - - Date: 44 17c 3 SODA TOWERS 73 UNASSIGNED I 17d 2 SODA GUNS 74 - UNASSIGNED a I I I —=oLi Ll LJ Lj 1 I F J - a r s J - - 18 4 WALL MOUNT HAND SINKS W/ SPLASHES 75 1 REFRIGERATED PANTRY COUNTER I� M � J 2,A - , 19 1 CLEAN DISHTABLE 76 - UNASSIGNED r I I I L J 1 (- J �= 77 i 19 19A i 62 99 _18 24Lj tr� - ! DISH/SCULLERY I 190 1 DOUBLE OVERSHELF 77 1 12' X 12' S/S FLOOR SINK I I I I I I I I I BREAKROOM 93 pa 22A 23 12 13 24A I 20 - UNASSIGNED 78 - UNASSIGNED - � �= C� 26 6 co an c - F1 - - - I- - - - 1- - - � - - - - -- - - - - - - - - 7 - - - - - - - - - - - - - 6 - - - - - . nom:= - - - - - - - - - - - - ISHMACHINE �NTHBOOSTER 79 - UNASSIGNED � 21 , D ` III' - Ir I 1 4 21 X 4 u II I r. G-�I I .••• 210 1 PANT LEG VENT DUCT 80 UNASSIGNED 1 Ll I I I I I _ 116 " Q OILED DISHTABLE BEVERAGE COON ND SINK L J i i x -, --- -- --= 9 221RI 1 5 81 3_ BE TER W/ HA O 9 - - u 9 22a 1 PRE-RINSE HOSE REEL 8111 4 DOUBLE OVERSHELF 0� I I I I i 23 3 MOBILE SILVER SOAK SINKS 81B 1 CUP DISPENSER ' 9 I � I 1 W 57 6 6 _ ___ ,� - ,_-_-_---_-, o L PANES _J +E.�—- - - - - 1 - - - - - - - - - - g 57AO 99 25 ��^ REFER TO ARCHITECTS 24 1 (3) COMPARTMENT SINK 82 1 WORK TOP REFRIGERATOR © �o DA; ;LOAD I 87 86 DRAWINGS FOR RAISED CEILING 91 11 CENTER! DETAILS ABOVE THE ICE MAKER 1 OFFICE 24a 1 OVERSHELF W/POT RACK 82A - UASSIGNE REFER TO P5 1 T-0' FLOOR TROUGH 83 LOT BEVERAGE DISPENSERS ---- ARCHITECTURALS rr� I , -. - x - - L ��,I I 35 35 i � I i FOR 26 1 8'-0' FLOOR TROUGH 84 3 TEA MAKER ECOLAB 0 9 I , � I �4 51 99 STATION 90 L O 27 - UNASSIGNED 85 3 COFFEE MAKERS ISI x , 56 __ J NOTE: 28 1 BREAD PREP COUNTER 86 1 4'-O" FLOOR TROUGH C�—C�M� 55 ` INSTALL HONE ON r r 33 35 5 34 65 46 _� 99 PUSH/PULL DEE DO oR 28a 1 OVERSHELF WITH UTENSIL RACK 87 1 ICE BIN W/ TRANSPORT SYSTEM 1 E� - - - - -- - - - - - - - - - - - - 37 - - - 58 - +� ,r - - 33 u� 9 64 - 56 -- I 96 `; RACK I I 116 120 28b 1 DIPPERWELL (HOT WATER) 88 2 ICE MACHINE (1300 LB. CAPACITY) Q I ,_o 28c 1 WATER FILLER 88a 2 REMOTE COMPRESSORS I ( I I I 71 � s� 60 gg � 4 n n 51 / I I 54 54 AI. I I, cu — 6 __ �� 28d 1 DOUGH MIXER 89 3 WATER PITCHER FILLER ( i o' I I e -34 —L= 6 11'-11° WALK IN BOX (— I TLae e ° " 9 " : I 11'-3° I.D. COOLER °p 28e - UNASSIGNED 90 2 POS/CASH REGISTER 82 64 i l r Ar- _ I Q I e I 1 n I I �i I 67 28f - UNASSIGNED 91 LOT PRE-CHECK TERMINALS I I LI ----- e___ 96 i' cX I 24 xS5 II 29 1 TAKE OUT PACKAGE_ TABLE 92 1 ICE MACHINE (500 LB. CAPACITY) Issue date: 03-23-2012 66 I 4 i i i I i LL"� \� � �� """" �"" 29a , TAKE OUT OVERSHELF WITH DMDER 81N 93 1 S/S BREAK COUNTER 34 �--_, 63 REVISION INFORMATION I c i ''TRAYS - 33 47 9 9 - x 7 2A 11 30 1 PREP TABLE W/ SINKS 94 1 SAFE I- 71 70 99 6 x °o O foo 11 w m 30a 1 OVERSHELF 95 1 ICE BIN 1 `' a N O / 48 68 0 --- 59 -- x 24 X 3 24 x 3 w Y 1/31 2 WATER FILTER (UNSOFTENED WATER) 96 3 FRY/GRILL MOBILE UTILITY TABLES 6/17/2013 _- ----� DUNNAGE „ �` o ¢ OWNER REVISIONS I I I - °� - - I 75J ' T 35 V - - , ' 310 1 WATER FILTER (S^FTENE WATER) 97 1 FLOOR TROUGH - _ I I SHIELD ---- OOLER e� sex _I 32 - UNASSIGNED 98 - UNASSIGNED7/1/2013 91 OWNER REVISIONS i 33 LOT EXHAUST HOOD SYSTEM 99 LOT S/S KITCHEN WALL CLADDING 6 50 =y 2 8A- c ( a ® 7/30/2013 I I I U � m � I 1 I I 1 I I 59 " ,' ' �� ,� DRY 34 4 UNDER COUNTER REFRIGERATORS 100 - UNAS9GNED 2S FS REVISIONS I I oo % j ; I I I STORAGE _ ' I I 1 j ``--- 34 + -= c 24 48 it 11 11 11 5/35 4 'TURBO CHEF' OVENS AND STANDS 1000 - UNASSIGNED ��III I 1' 6 6 4 '-ONLY J 38 -- 30 DUNE AGE � 5 I ru POWER AND DATA --� � NM O� FIRE SYSTEM I 36 1 DOUBLE STA ')NVECTION OVEN 101 1 SERVICE BAR POURING STATION — CABINEF30 xi 36a - UNASSIGNED 102 3 ISLAND OASIS MACHINES 6 Lj HERE ® +34" AFF. �� e _� f� - 81 40 1; 36 9 W 3® I // 36b - UNASSIGNED 103 2 DRAIN BOARD TOP W/ STORAGE CAB. p �- 816 /' LOCATION OF REMOTE FILL 37 1 PASTA STATIC" TABLE W/ OVERSHELF 104 1 (4) COMPARTMENT SINK 7 41 33 2 x 4 MECHANICAL F� CO2 w CO2 INSTALLER I 1 i + i NNAGE x QN ALL BY Coe INSTALLER) 38 1 PASS-THRU FREEZER 105 1 I I I I 42 a ; DRY STORAGE CABINET (MILLWORK) 8 81A „ � 89 ��is ,,, � O \ 39 LOT S/S MOP SINK CAP 106 1 HANDSINK W/SOAP & TOWEL DISP. r=--� GREETER K,l-- 91 I I I I I I I 2i 21x6 � 318 40 1 PASS THRU REFRIGERATOR 107 1 CORNER DRAIN BOARD Restaurant#: 0457 l°€ (.\�.�•;t 81A L� 9 POKER I ','A "' z � I FREEZER 41 1 BREAD WARMER TABLE 108 1 ICE BIN WITH COLD PLATE DOLLY I L' -Y`,% 31 iZ J � '� + '� �' i ' -I 83 17 , 11 d - 7 0 3 42 1 COUNTER TOP BREAD WARMER 109 2 SODA GUN HOLSTERS RED LOBSTER 457 fr"I L=J L-J - ��' x WATER SOFTENER o $0 43 - UNASSIGNED 110 4 12' BOTTLE WELL RENOVATION 17C i o WUNNAG r - _ � 24 gp gp WAR 1 r DUNNAGE, AGE DUNNAGE. 44 1 TRIPLE CONVEYOR OVEN ON STAND 111 1 S S SHELVING UNIT Updated thru#/2 -2011 --- -- -- ---- I I 84 4 x 2i HW HW / P 89 b 111 112 = , --- --- — 102 r I 1 45 1 CHARBROILER 112 2 CUSTOM ISLAND OASTS STAND 10330 SOUTHWEST �IIS I � J I I 81 `� I ,3 A 90 105 113 3 " 112 I 1 1 1T-4° I.D. FREEZER 45a 1 CHARBROILER STAND 113 1 3 DOOR REFRIGERATOR GREENBURG ROAD 83 101 I 114 BAR 4 O6 110 1 110 0 L _ 18'-0" WALK IN BOX 46 1 PLATE TABLE 113 1 4 DOOR REFRIGERATOR DIRECT DRAW 85 110 6 I I 102 I I ( ) CIIII 111111 ' 84 117 121 I 46a - UNASSIGNED 114 1 36" MUG FROSTER I 99 --_-- _ 0 0 0 0 __ ❑ I.11171iC1 i 107 I 4 RES 0 ® ❑❑ ❑ 11 1rr 1111 t I Q 46b - UNASSIGNED 115 2 BLENDER SINK WITH SPLASH GUARDS 47 1 FRYER BATTERY W/ FOOTPRINT FILTER 116 3 BUG ZAPPERS --- TIGARD, OR 0 47a - UNASSIGNED 117 1 ICE BIN WTH COLD PLATE I110 ,03 104 ,03 115 108 109 48 1 HOT / COLD TAKE OUT BOX 118 UNASSIGNED 6 119 115 9 1 WORK TOP REFRIGERATOR 119 1 SERVICE BAR DRAIN BOARD TOP 2 6° CL AR BOX CHASE FOR SODA t BEER LINES, WAITING I 4 I I ( I F \/ OVERH AD ELECTRIC AND WATER F EDS TO THE BAR / 00 D S E RV I C E o I ,. t\ 91 50 LOT POS PRINTERS 120 1 FLY FAN 97 95 I , , , , AREA ( _ 9 - 1 I I I �• -' EQUIPMENT I 50A - UNASSIGNED 121 1 LOBSTER TANK PLAN 92 24X4 24X3 Olfl ( O: :O NOTE: Q (A.5, - - �� - - ---- - - I I I ( ( ( �. 1 REFER TO THE ARCHITECTS DRAWINGS ,�,�„ r I I I I 1 FOR THE DUMPSTER YARD ��,,, cttis 1 CONFIGURATION J JIt FS1 M17 ( 11 �1.1 X21 �2.1 X31 �3.1 �41 (4.5� X51 '' X61 X61 ($1 FOOD SERVICE EQUIPMENT SCHEDULE FOOD SERVICE EQUIPMENT SCHEDULE GENERAL NOTES ALL ELECTRICAL AND MECHANICAL OUTLET STUB- CL'T P3 EQUIPMENT ELECTRICAL PLUMBING DATA EQUIPMENT ELECTRICAL PLUMBING DATA HEIGHTS ARE GIVEN FROM FINISHED FLOOR TO CENTER I_INc CONNECTION WATER SUPPLY WASTE PIPING CONNECTION WATER SUPPLY WASTE PIPING OF OUTLET. (EXAMPLE: 1/2" C/W/ -I-2") ALL CUTLETS ARCHITECTS WIRED CORD & POINT OF CONNECTION SIZE G4 �` GAS WIRED CORD & POINT OF CONNECTION SIZE `` �� GAS NOTED AS "STUB—UP" TO BE BROUGHT ABOVE FINISHED NO. QTY. ITEM / DESCRIPTION REMARKS VOLT PH KW AMP HP A WAS SIZE o 10 NO. OTY. ITEM DESCRIPTION REMARKS VOLT PH KW AMP HP DIRECT PLUG HOT WATER p p �� O��` ��Q`v SIZE MBTU's FLOOR AT LOCATION SHOWN. CONTRACTOR TO VERIFY ALL DP3 ARCHITECTS, LTD. DIRECT PLUG HOT WATER o SIZE MBTU's / DIMENSIONS AT JOB SITE. 1 7 WALK-IN FREEZER E.C. TO SUPPLY FLUORESCENT BULBS 120 1 20A • 51 2 SINGLE SECTION 28' BROIL BOX - (2) 720 1 15A EA • 211 East Broad Street Greenville, SC 29601 ALL HORIZONTAL DIMENSIONS SHOWN ARE TAKEN FROM T.864.232.8200 F.864.232.7587 1A 1 FREEZER COIL 1-1/8' SUCTION LINE & 1/2' LIQUID LINE 208-230 1 19A • 1° • 52 - UNASSIGNED - FINISHED WALL TO CENTER LINE OF OUTLET OR FROM www.DP3architects.com 1B 1 FREEZER COMPRESSOR REF. CONT. TO SUPPLY REF. LINES 208-230 3 15.3A 3 HP • 53 - UNASSIGNED - CENTER OF OUTLET TO CENTER LINE OF OUTLET, UNLESS OTHERWISE NOTED ON PLANS OR DETAILED. 2 1 WALK-IN COOLER E.C. TO SUPPLY FLUORESCENT BULBS 120 1 20A • 54 1 BUTTER WARMER - 120 1 10A • 8- SUCTION LINE & 3 8LIQUID LINE 208-230 1 12.A EA • '1 • 54A 1 BUTTER WARMER SHELF BY CUSTOM S S FABRICATOR CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE 2A 2 COOLER COIL 7 ' / / / BLOCKING OR BACKING IN WALLS AND CEILINGS TO ARCHITECT'S PROJECT : 28 1 COOLER COMPRESSOR REF. TO SUPPLY REF. LINES 208-230 3 103A 2 HP • 55 - 4 MICROWAVES (2100 WATTS) 208-240 1 20A EA. SUPPORT FIXTURES, EQUIPMENT AND CANOPIES. 1139 • 3 - UNASSIGNED 56 4 HOT FOOD HOLDING UNITS 120 1 15A EA. • CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILINGS, ROOFS AND WALL FOR DUCTS, ETC. IN 3A - UNASSIGNED 57 1 PRE-WIRED CHEF'S COUNTER W/HANDSINK NTH INTEGRAL LOAD CENTER 120-208 1 225A • 1/2' 1/2' 1 1/2' • g ,{f ACCORDANCE WITH LOCAL BUILDING CODES AND IN 38 - UNASSIGNED 57A LOT FILLER FAUCETS (COLD WATER) ACCORDANCE WITH DUCT SIZES SPECIFIED. 1 2" 4 - UNASSIGNED 57B - UNASSIGNED - THE PLANS PROVIDED ARE FOR THE SOLE PURPOSE OF INDICATING OUTLET LOCATIONS & EQUIPMENT 4A - UNASSIGNED 57C LOT TRASH CANS BY SMALLWARES REQUIREMENTS. THE PLANS DO NOT RELIEVE THE GENERAL CONTRACTOR & SUB—CONTRACTOR OF THE RESPONSIBILITY 4B - UNASSIGNED 58 2 DUAL HEAT LAMPS W/ LIGHTS 1 0 96", 1 ® 48' (2) 0 208 1 20A EA. • OF COMPLYING WITH APPLICABLE CODES. 5 1 FLOOR TROUGH BY CUSTOM S/S FABRICATOR 3' • .50 59 1 MICROWAVE (10DD WATTS) - 120 1 20A • LAST DATED REVISIONS VOID ALL PREVIOUS DRAWINGS. 6 LOT CORNER GUARDS / END CAPS BY CUSTOM S/S FABRICATOR 60 1 4 DRAWER WARMER - 120 1 15A • 7 LOT WALK-IN SHELVING / DUNNAGE - 61 - UNASSIGNED - 8 - UNASSIGNED - 62 LOT MOBILE GLASS RACK DOLLIES - REFRIGERATION NOTES 9 LOT DRY STORAGE SHELVING / DUNNAGE - 63 1 UNDER COUNTER REFRIGERATOR 120 1 3.5A • ALL CONDUIT TO BE PVC OR METAL, DIAMETER AS 10 1 CHEMICAL STORAGE SHELVING - 64 2 MECHANICAL COLD PAN W/ADAPTER PLATES AS REQ'D 120 1 10A • 3/4' • INDICATED PLAN, MINIMUM BENDING RADIUS TO BE 24 FACTORY "L''SS" WILL NOT BE PERMITTED. 11 8 MOBILE PRODUCTION RACKS - 65 1 COOK LINE SPRAY HOSE LOCATE UNDER HOODfER LAN 3 AT CDNVEYOR OVEN TU BO EF 1/2" CONTRACTOR TO PROVIDE 5—WIRE SERVICE FROM FREEZER 12 1 SOAK TANK / FLATWARE STATION BY CUSTOM S/S FABRICATOR 66 1 MECHANICAL COLD PAN W/ADAPTER PLATES AS REQ'D 120 1 8A • 3/4" • AND 28" BLOWER COILS FOR AUTO, DEFROST SYSTEM TO 13 1 WALL MOUNTED DOUBLE OVERSHELF BY CUSTOM S/S FABRICATOR - 67 1 SINGLE SECTION FREEZER - 120 1 17A STOP COMPRESSOR BLOWER COIL FAN & START HEATERS IN • BLOWER COIL. 14 - UNASSIGNED - 68 1 APP WINDOW DUAL HEAT LAMP - 208 1 10A • CONDUIT RUNS ARE SHOWN SCHEMATICALLY EXACT 15 1 CO2 TANK VENDOR SUPPLIED & INSTALLED 69 2 SIDE SHELVES BY CUSTOM S/S FABRICATOR LOCATION AND ROUTING TO BE DETERMINED IN FIELD TO 16 - UNASSIGNED - 70 1 LANDING TABLE SUIT JOB CONDITIONS. BY CUSTOM S/S FABRICATOR REFRIGERATION LINES FOR WALK—IN REFRIGERATOR TO RUN 16A 1 BEER TOWER W/DRAINER DIRECT DRAW SYSTEM 1° • 70A - UNASSIGNED - OVERHEAD & DROP DOWN TO COMPRESSORS. 17 LOT COKE SYSTEM - BIB RACKS BY COKE 70B - UNASSIGNED - REFRIGERATION LINES ARE TO BE INSULATED AND PROTECTED. 17A 4 CARBONATORS W/ WALL SHELVES BY COKE 120 1 7.7A EA 1/3HP • 1/2° 71 2 DROP-IN HOT WELL - 120 1 8IL - .2A • 3/4' • _ 17B LOT CO2 PUMPS BY COKE 72 - UNASSIGNED - SLEEVES TO BE PROVIDED ON ALL WALLS REQUIRING REFRIGERATION LINE PASS. 17C 3 SODA TOWER BY COKE 120 1 5A EA. • 1/2" 1" • 73 - UNASSIGNED - REFRIGERATION CONTRACTOR TO WRAP COIL CONDENSATEfQ 17D 2 SODA GUNS BY COKE • 74 - UNASSIGNED - DRAIN TUBING WITH HEATER CABLE TO PREVENT FREEZING lr� L 18 4 HANDSINK W SIDE SPLASHES G.C. TO SUPPLY AND INSTALL HOSE BIBB (AT FREEZER ONLY). PEII / W IXING VALVE UNDER EACH HANDSINK 1/2' 1/2" -1/2° • j;' 75 7 REFRIGERATED SALAD PANTRY COUNTER BY CUSTOM S/S FABRICATOR 120 1 12A • 19 1 CLEAN DISHTABLE BY CUSTOM S/S FABRICATOR 76 - UNASSIGNED - 19A 1 DOUBLE OVERSHELF BY CUSTOM S/S FABRICATOR 77 1SINK ABRIC R 3' • s� PLUMBING NOTES 20 - UNASSIGNED 78 - UNASSIGNED - on CONTRACTOR TO VERIFY RUNNING OF LINES OR DRAINS 27 7 DISHMACNINE WITH BOOSTER W ABLE LIMIT SWITCH TO BE INSTALLED 56A AT THE END Of ITEM 119 _ _ Q (2) 208 3 125A • 3/4' {140) 2' 40 y. � 79 UNASSIGNED THROUGH FIXTURES SO AS NOT TO BLOCK SCRAP CAN OR � WATER LINE & DRAIN TO BE COPPER STORAGE SPACE DISHMACNINE PROVIDED W/ SINGLE POINT CONNECTION 80 - UNASSIGNED - ISI PIPING ONLY LOAD END: 200 CFM CONTRACTOR TO PROVIDE REQUIRED PRESSURE REGULATING 9 21A 1 PANT LEG VENT DUCT 87 3 BEVERAGE COUNTER WITH HAND SINK BY CUSTOM S/S FABRICATOR 1/2° 1/2° 1-1/2' • '� UNLOAD END: 400 CFM VALVES FOR HOT WATER LINE TO DISHWASHER RINSE O 22 1 SOILED DISHTABLE W/OVERHEAD RACK STORAGE & DUMP 2' • 81A 4 DOUBLE OVERSHELF BY CUSTOM S/S FABRICATOR CONNECTION AND ALL OTHER EQUIPMENT REQUIRING SINK W RE ABLE BASKET PRESSURE REGULATORS. 22A 1 PRE-RINSE HOSE REEL - 1/2' 1/2' 81B 1 CUP DISPENSER 23 3 MOBILE SILVER SOAK SINKS LEVER WASTE FOR INDIRECT2° • / 82 1 WORK TOP REFRIGERATOR - 120 1 6A SEE PLUMBING SPECIFICATIONS AND PLANS FOR FURTHER I� DRAIN AS REQ'D �� f • INFORMATION. 24 1 (3) COMPARTMENT SINK BY CUSTOM S/S FABRICATOR (2)1/2' (2)1/2' 2' 3 82A - UNASSIGNED - CONTRACTOR TO PROVIDE ALL INDIRECT DRAINS FROM 24A 1 OVERSHELF W/POT RACK BY CUSTOM S/S FABRICATOR 83 LOT BEVERAGE DISPENSERS EQUIPMENT TO FLOOR SINKS. lg 25 1 9'-0" FLOOR TROUGH BY CUSTOM S/S FABRICATOR 3" • 84 3 TEA MAKER W/ QUICK DISCONNECT SWIRL HOSES 120 1 15A0 1/2' BAR EQUIPMENT INDIRECT DRAINS TO BE MANIFOLDED AND ►U�w► , vo r"r a" RUN THE 26 1 8'-0' FLOOR TROUGH BY CUSTOM S/S FABRICATOR 3° • 85 3 COFFEE MAKER W/ QUICK DISCONNECT SWIRL HOSES 720 1 15A • 1/2' TO FLOOR SINK TO REDUCE CONGESTION AT � FLOOR SINKS WHERE ALLOWABLE BY LOCAL CODES. 27 - UNASSIGNED - 86 1 4'-0' FLOOR TROUGH W/ GRATES BY CUSTOM S/S FABRICATOR 3" • ^ Q 28 1 BREAD PREP COUNTER BY CUSTOM S/S FABRICATOR 87 1 ICE BIN WITH TRANSPORT SYSTEM 2" • / 28A 1 OVERSHELF WITH UTENSIL RACK BY CUSTOM S/S FABRICATOR 88 2 ICE MACHINE (1,300 LB. CAPACITY) 208-230 1 15A • 1/2" v ELECTRICAL NOTES 28B 1 DIPPERWELL (HOT WATER) 1/2' 1-1/2' • 88A 2 REMOTE COMPRESSOR FOR ICE MAKERS mechanical Imes:(1) 3/8' liquid , (1) 5/8' discharg ALL ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON REF. LINE BY REFRIGERATIOONN CONTRACTOR 28C 1 WATER FILLER CONNECT TO FILTERED WATER 1/2' 1-1/2' • 89 3 WATER PITCHER FILLER BY CUSTOM S/S FABRICATOR 1/2' 1-1/2' • THESE PLANS ARE FOR FIXTURES AND EQUIPMENT AS SHOWN ON EQUIPMENT PLAN ONLY. SEE ELECTRICAL 28D 1 DOUGH MIXER - 120 1 20A • 90 2 POS/CASH REGISTER DEDICATED CIRCUIT 120 1 • PLANS FOR FURTHER BUILDING ELECTRICAL REQUIREMENTS. Issue Date: 03-23-2012 28E - UNASSIGNED - 91 LOT PRE-CHECK TERMINALS DEDICATED CIRCUIT 120 1 • SEE ELECTRICAL SPECIFICATIONS AND PLANS FOR FURTHER 28F - UNASSIGNED - 92 1 ICE MACHINE (500 IB CAPACITY) 120 1 20A • 1/2' INFORMATION. REVISION INFORMATION 29 1 TAKE OUT TABLE BY CUSTOM S/S FABRICATOR 93 1 S/S BREAK COUNTER BY CUSTOM S/S FABRICATOR ALL CONDUIT TO BE RUN ABOVE WALK—IN COOLERS WITH PENETRATIONS INTO COOLERS SEALED. P.V.C. CONDUIT TO 1 29A 1 TAKE OUT OVERSHELF W/ DIVIDER BIN BY CUSTOM S/S FABRICATOR 94 1 SAE - BE USED TO REDUCE THERMAL CONDUCTION. 30 ,$ PREP TABLE W/SINKS BY CUSTOM S/S FABRICATOR (2) 1/2' (2)1/2 (2) 2- L �A S 95 1 ICE BIN WITH TRANSPORT SYSTEM 3/4' • ° '� WALL MOUNTED SWITCHES, OUTLETS, AND JUNCTION BOXES 7!1/2013 L —D2 30A 1 OVERSHELF BY CUSTOM S/S FABRICATOR 96 3 FRY/GRILL MOBILE UTILITY TABLES BY CUSTOM S/S FABRICATOR TO BE FLUSH MOUNTED. UNLESS OTHERWISE NOTED. CORD OWNER REVISIONS & PLUG FURNISHED W/UNIT UNLESS NOTED BY E.C. 7/1/2013 31/31B 2 WATER FILTER (UNSOFTENED WATER) CW TO BYPASS SOFTENER 1'/(2)1/2' 97 1 FLOOR TROUGH BY CUSTOM S/S FABRICATOR 3 OWNER REVISIONS E.C. TO SUPPLY C&P FOR ITEMS # 49, 51, 67, 75, AND 31A 1 WATER FILTER (SOFTENED WATER) CW TO BRANCH FROM SOFTENER 1' 98 - UNASSIGNED - OTHER EQUIPMENT AS NOTED. 7/30/2013 4 32 - UNASSIGNED 99 LOT S/S KITCHEN WALL CLADDING BY CUSTOM S/S FABRICATOR FS REVISIONS 33 LOT EXHAUST HOOD SYSTEM REFER TO SHOP DRAWINGS FOR ELECTRICAL AND MECHANICAL DATA 100 - UNASSIGNED - NOTE: ALL EQUIPMENT SUPPLIED WITH CORD AND CAPS TO 5 34 4 UNDERCOUNTER REFRIGERATORS 120 1 6A EA. • 100A - UNASSIGNED BE PROVIDED WITH SPRING HOLDERS TO PREVENT CORDS FROM CONTACT WITH FLOOR 35/35 4 'TURBO CHEF' OVENS & STANDS - (4) 208 3 50.0 H • 101 1 SERVICE BAR POURING STATION CUSTOM BAR EQUIPMENT 120 20A • 1/2' 1/2' 1-1/2' 6 36 1 DOUBLE STACK CONVECTION OVEN UI IS N T5, X LIN S (2) ® 120 1 6A • ( ® ° 110 MB 102 3 ISLAND OASIS MACHINE - 120 1 20A 1-1/2' & RESTRAINING CABLES 3 4 TOTAL 3 • 36A - UNASSIGNED - 103 2 DRAIN BOARD TOP W/DRY STORAGE CABINET - 1° • �: NOTE: CHEF'S COUNTER (ITEM #57) THE FOLLOWING ITEMS 7 36B - UNASSIGNED - 104 1 4 COMPARTMENT SINK - ARE PRE—WIRED INTO THE PROVIDED LOAD CENTER: O (2) 1/2' (2) 1/2 (4) 1-1/2' • =� � ITEM #34 — UNDER COUNTER REFRIGERATOR $ 37 1 PASTA STATION TABLE W/ OVERSHELF BY CUSTOM S/S FABRICATOR 105 1 DRY STORAGE CABINET - ITEM #54 — BUTTER WARMER ITEM #56 — HOT FOOD HOLDING CABINET 38 1 PASS THRU FREEZER - 120 1 17A • 106 1 HANDSINK W/SOAP & TOWEL DISPENSER (W/SPLASH GUARDS) 1/2' 1/2' 1' • . � �` (5 f' ITEM #55 — MICROWAVE (2100 WATTS) Restaurant #: 0457 39 LOT S/S MOP SINK CAP BY CUSTOM S/S FABRICATOR 107 1 CORNER DRAIN BOARD - 1° • ITEM #58 — DUAL HEAT LAMPS W/ LIGHT qq ITEM #59 — MICROWAVE (1000 WATTS) 40 1 PASS THRU REFRIGERATOR 120 1 13A • 108 1 ICE BIN WITH COLD PLATE - 1° • d \` S ✓ ITEM #60 — DRAWER I WARMECAL R RED PAN RED LOBSTER 457 41 7 BREAD WARMER TABLE BY CUSTOM S/S FABRICATOR 109 2 SODA GUN HOLSTERS - 1° • ITEM #66 — MECHANICAL COLD PAN ITEM #68 — INFRABLACK HEAT LAMP RENOVATION 42 1 COUNTER TOP BREAD WARMER - 208 3 20A • 110 4 12' BOTTLE WELL - 1° • ITEM #71 — DROP IN HOT WELLS 43 - UNASSIGNED ill - UNASSIGNED ITEM #75 — REFRIGERATED PANTRY COUNTER Updatedthru#2-2011 ) ITEM #38 — PASS THRU FREEZER 2 3 44 1 TRIPLE STACK CONVEYOR OVEN ON STAND NEMA L6-20P 3) 0 1 2A EA. • (3)® TOT MB111 112 2 ISLAND OASIS CUSTOM STAND BY S/S FABRICATOR ITEM #40 — PASS 7HRU REFRIGERATOR 10330 SOUTHWEST 45 1 CHARBROILER 1' 144 MBTU 113 1 3 DOOR REFRIGERATOR - 120 1 IDA • ITEM #42 ( COUNTER TOP BREAD WARMER GREENBURG ROAD (5 EA.) 120 VOLT UTILITY RECEPTACLES 45a 1 CHARBROILER STAND - 113A 1 4 DOOR REFRIGERATOR (DIRECT DRAW) - 120 1 13A • ® 20 AMPS EACH 46 1 PLATE TABLE BY CUSTOM S/S FABRICATOR 114 1 36' MUG FROSTER - 120 1 8A . • 46A - UNASSIGNED - 115 2 BLENDER SINK WITH SPLASH GUARDS - 120 1 20A EA • 1/4' 1/4' 1' • 46B - UNASSIGNED - 116 3 BUG ZAPPERS - 120 1 10A PROVIDED LBYFITHE CFABRICA OREPTACLES NEXCEPTJIWHERERED NNOTED.ITS E TIGARD, OR 47 1 FRYER BATTERY W FOOT PRINT FILTER - (11 0 120 1 10.OA 420 MBN 117 1 ICE BIN WITH COLD PLATE 1" F / 0 120 1 2.5A • 1' • 47A - UNASSIGNED - 118 - UNASSIGNED - 48 1 HOT / COLD TAKE OUT BOX EACH SECTION REQUIRES SEPARATE EIEC. 120 208-240 1 81 AA •119 1 SERVICE BAR DRAIN BOARD TOP PERFORATED INSERTS TO BE REMOVABLE 1' • FOOD S E RV I C E 49 1 WORK TOP REFRIGERATOR - 120 1 6A • 120 1 Y FAN 120 1 5.1A EA • EQUIPMENT 50 50o LOT POS UNASSIGNED S DEDICATED CIRCUIT 120 1 • 121 1 LOBSTER TANK - 120 1 15A • SCHEDULE FS2ml DRAIN SYMBOL KEY FD - FLOOR DRAIN (INDIRECT - AREA CLEAN & CONDENSATE) P3 11 ARCHITECTS HD - 4" HUB DRAIN (INDIRECT - CONDENSATE) DP3 ARCHITECTS, LTD. 12,5 ` � 3 i3.5 ; �4 �4.5 ; i 5 ; FSl VTR 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 ^ F❑ - - 1 -g- - _8 - - - - - - - - - - - - - - - ® FS1 - 12" X 12" FLOOR SINK (INDIRECT - GENERAL PURPOSE) wvvw.DP3architects.com I cli I � �_- - I� ARCHITECT'S PROJECT #: ® FS2 - 8" X 8" FLOOR SINK (INDIRECT - GENERAL PURPOSE) 1139 I i I , I (E VTR - 2" WASTE (DIRECT CONNECTED VENTED WASTE) ----_ ® TD - 4" WASTE (INDIRECT - FLOOR TROUGHS 5" BELOW SLAB) I I I I I I I GENERAL NOTES I 1 ALL DRAIN LOCATION DIMENSIONS ARE TO THE BUILDING EDGE OF SLAB. 2 ALL DRAIN LINES FROM FOOD SERVICE EQUIP. TO FLOOR SINKS ARE MEZZANINE PLAN SUPPLIED AND INSTALLED BY THE PLUMBING CONTRACTOR. ALL DRAIN LINES ARE TO BE COPPER. 3. ALL AREA CLEAN FLOOR DRAINS ARE TO BE SET AT 3/4" BELOW FINISHED FLOOR GRADE. 12" X 12' S/S FLOOR SINK PROVIDED BY CUSTOM S / V �� STAINLESS FABRICATOR. PLUMBER TO USE HIGH TEMP 1 �� 8\ 8 MECHANICAL ROUGH—IN NOTES 4 X4.5 , 5 X7.2 , 9 , 1.2� 1.3 ; 2 2.5 ; 3 3.5 , 6 RESISTANT MATERIAL FOR DRAIN UNE. THIS DRAIN IS 7 - � FOR 180' WATER DISCHARGE FROM THE DISH WASHER. � THIS ROUGH-IN DRAWING INDICATES THE LOCATION OF ALL UTILITIES �, - - - ❑ - - -- - - - - - - - - - REQUIRED PLUS RECOMMENDED MINIMUM AREA FLOOR DRAINS. UTILITY REQUIREMENTS AND DIMENSIONS ARE BASED UPON THE EQUIPMENT F 9, VTR FS1 TD ' TD FS2 FD SPECIFIED. -7" 2'-11p 1'-11° 5'-2 2'-2" 0. 2'-0' 1'-11 14'-7° ALL PLUMBING LINES SHALL BE EXTENDED THROUGH AND OUT OF THE BUILDING WALLS WHERE POSSIBLE. F.6; - - - - - — — — ,- - - - - - �- - - _ -- ALL PLUMBING LINES SHALL BE EXTENDED AND INTERCONNECTED TO ALL I - CONNECTION POINTS ON THE EQUIPMENT BY THE G.C. N ❑1 a I I I i I I 'O.-C-4 FSt = I h; I ALL INDIRECT WASTE AND CONDENSATE DRAINS SHALL BE EXTENDED D ja _ 111 FROM EQUIPMENT FITTING TO APPROPRIATE DRAIN BY THE G.C. L II ® li ONLY COMPONENTS SUPPLIED STANDARD BY THE MANUFACTURER ARE INCLUDED. SHUT-OFFS, PRESSURE REGULATORS, VACUUM � N =� I BREAKERS,ETC.,SHALL BE BY THE G.C. 1 09 - - - - - - - - - - ❑ - A/ I I I I p M N ^ tlll 9 =r---------=1= �I FD F52 Fp FS1 V TR -i �I 3-2' 2'-3 5-9 5'-1' 2'-3-411-7- 3'-11 ' 3 2'-2 10-11 I I G � I I I � 1i 1 1 I' - -- - ❑ FD i-- 1�1 I II i / 1 I i I I I II Q n, 1 1 II ' II ✓V u�i_i ii - t - -- " �� Issue Date: 03-23-2012 �� REVISION INFORMATION I I I I I I - �--�� = \, RL 77 6/17/2013 - fi. OWNER REVISIONS IIIIII7/1/2013 - - - - - - - - - - - - - - - � _ { ,moi I - - -- 3 �- I ' - �- - OWNER REVISIONS 7/30/2013 FS REVISIONS 5 CD FS2 N _ -- -- - 6 4 NOTE: 7 { --- ❑ 1' COPPER CONDENSATE DRAIN LINES BY 00 ' O I PLUMBER. RUN DRAIN LINES FROM EVAPORATORS ❑ I FS1 I / TO FLOOR SINKS. LINES IN COOLER TO BE FULLY 8 I i ,; :I. INSULATED. ONES IN FREEZER TO BE WRAPPED IN ❑ I 3 4 — I I i , 120V HEAT TAPE. 0 3 M FS2 - Restaurant #: 0457 C 3° f St FS2 FD F - - FD - - - - - - Q �I 2 3'-1 -5'-3 4'-4 4-6 -10 3-0 RED LOBSTER 457 1 ❑ _ _ _ __ _ __ _ RENOVATION Updated thru#2 -2011 10330 SOUTHWEST co GREENBURG ROAD I ph b 1 ' l ' ' 'co ' Fo , II ❑❑ tV III f III i nn�l 0 _ 17 1� Ili �---�--U�--❑'--� - �__—_ ° ' ❑� VIR '�� •LfJ IIS I o _ _ _- _ ___ -- 1 I �ill S I I -----J---- -------------- ---- - I TIGARD, OR B❑ ~' I - _— - - - - - - - - - --- ab I s , FOOD SERVICE DRAIN I LOCATIONS - L -J - -- -- - - -- - - - - - - - - - - - - N I IF FS301 1�' �1.3 2� �2.5 , 3� �3.5� 4� �4. 5� ( 6� 6,5 8� J 7 WATER CONNECTION SCHEDULE u P18A (5 EA) 1/2- H&CW 18" AFF. (HAND SINKS). J `J J 4 P18B (1 EA) 1/2- H&CW 12" AFF. GENERAL CONTRACTOR TO SUPPLY & INSTALL L L\ MIXING VALVE HOSE BIB BELOW HAND SINKS AND AT DISHWASH AREA'AS �HOwfiJ 9 85 4 _ P21 3/4" HW (140 DEGREE) 18" AFF. (DISH MACHINE WITH BOOSTER). ARCHITECTS (2. 3 , (3-5 / 4� r4.5 , (/ 5� P22 1/2" H&CW 54" AFF. (PRE-RINSE HOSE REEL PLUMBER TO INSTALL W'XIN'G4ALJE FOR J EACH). TP24 (2 EA) 1/2" H&CW 12" AFF. (POTWASH SINK) DP3 ARCHITECTS, LTD. � � � P28 1/2" H&CW 24" AFF. CONNECT TO #288 - DIPPERWELL, (HW ONLY - CAP CW). 211 East Broad Street Greenville, SC 29601 ' �I I " T. 864.232.8200 F. 864.232.7587 P30 (2 EA) 1/2 H&CW 12 AFF. (PREP TABLE WITH SINK). (F�- P31 1 CW (UNSOFTENED WATER), 90 AFF. - REDUCE AND CONNECT TO www.DP3architects.com - - --------- ------- -- - - - - - - - - - - - - - - - - - - - _ _ FILTER SYSTEM AND BRANCH TO THE FOLLOWING: CHASE - _ I I 4 ITEM 17A -(4)CARBONATORS AT 90" AFF. I " ITEM 28C -FILLER FAUCET AT 24 AFF Ll (BREAD COUNTER, ITEM 28). ARCHITECT'S PROJECT : ITEM COFFEE BREWER AT 54" AFF. 85 oFF B 1139 „ I I ITEM 89 - PITCHER FILLER AT 24" AFF. 3-11 3-5 12 1 " P31 I 6 P81 I I NOTE: ALL COPPER WATER LINES BRANCHING FROM FILTERS TO EQUIPMENT TO BE RUN ABOVE -� CEILING. (E.5, - - " " P31 A 3/4 CW (SOFTENED WATER), 90 AFF. - REDUCE AND CONNECT TO FILTER SYSTEM AND BRANCH TO THE FOLLOWING: ITEM 84 - TEA BREWER AT 54" AFI". I I NOTE: ALL COPPER WATER LINES BRANCHING FROM FILTERS TO EQUIPMENT TO BE RUN ABOVE CEILING. I " " P31 B (3 EA.) 1/2" CW (UNSOFTENED WATER), 90 AFF. CONNECT TO: ITEM 88 - ICE MAKER HEAD 0 84" AFF. (EACH ICE MAKER TO HAVE ITS OWN FILTER) ITEM 92 - ICE MAKER HEAD 0 84" AFF. NOTE: ALL COPPER WATER LINES BRANCHING FROM FILTERS TO EQUIPMENT TO BE RUN ABOVE CEILING. MEZZANINE PLAN P39A 1/2" H&CW 60" AFF. (MOP SINK AS SUPPLIED BY G.C.) P39B 1/2" H&CW 72" AFF. (ECOLAB EQUIPMENT) P57 1" H&CW DOWN FROM CEILING (CHEF'S COUNTER -BRANCH TO CONNECTIONS ON FILL FAUCETS. P65 1/2" CW DOWN FROM CEILING (CONVEYOR OVEN FILL FAUCET) (PROVIDE MIXING VALVE AND RUN DOWN OUTSIDE FACE OF HOOD). P81 1/2" H&CW 18" AFF. (BEVERAGE COUNTER) ( ( 2. ( 4� �4. ( ( ( ( ( 9� P106A 1" H&CW DOWN THRU WALL TO 8" AFF., REDUCE AND RUN WATER LINES THRU BAR DIE ,1.2 , ,1.3 , , 2 , 5 , , 3 , ,3 5 , , 5 , 6 , , 7 , ,7.2 , 8 , ,8.2 , TO UNDER BAR EQUIPMENT, (BAR SINK, BLENDER SINK, HAND WASH SINK & SERVICE BAR BLENDER SINK). I I I \ P21 2 P18A P24 9„I I ,- � 8-7 „ 3 11 2 2 Fill - -- - - - - - - - - - - - - --- -- - - - -- - PLUMBING ROUGH-INNOTES I I I I I I I I CV — ® THIS ROUGH IN DRAWING INDICATES THE LOCATION OF ALL UTILITIES - - \ P24 REQUIRED PLUS RECOMMENDED MINIMUM AREA FLOOR DRAINS. UTILITY P22 I FROM FILTER BANK /� I 4 REQUIREMENTS AND DIMENSIONS ARE BASED UPON THE EQUIPMENT a � , TO FEED #88 c SPECIFIED. I I I I I I I w I (SEPARATE FILTERS) P31 B _ P18B __-�] - --------- --- BUILDING __ _ -- I ALL PLUMBING LINES SHALL BE EXTENDED THROUGH AND OUT OF THE I s f1r I - I -- - - - I- - — - - - - - - - - - - - - - -� - - - - - - - - - - --T-- - _ _- _ " - I - , - „ - I - - - - El- - - - - - - BUILDING WALLS WHERE POSSIBLE. 10-5 _ II _ `� ' ALL PLUMBING LINES SHALL BE EXTENDED AND INTERCONNECTED TO ALL CONNECTION POINTS ON THE EQUIPMENT BY THE G.C. O cJ ALL INDIRECT WASTE AND CONDENSATE DRAINS SHALL BE EXTENDED CSD FROM EQUIPMENT FITTING TO APPROPRIATE DRAIN BY THE G.C. 18A 'r ONLY COMPONENTS SUPPLIED STANDARD BY THE MANUFACTURER ARE �JJ PRESSURE REGULATORS,VACUUM BREAKERS, P18A TC.UDED.SHUT-OFFS, o _ _ _ " ,SHALL BE BY THE G.C. P57 I � � I I 2 P65 i P39B � ' � ' PLUMBING CONTRACTOR TO PROVIDE AND INSTALL COPPER VENT STACKS - - - ON STEAMERS (ITEM #35) -- r�, r I I �-- I I I I I I I I III I I III I I� I I I s I III I I II I L- - I M � IiD III I I II I - n�MM I IIL I I JI I I I I I I N I � IBJ I'' I 0% I I I IIS I I I _ III , I I I I I I I I I 00 m I II \ I 12'-L8"-./ - 4�1 169-2 I � _ li i I ' =J - - - SPRAY V LVE - - 'r�' - - - -_-- - - - '� & HOSE IIM I I II I I I I I I I I I I IBJ-L� I I II III - l . I I I I I I C:� II I I I I I I 0 I I I I I I I jII 9 1 II I - I I I F= III _ FILL FAUCET LL_ IIII I I III II IIII I I II II I I I I I I I I I jllj I I II II \\ I IIII I I II I I � I I I I I \\ IIIILI I IIT I I I I � IIII I I III I I I (D.45�- - - - - - - ___ - -I I I I I I =_� Iii i i ii FILL FAUCET I II I I II IIII // I Issue Date: 03-23-2012 I III I I III IIII ,` \ � REVISION INFORMATION II OO I I q I III I I _ - P18A 6/17/2013 i _jOWNER REVISIONS (per- - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - -- - E \ , ' P28 -- -- 3 7/1/2013 OWNER REVISIONS P31 I 7/30/2013 I I I I = � --- - FROM FILTER,BfkNR II I 4 FS REVISIONS I I I I I 0 TO FEED C 00 I 1 ; I I I • 04 / \ a I I I I I I Cps 6 P81 ----- _ 7 O i i co NOTE: ALL COPPER WATER UNES BRANCHING FROM f I FILTERS TO EQUIPMENT TO BE RUN ABOVE COUNG. BANKI - II I P30 I 10 TO FEEDi85 \/ I • " i — 2 - -- 31 B °O Restaurant#: 0457 4 ------ - FROM FILTER BANK ' n ❑ I I I I I I ; � I ___--- I TO FEED #17A - RED LOBSTER 457 �n /\ I P31 I 31A I I I I I I I , ,i , t . , , „ 85 FROM Fl TER BANK 4 - -3 - 8-6 I . 31 ,: RENOVATION TO FEED #89 __ ° °O ------ M I IIII 4 R o 0 o a Updated thru#2-2011 9 10330 SOUTHWEST I • I " ' _ GREENBURG ROAD � � I .. i BLENDER SINK CED FROM FLIER BAN(To FEED#09 RMI FLIER BAN(TO I N — • cp co P81 "' I ° ------------- 9' I I I I I I _J I I I ------ ------- ----- ----- -- ------------------- TIGARD, OR _ -- HA 4 C M T K BLENDEI�SINK „ - - - I - - -- - - - HAND SINK - - I - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - I�4'-1 I I I I I 106A I I I FOOD SERVICE I 2 Fl�OM FILTER BANK P31B1 I I I I I I TO FEED X92 9 / WATER i I I REQUIREMENTS E11P3 I - I _LL - - - - - - - - I - - - - - - - - I I ( 1 (1.3� ( 2� (2. ( 3� (3. (4� (4.5' 5� 6� (6. ( 8� ELECTRICAL ROUGH-IN SCHEDULE ELECTRICAL CONNECT10N LEGEND E1 120-V 1 PH SERVICE, 20.0 AMPS. ELECTRICAL CONNECTION� AT 102" AFF FOR NOTE: SERVICE AT WALK-IN FREEZER (EXTEND TO LIGHTS AS REQUIRES REFFR TO SH0,P LOCATIONS FOR REQUIRED DISCONNECTS DRAWING). DUPLEX RECEPT., 20-AMP, 120-VOLT, GROUND TYPE, HORIZONTAL TO BE LOCATED BY THE ARCHITECT, " T SUPPLIED AND INSTALLED BY THE E1 A 208-V 1 PH SERVICE, 19.0 AMPS. ELECTRICAL CONNECTION AT 10?. AFF FOR, MOUNT ELECTRICAL CONTRACTOR IN SERVICE AT, WALK-IN DRAIN LINE HEATER. l � SIMPLEX RECEPT., 20-AMP, 120-VOLT, GROUND TYPE, HORIZONTAL ACCORDANCE WITH ALL LOCAL CODES. E1 B 208-V 3 PH SERVICE, 3.0 HP, 15.3 AMPS. ELECTRICAL COINE,(;TIOh . 6" A ARCHITECTS REFER TO ARCHITECTURAL DETAILS. REMOTE LOW TEMP CONDENSING UNIT ROOF MOUNTED, (3.5 , (\ 4 ,4.5 , 5 �}- NT FOR SERVICE AT ITEM 1B, MOUNT E200 LOCATION BY ARCHITECT (INTERCONNECT TO 3 EA. 10.9A EVAPORATORS- REFER DP3 ARCHITECTS, LTD. 2 J JUNCTION BOX TO SHOP DRAWING). E17C E 5 E84 I 1 1 0 211 East Broad Street Greenville, SC 29601 E2 120-V 1 PH SERVICE, 20.0 AMPS. ELECTRICAL CONNECTION AT 102 AFF FOR 1'-9" 4'-0" 1'- " 12" SERVICE AT ITEM 3, WALK-IN COOLER EXTEND TO LIGHTS AS REQUIRED-REFER TO T. 864.232.8200 F. 864.232.7587 © POS / PRINTER SYSTEM DATA CABLE ( www.DP3architects.com F�- - - I - - - rt - - - - _ - ® ELECTRICAL CONDUIT FEED NOTE: REMOTE COMPRESSORS AND E2B 208-V 3 PH SERVICE, 2.0 HP, 10.7 AMPS. ELECTRICAL AFF FOR SERVICE AT ITEM 2B, REMOTE MEDIUM TEMP CONDENSING UNIT ROOF MOUNTED, LOCATION BY 1 _ I I I I I - - - ROOF MOUNTED FANS SHALL BE ARCHITECT INTERCONNECT TO 10.9A EVAPORATORS- REFER TO SHOP DRAWING). o ❑ FIELD WIRING, CONCEALED IN WALL, FLOOR, CEILING OR WITHIN LOCATED BY ENGINEER. REFER TO ( ) EQUIPMENT MECHANICAL PLANS. ARCHITECT'S PROJECT : ' ' 1 NOTE: VERIFY ALL WALK-IN ELECTRICAL 1139 _____-_ ; 12" X 48" FLOURESCENT LIGHT FIXTURE REQUIREMENTS W/MANUFACTURER'S SHOP DRAWINGS I - - - - E57 120/208-V 3 PH SERVICE, 225 AMPS. DOWN FROM CEILING THROUGH (E.5, 1 1 I NOTE. ITEM 57 ARE ASSEMBLED ITEMS CHASE CONNECT TO INTEGRATED LOAD CENTER IN PRE-WIRED CHEF COUNTER. THAT WILL REQUIRE RE-CONNECTION BY VERIFY ALL CONNECTIONS WITH FABRICATORS SHOP DRAWING. CHEF COUNTER - ---_- I THE ELECTRICAL CONTRACTOR. COMES PRE-WIRED WITH GFI RECEPTACLES TO INCLUDE THE FOLLOWING ITEMS: ITEM 34 120/1PH, 6.0 AMPS, UNDER COUNTER REFRIGERATOR I I ITEM 42 120/1 PH, 6.0 AMPS., COUNTER TOP BREAD WARMER ITEM 55 208/1 PH, 55.0 AMPS, 210OW MICROWAVE OVEN ITEM 56 120/1 PH, 15.0 AMPS., HOT FOOD HOLDING CABINET I 1 PH AMPS EA. DUAL HEAT LAMP 2 LOC). NOTE: TEM 58 208/ 20 0 ( ) ELECTRICAL CONTRACTOR IS ITEM 59 120/1 PH, 20.0 AMPS, 1000W MICROWAVE OVEN RESPONSIBLE FOR CHECKING THE SEALS ITEM 41 208/3PH, 20.0 AMPS., BREAD WARMER 1 I I I I I AROUND ALL PENETRATION TO THE ITEM 75 120/1 PH, 12.0 AMPS, REF. PANTRY COUNTER WALK-IN FREEZER AND/OR COOLER ITEM 64 120/1 PH, 10.0 AMPS, 12" X 47" MECH. COLD PAN. PANELS WHILE INSTALLING THE LIGHTS. ITEM 66 120/1 PH, 8.0 AMPS, 12" X 20" MECH. COLD PAN. PLAN ITEM 68 208/1 PH, 10.0 AMPS, APP WINDOW DUAL HEAT LAMP MEZZANINE VERIFY WALK-IN LIGHT DRAWINGS LOCATIONS WITH ITEM 40 120/1 PH, 13.0 AMPS, PASS THRU REFRIGERATOR MANUFACTURERS SHOP DRAWINGS ITEM 38 120/1 PH, 17.0 AMPS, PASS THRU FREEZER ITEM 71 120/1PH, 8.2 AMPS., DROP IN HOT WELLS, (2 LOC). ITEM 54 120/1PH, 10.0 AMPS., BUTTER WARMER ITEM 60 120/1PH, 15.0 AMPS, DRAWER WARMER. ITEM 200 120V 20A CONVENIENCE OUTLETS. (5 LOCATIONS). / / / (3.555�/ / _ _ _ _ _ E57A 120/1PH DEDICATED POWER AND DATA CABLE FOR PANTRY PRINTERS 2� (1. ( 2 (2.5� ( 3� ( 4� 14.5 ( 5� ( 6� 7� ( 7. ( $� ($, ( g� AND MICROPHONES - DOWN FROM CEILING THRU CHASE AND RUN THRU WIRING ' CHASE TO LOCATIONS PROVIDED BY OTHERS. C TT - PROD T 'rls PP. /F.9 C. NOTE: REFER TO S/S FABRICATORS SHOP DRAWINGS (, E21B I I FOR LOAD CENTER DETAILS 57 E21 A 1 I I I I I I I I 5'-8» " 4 E17A (4)120/1 PH, 7.7 AMPS, CARBONATORS, ELECRICAL CONNECTION AT 90" AFF E17C 120-V 1 PH SERVICE, 5.0 AMPS. ELECTRICAL OUTLETS AT 24 AFF FOR SERVICE AT SODA SYSTEM. _ - - E21 A 208-V 3 PH SERVICE, 56.0 AMPS. ELECTRICAL CONNECTION AT 72" AFF FOR SERVICE AT ITEM 21, - DISHWASHER MOTORS & TANK HEAT. I 1 � I 1 � 1 � �� / E218 208-V 3 PH SERVICE, 125.0 AMPS. ELECTRICAL CONNECTION AT 72" AFF FOR SERVICE AT ITEM 21, __ DISHWASHER BOOSTER HEATER. 0 ' E88 d E28D 120V 1 PH SERVICE, 15 AMPS, 18" AFF. - BRANCH TO FABRICATOR SUPPLIED OUTLET IN BREAD TABLE. E33 REFER TO EXHAUST SYSTEM MANUFACTURER'S SHOP DRAWINGS AND PROVIDE REQUIRED SUPPLY ON AI I 1 ROOF FOR EXHAUST AND SUPPLY FANS AS LOCATED BY MECHANICAL ENGINEER. E] ' 2'-7" 1 19'-6" E34 120/1PH, 6.OAMPS, ELECTRICAL CONNECTION, UNDERCOUNTER REFRIGERATOR (4 LOC) - (3) AT 18" - - - - - _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - - __ - _ _ _� _ _ _ _ _ I_ _ _ _ _ _ _ AFF FOR SERVICE AND (1) LOCATIONS POWERED THROUGH LOAD CENTER, ITEM 57. 1 E35 (5) 208/3PH 50AMPS EA., SERVICE FOR TURBO CHEF OVENS, ELECTRICAL CONNECTIONS (2) AT 24" AFF AND (2) AT 48" AFF.,(2 LOCATIONS). O0 E36 (2) AT 120/1PH, 6.OAMPS EACH, ELECTRICAL. CONNEC11ON AT 24 AFF FOR SERVICE AT DOUBLE 0 CONVECTION OVEN. II E38 120/1PH 13AMPS, MOUNT RECEPTACLE IN CEILING, PASS THRU FREEZER (28 DEGREE FRY BOX). E57 'I I 2 3 E44 (3) AT 208/1PH, 2.0 AMPS, DBL CONVEYOR OVEN, NEMA L6-20P, ELECTRICAL CONNECTIONS AT 18", r I --- r r----------, 24" AND 36" AFF. (1 IS FOR FUTURE USE) ! o L--------J ----------- • - -_J L--------L E47 1 AT 120/1PH, 10.0 AMPS AND 3 AT 120 1 PH 8.1 AMPS 4 BANK FRYER BATTERY ELEC E57A E35 E56 E E51 O " O / � o - - - - - - - - - 1 - _ _ - - - CONNECTION AT 18 AFF �'-6" 2' 0" " 1' 6" '-3 13" 131 1' 9" " 1" 9" 1' 1 " 2' 3" I E48 (1) AT 120/1PH 10AMPS AND (1) AT 208/1PH 8.1 AMPS., HOT/COLD TAKE OUT BOX, 1 I ELECTRICAL CONNECTION AT 85" AFF. � 120/1PH, 6.0 AMPS, WORKTOP REFRIGERATOR CONNECTION AT 18" AFF E51 120/1 PH 15.OAMPS SINGLE SECTION BROIL BOX AT 85" AFF (2 LOCATIONS) O iii i i iii 1 L\ - I I �+ " TILT _ul1 I 1 , ® , E55 208/1PH, 20.OAMPS, 210OW MICROWAVE OVEN, NEMA 6-20P, (2) AT 72 AFF AND (1) POWERED Q THROUGH LOAD CENTER ITEM 57. [� °o° 1° ' ' ; 11 '� ; I , I E56 120-V 1 PH SERVICE, 900W, 15.0 AMPS., 1/2 SIZE HOT HOLDING CABINET (3 LOC) - (2) [� 10 ' " LOCATIONS ELECTRICAL OUTLET AT 48" AFF AND (1) LOCATIONS POWERED THROUGH LOAD CENTER, ITEM 57. Fiy-t-i-;�- E56 I E33 1 E59 120-V, 1 PH 20 AMPS. 24" AFF. (1000 WATT MICROWAVE) 1y I I II I- _ _ _ _ ' " REFRIGERATOR. �_�� 1 r I E63 120/1PH 3.5AMPS, ELEC CONNECTION AT 18 AFF., UNDERCOUNTER C] I I I I I I I I I I » E67 120/1PH, 17.OAMPS., ELEC CONNECTION AT 85 AFF., SINGLE SECTION FREEZER R 1 ' ' ' ' ' ' ' E82 120/1 PH, 6.0 AMPS, WORKTOP REFRIGERATOR, ELEC CONNECTION AT 18" AFF q-;;-;;-- 1 -6 , 6-0 -8 1 -8 , , 1 " 1 I 1 0�== E84 120-V 1 PH SERVICE, 15.0 AMPS. ELECTRICAL OUTLET AT 54 AFF FOR SERVICE AT ICE TEA BREWER. A , MOUNT OUTLET HORIZONTALLY. - 111 E85 120-V 1 PH SERVICE, 15.0 AMPS. ELECTRICAL OUTLET AT 54" AFF„ COFFEE BREWER, MOUNT OUTLET E120 HORIZONTALLY. 1 III I I II II I I I I I I I II LI _II __ E82 Inc) ' 11 1-' "T- --- ' ' ' E88 208-V 3 PH SERVICE, 15 AMPS EA. ELECTRICAL CONNECTION DWN FROM CEILING AT 98" AFF, 1,300LB ' III I III " '» ,I n '_3" 2'-5" 11" ICE MAKER. (2 CONNECTIONS) Issue Date: 03-23-2012 /� r_____----_, E200 R II I II ,111 '� 1 I 1 ;,. I E88A POWER FOR REMOTE CONDENSER COMES FROM ICE MAKER, ITEM E88 ROOF MOUNTED, LOCATION BY _-__ ' 11 1 1 11 - ��->r--------� ARCHITECT. 2 CONNECTIONS I I I ! I I I 1 r 1/ I I � III I I III � 1 � I R � / ( ) cv /� II -TV L JJ �� , 1 `� ,�'' % E92 120/1PH, 20.0 AMPS EA, ICE MAKER, ELEC CONN AT 38" AFF REVISION INFORMATION E34 R II __ E55 E63 E47 �E�49 -E67 00 /'' i E101 ELECTRIC FEED FROM ABOVE CEILING DOWN THRU WALL CHASE FOR THE BAR AND SERVICE BAR. ILI1 I I ^ __ 1__" _ II 1 3 EXIT CHASE AND RUN WIRING THRU BAR DIE WALL AND THRU SERVICE BAR AND CONNECT AS _ � 1 `., °0 I 1 p R - % \ FOLLOWS: " -11- I � \ _ _I. 11 r ____ c - - �� BAR LIGHTS 120/1PH, 20.0 AMPS TOTAL, ELEC CONNECTION AT 39 AFF 6/17/2013 IL 1 1j i E35 - _-__-_ ; I \/ I - _ ----� UTILITY OUTLET - 120/1 PH, 20.0 AMPS ELEC CONNECTION AT 38" AFF 2 - E2 I ; I �__ _______� ; ; ITEM 102 - 120/1PH, 15.0 AMPS EA, ISLAND OASIS, ELEC CONN AT 12" AFF AT BAR DIE WALL OWNER REVISIONS AND 54 AFF AT OTHER LOCATION. 7/1/2013 E28D "' I ► ' ITEM 114 - 120/1PH, 8.0 AMPS, MUG FROSTER, ELEC CONN AT 12" AFF. 3 OWNER REVISIONS ITEM 115 - 120/1PH, 20.0 AMPS, BLENDER SINK, ELEC CONN AT 12" AFF. (BRANCH TO OUTLET). 7/30 2013 E200 " 4 FS REVISIONS E102 (3 EACH) 120/1PH, 15.0 AMPS EA, ISLAND OASIS, ELEC CONN AT 38 AFF 000 `, � ' ' i I R - i i E113 120/1PH, 10.0 AMPS, 3 DOOR REFRIGERATOR, ELEC CONNECTION AT 18" AFF. 1 _ 34 0 / - L _ _ ___ __ `� i ----------� i E113A 120/1PH, 13.0 AMPS, 4 DOOR REFRIGERATOR, ELEC CONNECTION AT 18" AFF. 5 E115 120/1PH, 20.0 AMPS, (BLENDER STAND) E117 120 PH, 5.0 AMPS FOR UNDER BAR LIGHT 0 39" AFF HORIZONTAL E200-- - » I E121 120/1PH, 15.0 AMPS, LOBSTER TANK, ELEC CONNECTION AT 24 AFF. 12 x 48 FLUORESCENT FIXTURE 1 " /�' �� "' 1 E200 120-V 1 PH SERVICE, 20.0 AMPS. DUPLEX OUTLETS AT 54 AFF CONVENIENCE OUTLETS. MOUNT r E36 (TV). LIGHTING FIXTURE LAYOUT OUTLETS HORIZONTALLY (5 LOCATIONS). 7 ON WALK IN SHOP DRAWINGS ' I 1 O 1 1 1 �' E1 I ' E201 120/1PH 20A 38" AFF. LIQUOR DISPLAYS - MOUNT HORIZONTAL) 4 1 1 1 TAKES PRECEDENCE OVER THESE / F-11 1 1 1 1 I ° I 1 0" E1 A DRAWINGS. E17C 8 O I A2A3 I I I ELECTRICALROUGH-IN NOTES 0457 - - - - - - - - - - ---------- - - - -1 - - - - - Restaurant#. r I- -.� 1 r E102 El 13j E201 E201 I E201 113 ' ' "-_ _-' ' i i 1 ; , --- -- - - 1 ' ' 1. THIS ROUGH-IN DRAWING INDICATES THE LOCATION OF ALL UTILITIES REQUIRED PLUS RECOMMENDED MINIMUM CONVENIENCE OUTLETS. UTILITY RED LOBSTER 457 -6" 15" 15" -6" -6" '-2" 4'-8" `\ 1 ' ' ' ' I 1 1 1 1 1 1 E200 ^ REQUIREMENTS AND DIMENSIONS ARE BASED UPON THE EQUIPMENT L_ , L_J I SPECIFIED. RENOVATION 2. ALL ELECTRICAL LINES SHALL BE EXTENDED THROUGH AND OUT OF BUILDING E85 N -?- WALLS WHERE POSSIBLE. Updated thru #2-2011 3. ALL ELECTRICAL LINES SHALL BE EXTENDED TO AND INTERCONNECTED TO ALL CONNECTION POINTS ON THE EQUIPMENT 4. ALL NECESSARY LINE DISCONNECTS AND STARTERS SHALL BE FURNISHED 10330 SOUTHWEST 5_110--t15 15 15" I 1 i AND INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS INCLUDED AS A 1 , `.__ ; STANDARD COMPONENT OF MANUFACTURED EQUIPMENT RE B U RG ROAD -------- ------------------------ R I I 1 I I I 1 ``\ 5. ALL JUNCTION BOXES, DISCONNECTS, ETC., SHALL BE INSTALLED SO AS TO 1 r ISLAND OASIS E121 2 1 El 7A 4 1 i i NOT INTERFERE WITH EQUIPMENT PLACEMENT. 1 6. CONVENIENCE OUTLETS SHALL BE LOCATED BY/ARCHITECT TO ASSURE nl E85 - UTILITY ' 1 , -- ( COMPLIANCE WITH APPLICABLE CODES. ALL OUTLETS SHOWN AS UTILITY 1 E84 E117 ; 0 0 0 0 - �\ ii h ' �- I i i OUTLETS TO BE FURNISHED WITH GROUND FAULT INTERRUPT RECEPTACLES ® N i l l i 1 p J ----- -=====- -===-------_ - ====== �I 1 1 1 1 ° - I1 __ _ - _ - --_� , i i 7. ALL SYSTEMS SHALL BE WIRED BY OTHERS IN STRICT CONFORMATION WITH TIGARD OR _ M _ _ _ _ ' I 1 THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. / � _ _ _ 1 _ _ _ _ 1 _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i 8. ALL INTERCONNECTIONS BETWEEN POWER SUPPLY AND FOOD SERVICE \ E ' 1- - i EQUIPMENT AND ALL NECESSARY HARDWARE TO IMPLEMENT THESE 1'-8" - ---2'-11" 2'-9" -4" I 1 1 6" 1 1 1 I 1 ; CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ELECTRICAL 1 I I 1 CONTRACTOR. 1 E115 E101 LIGHT 1 �------� �------1 ; ; 9. STARTERS, RELAYS, HEATERS, AND SWITCHES REQUIRED FOR EXHAUST AND F®®® SERVICE I I I i / SUPPLY FANS ARE TO BE SUPPLIED AND INSTALLED BY THE ELECTRICAL E92 I BLENDER STAND , I I 1 1 PROVIDE 3/4 DIAMETER CONDUIT I E88A I kiliiDli i (\ 9 ,1 CONTRACTOR. 1 2,_2» I W/ 7 EA. #10 WIRES AND INTER- 1 , L_____; L_____; I �-'I 10. WALK-IN FREEZER COMPRESSORS: ELECTRICAL CONNECT TO EVAPORATOR COIL IN ____ ' 1® I I INTERCONNECT TO COIL IN FREEZER BOX ROUGH-IN COOLER AND FREEZER ; I I I I I INTERCONNECT BETWEEN TIMER & CONTACTOR INTERCONNECT BETWEEN TIMER & PRESSURE CONTROL SOLENOID - - - - - - INTERCONNECT BETWEEN CONTACTOR & COMPRESSOR FAN INTERCONNECT BETWEEN TERMINAL & CONTACTOR Ila hi h 14 I 11. WALK-IN FREEZER BOX: �------------------- �� 1 I - CONNECT DRAIN LINE HEATER TO TERMINAL STRIP 1 1 2 CONNECT PAN HEATER TO TERMINAL STRIP 12. ALL ELECTRICAL UNDER COOKING LINE EXHAUST HOOD TO SHUT DOWN ■ J WITH SHUNT TRIP TIED IN TO HOOD SYSTEM. ELECTRICAL ENGINEER TO El ID3 2� (2.553 ( 3� (3.5� ( 4� (4.5� ( 5� ( 6� (6.5� g� CONFIRM ALL COMPLIANCE. I i KiriN."NEN DISPLAY SYSTEM LOCATIONS KEY J r� r ALLEY #1 - DECK MOUNTED TO BACK OF CHEFS COUNTER UPPER SHELF - FACING SERVER ALLEY SIDE. FEED FROM OVERHEAD, DOWN CHASE TO THE UPPER SHELF CHASE RUN TO J-BOX LOCATION. } r' r> GRILL - POLE MOUNTED AT THE END OF THE HOOD AS SHOWN: y FEED OVERHEAD THROUGH CEILING TO LOCATION. ® LOAD SCREEN - POLE MOUNTED AT THE END OF THE HOOD AS SHOWN. FEED OVERHEAD THROUGH CEILING TO LOCATION. ® FRY - POLE MOUNTED AT THE END OF THE HOOD AS SHOWN. FEED OVERHEAD THROUGH CEILING TO LOCATION. o ASSEMBLER #1 - DECK MOUNTED TO THE UPPER SHELF OF CHEF'S SIDE OF CHEF'S COUNTER. FEED FROM OVERHEAD, DOWN CHASE ARCHITECT'S PROJECT #: THROUGH THE UPPER SHELF CHASE TO J-BOX LOCATION. 11139 NOTE: THIS UNIT ALSO REQUIRES A PRINTER. KDS6 APPS - DECK MOUNTED TO THE UPPER SHELF OF CHEF'S SIDE OF THE CHEF'S COUNTER. FEED FROM OVERHEAD, DOWN CHASE OF CHEF'S COUNTER THROUGH UPPER SHELF CHASE TO J-BOX ® LOCATION. O PANTRY - DECK MOUNTED TO THE UPPER SHELF OF CHEF'S SIDE OF THE CHEF'S COUNTER. FEED FROM OVERHEAD, DOWN CHASE OF CHEF'S COUNTER THROUGH UPPER SHELF CHASE TO J-BOX LOCATION. NOTE ALL KDS LOCATIONS REQUIRE A DEDICATED DUPLEX REFERENCE ONLY r APPROVED WITH THIS PERMTT RECEPTACLE AND DATA LINE MEZZANINE PLAN . � J D 0 I � C� I El El ----------- Li n --- i II II moo II I I I f LOCA11ON OF O COUNTER CHASE '7 ---- -- Iri- -A I 8_310- III I I IIL I A JII T I I N Q Ilf i CI OO o III / II , \ K 5 ILIL I I - - El ❑ ❑ II I I II // I w Ll 1��-�� KDS1 - KDS - - -- � I ---- / I � �J-LJJ I IIFS F-71I O O I Q I II I I I co IFF mo- T- w L III I N u l l 11 I I wl - _____� II I I II Issue Date: 03-23-2012 I II I I II IIII ` � i LLL-1 f"_3 f �f-3 � i REVISION INFORMATION i �\ 10 I I q II - - \ I I ! I \CLJ- I _ A I v I V \/ I I I --- I I El I K S6 - �- " I I � � I - _ NSR ° I �% ! . ! o 5 II i 6 \ _ 7 ----- ------V I I 0 I i ��. I , / \/ II 00 -- it Restaurant#: 0457 I I I II II I - I I I II II I I` RED LOBSTER 457 El I RENOVATION Updated thru #2 - 2011 - --- -- -- --- _- --- II I - 10330 SOUTHWEST - IIII GREENBURG ROAD I I A l i o ii i I il III NilII I � ❑ ❑ II II I I TIGARD, O I --------------- ------___-===-I ® ® ❑ FOOD SERVICE KDS LOCATIONS GAS CONNECTION SCHEDULE i PGA 2" GAS DOWN FROM CEILING AT END OF WALL AND CONNECT 'm'0 EQUIPMENT AS FOLLOWS; ITEM 45 - BROILER, 1" GAS 144,000 BTU ® 24" AFF. ITEM 47 - FRYER BATTERY, 1" GAS 420,000 BTU 0 24" AFF. _� _� ARCHITECTS (2.5 ( 3 (3-5 , ( 4 (4.5 ( 5 PGB 2" GAS DOWN DOWN FROM CEILING AT END OF WALL AND CONNECT TO DP3 ARCHITECTS, LTD. EQUIPMENT AS FOLLOWS: 211 East Broad Street Greenville, SC 29601 ITEM 44 - DOUBLE CONVEYOR OVEN, (3 EA.) 3/4" GAS 120,000 BTU T. 864.232.8200 F. 864.232.7587 EACH DECK (360,000 BTU TOTAL), ® 18", 24" AND 36" AFF. - 1 IS www.DP3architects.com (F-'\— - - - I - - - rt - - - - - - - - - - - - - - - - - - FOR FUTURE USE - CAP UNTIL NEEDED I I - -I ❑ I I I I PGC 1" GAS DOWN FROM CEILING - TEE OFF TO (2 EACH) 3/4" LINES AND I - CONNECT TO EQUIPMENT AS FOLLOWS: ARCHITECT'S PROJECT #: ITEM 36 - CONVECTION OVEN DECKS, (2 EACH) 3/4" GAS, 55,000 1139 i BTU EACH DECK (110,000 BTU TOTAL) FUTURE USE -3/4" GAS, 32,000 BTU ® 24" AFF. E 5, I 1 NOTE: GAS VALVES TO BE LOCATED BY ARCHITECT. ALL GAS ROUGH-INS O II STUB OUT BOTTOM OF WALL OR END OF CHASE AS INDICATED ON DRAWINGS ---- ------ I I I PLUMBER TO SUPPLY AND INSTALL GAS VALVES IN COMPLIANCE WITH ALL LOCAL CODES. I ALL GAS DROP FROM CEILING TO BE HELD AS 11GHT AGAINST WALL AND/OR END OF WALLS AS POSSIBLE. I I I I I I I I I I I I I MEZZANINE PLAN ( ( 2.5 , 3.5 , 4.5 1.2 , 1.3 , 2 3 4 5 6 ( 7 , (7.2 , ( 8 X8.2 , ( 9 , r � I I I I I i I I I F 9, I I I I (F.6 I _j- � -- _ - \- I I I I I 1 FZ / \ I \ I Q I I I I __ 1 I IREF NCE ONLY 199 71 r I _ I OT141S PF'P'wnT 09 I IOVED-NOT APP 0:7 � II - - I OG I 2 I NOTE: GAS UNE TO BE 1 I 'L- 'r-------- o Q �----------i L----------J L--------J LTJ AS TIGHT TO WALL AS p LE(E. //IIII I,IIIIIIuIIIIIIIIIII�IIlIIIlIIIIIII I III,�IIjIL-�IIIII�IfIIII,IIII,__IlIIIIIIIIIrIIII �III� IIIIIIIIII1IIIIIIIlIlII1IIIIIII �---�I In- II Np_-- i� PO-_S6 rS I BI 5""�` IIF1 r1 -- ---- 0 11k LI 11 O __ CONVY CD " O- - - - - - - - - - - - � PGB ItI1III ------- I I `') I ---- Issue Date: 03(a�-�O 2 3- I I 0lI®I-I❑ � - - =_s IIIIIIIISIISIIII _� IIIIIIIII II Ii I I - � -O _-_-O--_-_-_--_-IIIIIII,I II II II II I I -_-_-_--�-_'o�-_`_-®--_-_-_-O°-_-_--O-_-o_--_Oo_--_--_r-i-_'--_o_-III IIIIIIII III II II=-----p=- ARCHITECTS DP3 ARCHITECTS, LTD. 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 www.DP3architects.com - - - - - - - - - - - - -- - - I ELIEJ I I I I 0 ARCHITECTS PROJECT I I I I I 1139 (E.5, I I I I I � of'. I I I VENT RISERS ARE INTEGRAL TO PANT LEG ANINE P L.A N DUCT BY S/S FABRICATOR WITH A 10" X MEZZ10" DUCT COLLAR. SEE FABRICATOR'S SHOP DRAWING FOR DETAILS J / ---- -II----------o 1! 1---1❑�—-I II I-- -_ — -_ III-IlI--I�IIiIII_ Ii I I I I III I-I II IIII I I II III-I1I o ---- ---O --_o_----__(__II II I I II I II I II III I1I III I,I I I III 1--- `,`o`❑\-O©----� 0 II1,II - - tII I III I I I I I'I III I 1 I III II II II I III I I II'II III 6Ii 1I II I 1 II I II II O-Ip1I I =_1_-__-•_� Ilr�rI� LIIIlIIi�I1I I=- J� J��IIIJ III-IIIIIiI"I1IIIIIIIIIi_I1 l 1I IIIII I I 1 \-I / i -- - � II 1 I�I I I ---- 42� 4 1 .2 3 5 5 6 X 22VENT6" X 22" VENT RISER (UNLOADRISER (LOAD END 400 CFM END) 200 CFM ( 2 FF 77 - - - - - - - - - - - - - - - � - - - - - - � - - - - ILW E H T ANOP ALL INFORMATION PERTAINING T O„ COLLAR OLLAR-Q-U---A--„ N-T-IT-IE---S--,-SIZES,116� , LOCATIONS AS WELL S CFM �ALCULATIONS AND STATIC PRESSURE ARE TO BOBTAIN D FROM THE MANUFACTURER'S SUPPLIED SHOP DRA NGS. -iL III 1 I I------ I- ----------�` (gi � , 2 E.FE R E CE ONLY 1 UpOdatCed At�hrT1uQD#I2O - 2Nn�V�LS L NOT APPROVED WITH THIS PERMIT0Oul I I A -c„ 510 6„ \ 20,-c li- Q rill OT " III I II II 1IIT- STAINLESS BAR STOCK WELDED TO BOTTOM INSIDE Issue Date: 03-2.1S 1 3 1 - 2 0 12(D.5' EDGE OF HOOD FOR APP. FAUCET REVISION INFORMATION ILJ I 20' 11LO 6'-4„ 00 WALL STYLE EXHAUST CANOPY ALL INFORMATION PERTAINING TO COLLAR QUANTITIES, SIZES, LOCATIONS AS WELL AS CFM CALCULATIONS AND STATIC 6/17/20 1 3 OWNER REVISIONS 1 \ I PRESSURE ARE TO BE OBTAINED FROM THE MANUFACTURER'S SUPPLIED SHOP DRAWINGS. 7/1/2013A OWNER REVISIONS I 7/30/2013 6„ I ® FS REVISIONS 0 /. 0 A - 23_6 0 5 12" FIRE SYSTEM 7-7---CABINET 4 WALL STYLE EXHAUST CANOPY 6 ALL INFORMATION PERTAINING TO COLLAR QUANTITIES, SIZES, LOCATIONS AS WELL AS CFM CALCULATIONS AND STATIC PRESSURE ARE TO BE OBTAINED FROM THE MANUFACTURER'S 7 Li SUPPLIED SHOP DRAWINGS. 8F-1 Restaurant#: 0457 it - ❑ RED LOBSTER 457 RENOVATION 71 10330 SOUTHWEST GREENBURG ROAD TIGARD, R -j - - - - - - - - - - - - - - - - - - - -(RFOOD SERVICE 9EXHAUST HOOD El FD3 L - - -(A.SNOTE: ALL HOOD LOCATION DIMENSIONS4 ARE TO CENTER OF COLUMN.( Lxl�� 5 / (6.5�4.3� ( 2 (2 5� ( 3 (3 5� ( 4 (4.55� 5 I _ J J GENERAL NOTES I ARCHITECT IS TO DETERMINE IF LOCAL CODES MMANDATE THE USE OF CHASE MATERIAL TO HOUSE BEER AND SODA LINES RUNNING OVERHEAD ABOVE THE CEILING AND DOWN WALL) ,'CH ,SES. iF w CHASE IS REQUIRED, THE G.C. IS TO SUPPLY )AN !" S ;,ALL 6" QVC - - - - CHASES PER THE LAYOUT SHOWN ON THIS SHEE i. THE CHASE(S) ARCHITECTS (2.� (3.5 ( 3 ( 4 (4.5 , ( 5 �, ` SHALL MAINTAIN A MINIMUM 24 SWEEP WHERE REQUIRED, NO 45 OR 90 DEGREE BENDS ARE ALLOWED. IN THE EVENT PVC MATERIAL IS DP3 ARCHITECTS, LTD. NOT ALLOWED BY LOCAL CODES, THE ARCHITECT IS TO DETERMINE 211 East Broad Street Greenville, 29601 2 4 THE CHASE MATERIAL ALLOWED AND THE G.C. IS TO SUPPLY AND T. 864.232.8200 F. 864.232.7587 INSTALL ALL OVERHEAD CHASES PER THE LAYOUT SHOWN ON THIS www.DP3architects.com (F - -, -- - - - - - - - - - - - - - - - - - - - SHEET. ❑ ' ' o SODA LINES AT ALLEY BEVERAGE COUNTER: SODA TOWER N OVERHEAD FROM IBB RACKS TO WALL ARCHITECT'S PROJECT #: SODA LINES TO RU 0 E A I , , I I CHASE AT BEVERAGE STATION AS SHOWN. RUN LINES DOWN 1139 WALL CHASE LOCATION AS SHOWN. THE SODA LINES ARE TO EXIT WALL CHASE ® 8"A.F.F AND CONNECT TO VENDOR 1.5 _ - SUPPLIED SODA TOWER. , I I I I o SODA LINES TO BAR GUNS: SODA LINES TO RUN OVERHEAD FROM BIBB RACKS TO WALL CHASE AT BAR AS SHOWN. TEE SODA LINES AND RUN ONE BUNDLE DOWN WALL CHASE, EXIT WALL CHASE AT 12" AFF. o I I AND RUN SODA LINES THROUGH BAR DIE WALL AND CONNECT TO SODA GUN. THE OTHER BUNDLE IS TO RUN DOWN WALL CHASE, EXIT AT .12" AFF. AND RUN SODA LINES TO CONNECT TO TWO SODA GUNS IN SERVICE BAR. SODA LINES AT ALLEY BEVERAGE COUNTER: SODA LINES TO RUN OVERHEAD FROM BIBB RACKS TO WALL CHASE AS SHOWN. RUN LINES UP WALL CHASE TO MEZZANINE LEVEL AS SHOWN. THE SODA LINES ARE TO EXIT WALL CHASE MEZZANINE PLAN @ 8"A.F.F AND CONNECT TO VENDOR SUPPLIED SODA TOWER. SODA LINES TO BEVERAGE STATION SODA TOWER SODA LINES TO BAR GUNS (1.2� (1.3) 2� (2. ( 3� (3. ( 4� (4.51 ( 5� 7� (i.2� 8� 8.2� ( 9� ALL SODA LINES ARE TO BE INSTALLED BY COCA—COLA USA I 101 (F.9, I I I I I (F.6� - - - - --- - - —r- - -- - - - - - - - - -- - -- - - - - -- - -- - — - -- - -- I Fz-lg I I I I I I I II I I I I I I I I I I I C] I I-- / - - O WALL CHASE I I I .. o IP3 TO MEZZ. ♦ I I '• '• n�� 4 ♦ I �� U 4 I 0 0 I I ♦ I I I I I I " � n ♦ ----------jL----------`--------1.5 - CJ I I ♦ I I I I I I ♦ , ' I I Ll I ♦ I I I I I IL "♦ III I I III I I" I I I I I I I I I I I III I I III I L� I / ♦ III I I III I - IPA O ♦ I IIS I I J'I I I -- -- III I ® I I I I I I I I I I 00 � ♦ ' - II \\\ 1 ♦ � IM I I II � - I I I ♦ I I I I I l�J-LJ� I I I REFERENCE j N �.{ I fL - J NOT APPROVED WITH THIS�'E� � I I I I ♦ I I I I II 9 1 II I - f IT I ♦ IL-- III I I III 11 \` - - -- I I I I I ♦ I I I -1Ilj I I II �j \ - - - - - - ♦ III- I-I TIT- - -- - - - - - ♦ I---- \ III I I III I � i I ♦ I IIII I ( Issue Date: 03-23-2012 ♦ II I I II IIII I \ I I I I I I I ♦ I I '�/ �� " --- � � �� I `LL-L:::: REVISION INFORMATION ♦ /\ II II LlL `. I ♦ OO I I II I I I ♦ ♦ I - I I ___� � 6/17/2013 I A I I A I 2 OWNER REVISIONS I I I I ♦ INNN ❑ o 7/30/2013 ♦ , I I , ` I I 4 FS REVISIONS I "♦ 00 '` .00,__ ------ � I I I I 5 I F_ Fil �, I I I 7 I "♦ 0 I I / I I iI p 8 ♦ SODA TOWER I ,— % I -_ - - - - - - - - - - - - - - - - - -- - - '�� _+ - - - - - - - --- - - - - - - - - - - - — - - - - - - - - Restaurant#: 0457 (C - ----------------- ---------------- ---------------- ----------------- ------------------ ----------------- -- ---- ---------------- -------------------------- ------------------------------------ -------------- - ---------- / r r -n I - u u I -'' RED LOBSTER 457 I I I I I I I I _ -- REN®NATION III II � ____ -- o o , II II II I I I _ _ _- ---- - - Updated thru #2-2011 SODA TOWER - WALL CHASE 10330 SOUTHWEST BEER T0"�ER III G RE E N B U RG ROAD I SODA GU ° I II I I 1 1 1 I l i •• i _ jj I --------------- ® IIS I- ------ ------------------- -------------- I I r Q T I V/ �R®' OR SODA GUN I o o =____-- __________ J / ' I r 2 WALL CHASE I 1 I I I I I I I - t - - - - - - - - - - - - - - I FOOD SERVICE �-- - - - - - - - - - - - - - - - - I_ - - - - - - - - - - - - - - - - - - --'�' I I I I I I I ( 9� ` SODA & CO2 LINE I I I I CHASES I - - - - - - - -- - - - - - - - - - - - Pf i I I I I I I I II ■ I ( 1 (1.3 / 2 (2.5� 33. 44.556 (6.� ( 8, MEMBRANE AS MANUFACTURED BY MAPEI, -MAPELASTIC HPG'. (OR EQUAL) OVER SILL BETWEEN KITCHEN SLAB AND WALK IN TOP POUR PRIOR TO THINSET AND TILE APPLICATION yip GASKET HEATER IMRE -� DOOR � AR RCH HITE ECT/ 3 (3.555\ /4 (4.5� S \ 5 � THRESHOLD PLATE THINSET DP3 ARCHITECTS, LTD. 211 East Broad Street Greenville, SC 29601 P. T. 864.232.8200 F. 864.232.7587 l F 1 - - - - - - - - - m SILL / www.DP3architects.com / (1. I1II IIIIIIII O IIII1iII�III -' —..— -- - ' ( 91 � / 2/" LAYER,OF /3,000/L B. PUMP BY PBY WALK IN MIX OVER FLOOR PANELS 04 MANUFACTURERMANUFACTURERWLlW ARCHITECT'S QP R O©�JoOOE, I CT #: 1139 WALK IN INSTALLER TO FILL W IN ANY GAP BETWEEN FLOOR o PANELS AND RECESS WITH of c INSULATION FOAM WALK—IN 'l co FLOOR PANEL(E.S, - RECESSED FLOOR FREEZER WITH TILE AND GROUT NO SCALE Mll MEZZANINE PLAN 2�2� 3� 25� (3.5� 4.56 7zq/ 00 CUTOUT IN SLAB FORo FLOOR TROUGH REFER TO PLUMBING AND OR STRUCTURAL DRAWINGS FOR CD THE FLOOR TROUGH DETAIL. cne 1XI Fac CV C ''�, (A�'�-.E—5'��i,2 -- FL I''II ❑� �--I-❑° 0 - 4„—2-,-__2_„—�—;2�-,_3»-II1II1-I�SjI1 �o`�I �IIII'I �J,J IIiIIiIIIII°II�uIIIpIlIIiIIIIII�IIIIi - -�- \I 3 -„ -`'I- IIIIIIj''II r II` IIIiiII o'II -- -----I -- �- 1/ Ir NOTE: SLAB CUT OUTS DIMENSIONED TO E DG.E OF SLA B -0„ 8 ” 19'-5"-L - ” 4-1E.51'-0”EJ - _ 00 1 I 11 'IL' I IF 11 I L"I A- - - - - - - NOTE: GENERAL CONTRACTOR TO INSURE THAT THE WALK-IN BOX RECESS IS SMOOTH AND LEVEL. IF- GENERAL CONTRACTOR TO PROVIDE 2 YARDS OF ROCK FREE SAND TO LEVEL THE WALK- IN BOX AT TIME OF INSTALLATION. IILIIII 1 Issue 1` Date: `.. �0' 3OGIC�G�-.2�7Jn 3- 2 2 II, // III REVISION INFORMATION O 7 12" 6/17/20 1 3 LJ CUTOUT IN SLAB FOR \ FLOOTROUGH I / I I / I 2 OWNER REVISIONS , ERENC ON - - - - - - - - - -D NOT APPROVED WITH THIS PER�T 7/1/2013 3 OWNER REVISIONS ' 7/30/2013 'N / FS REVISIONS 00 -16 FE _00 EDGE FACES TO HAVE COVED TILE BASE. 8 FOR BACK BAR CABINETS. ALL EXPOSED 204" X 21" X 4" HIGH CONCRETE CURB Restaurant #: 0457 - - - - - -- - - - - - 0 6' DEEP RECESS ------------ 4 IN SLAB FOR RED LOBSTER 457 16 2 -IN RENOVATI N ummm7 ol Updated thru #2 -2011 -971010330 SOUTHWEST A 1 18GREENBURG ROAD ARE TO UNFINISHED INSID OF WALLS -281-41'N TE: STUD BAR DIE WALL DIME00 ` i) IF '-5" CLEAR INSIDE OF BAR DIE WALL- --9'-10 ALL 9-10 5 59-2" FOOD SERVICE ( 9 SLAB CONDITIONS CU T IN SLAB FOR TROUGH & DETAILS - - - - - - ID IRI 3 r I 17 I I I I ■ ( 1 (1.3 , ( 2 (2.5 , ( 3� (3.5� (4� (4.� ( 5� ( 6� (6.5� ( 8� ARCHITECTS (2.� ( 3( (3.� ( 4( (4.5� ( 5� DP3 ARCHITECTS, LTD. 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 /F� www.DP3architects.com ( , i rt I I ■ I i I ARCHITECT'S PROJECT #: , , I I 1139 10'-0" 24'-7" I I I I I I (E.5/ I I I I I I 0 O[ 1 I MEZZANINE PLAN (1 .2� (1. 2� (2.5� ( 3� (3.5� ( 4( (4.5� 5� ( 6( ( 7( (7.� 8( 42� ( 9� , G , I 91 I T. _j - E I I I I I = � •-10 n \ I I I I I I + I I I 21 / 0 ((((A�\-�L~g-E`.�-5�/�/ ---- III II IIII --- I�---'-❑--'a' � -I- - O ---o-_ -O---------�IIIIIII II II II IIIII 101:13 ARCHITECTS 30A 6 DP3 ARCHITECTS, LTD. 6 28C 28A 12" FIRE SYSTEM gg 211 East Broad Street Greenville, SC 29601 CABINET /) T. 864.232.8200 F. 864.232.7587 www.DP3architects.com ROLL TOWEL 6 C31) C3D DISP. 33 99 ARCHITECT'S PROJECT 1139 0 • Oa== , a � 55 p C6D C3D 0 — _ __ — _= 0n In n In In 0 I Q� Qe cQ �" �.I � 00o aoo 000 0 00 0 00 0 00 0 PI i C3D \ 35 49 0 0 0 0 70 35A 28D 28 36 9 D55 96 47 ,30 18 63 F- 57 57 WIRING CHASE BRIDGE FOR WIRING CHASE BRIDGE FOR V0 UPRIGHTS AND BREAD UPRIGHTS AND BREAD WARMING EQUIPMENT s9 68 58 55 55 58 68 59 WARMING EQUIPMENT 50 54A 54A 50 oo moo 54 54 � C� HEAT SHIELD CJ ; ; o -- HEAT SHIELD 42 � � 42 27" O I I 41 O o IV MOBILE STAND SO C7D 57 UNIT CAN BE ROLLED 64 C6D 57 60 OUT FOR CLEANING. 56 56 ELEVAT ON G- VATION H- Issue Date: 03-23-2012 REVISION INFORMATION 1 ONLY T ` "IS PERS 6/17/2013 ®T APPP0�B� � 0 OWNER REVISIONS 7/1/2013 0 OWNER REVISIONS 7/30/2013 ® FS REVISIONS RAISED CEILING AREA ABOVE ICE MAKERS. REFER 88 TO ARCHITECTURAL SHEETS 5 , � 6 99 22 6 c \ 55 56 65 `J 7 CD— 6 C5DCENTER OVER C3D 33 OVEN BELT 99 8 o o Restaurant #: 0457 Q C5D RED LOBSTER 457 wo RENOVATION 35 �FEN Updated thru #2 -2011 87 ------ 10330 SOUTHWEST 000000Qoo000000000000 -- -- `® GREENBURG ROAD 35 -- ---- 51 J U 7�U / I TIGARD OR D18 96 56 45A C4D C9D 35A C3Z) C3D C4D 46 `----------- -----------jfC18 23 86 ELEVAT ON K FOOD SERVICE ELEVATION J ELEVATION L- EQUIPMENT NOTE: ALL PAPER TOWEL & SOAP DISPENSERS ARE OWNER ELEVATIONS SMALLWARES SUPPLIED AND G.C. INSTALLED REFER TO THE BAR MANUFACTURER'S SHOP DRAWINGS FOR BAR & SERVICE BAR ELEVATIONS NOTE: ALL ELEVATIONS ' ARE 1 /2" = 1 '- 0" 131P13 ARCHITECTS DP3 ARCHITECTS, LTD. 211 East Broad Street Greenville, SC 29601 T. 864.232.8200 F. 864.232.7587 www.DP3architects.com 84 85 81 A 6 81 A 6 6 6 29A g g g g 6 22 22A 4 4 ARCHITECT'S PROJECT #: IT -�S/S WALL'S 1139 CABINET CLADDING 2,_p., 0 0 0 0 0 0 LINEN STORAGE 0 co CLOSET m e ROLL TOWEL DISP. 4 ROLL TO t ROLL TOWEL DISP. O O 0 O 0 O 1000 48 OOUO� J SOAP DISP. SOAP DISP. SOAP � w 0 cop ao o m Q d HOOSSrE- BIB Ul --Q 83 C89D 17C 81 B 81 C9b3D C2D C8D 1 g C23D 00 O 4N- moo � 2 2A 21 A D 9 19 19A 24A 24A 1 � o 0 GEOCENTER / o A , p '� S/S WALL CLADDING ° ° ECOLAB 0LITAIRE CHEMICAL ISPENSER o, 0 DISPENSER vn --- ECOLAB i cl CHEMICAL - 0 o O i SHELVING O O1 O -0--N 0 0 0 O O 0 0 0 w WASH MAXLLj i i Q MOP SINK i i � RINSE MAX R i i & i L - - C) _ _- AUCET 0 0 � BY GC F- d ' ' CHEMICAL i MOP SINK & C) ° � � STORAGE ' o FAUCET BY GC °° v� o C) I N ~ _______ - D o 21 P ca HE Issue Date: 03-23-2012 H - I+ d REVISION INFORMATION 62 24 39 24 ck) 1 ELEVAT ON P 2 ELEVAT.. ON 0- 3 .�.�. 4 7/30/2013 0� ,��,� FS REVISION S p��VED WITS T"is PE�� NOT Ap 5 6 7 8 Restaurant #: 0457 RED LOBSTER 457 RENOVATION Updated thru#2 -2011 10330 SOUTHWEST GREENBURG ROAD TIGARD, 0 FOOD SERVICE EQUIPMENT ELEVATIONS NOTE: ALL PAPER TOWEL & SOAP DISPENSERS ARE OWNER SMALLWARES SUPPLIED AND G.C. INSTALLED REFER TO THE BAR MANUFACTURER'S SHOP DRAWINGS FOR BAR & SERVICE BAR ELEVATIONS NOTE: ALL ELEVATIONS ARE 1 /2" = 1 '-0" PLUMBING FIXTURE SCHEDULE GAS LOADS KITCHEN EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES: SUPPLY CONNECTION MANUFACTURER/ HW WASTE A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT DESCRIPTION/ PROCEEDS wl A MINIMUM OF INTERFERENCE wl OTHER TRADES., MARK EQUIPMENT ACCESSORIES PIPING SIZE MODEL. NOTES ITEM EQUIPMENT BTUH� MARK DESCRIPTION OF EQUIPMENT FCW CW 110" ��.�' DIR IND VENT SAS GAS BTU NOTES COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT...?IPINc, w,! ALL OTHER TRADES. FLUOR MOUNTED - SIPHON JET AMERICAN STANDARD 35 DOUBLE CONVECTION OVEN (2x) 220,00Q �,� FREEZER COIL - - -- -- -- 1" -- �- -- WATER CLOSET W/ SLOAN FLUSH � (2110,000) � B. VERIFY EXACT ROUGH-1N AND FINAL EQUIPMENT REQUIREMENTS WITH We {�s" HGT.} VALVE �111--1.28 ES--S (1.28 GPF} 1� CW 4� MADERA FLaWISE � �. ROUGH--1N DRAWINGS PROVIDED. SEAT �- CHURCH #9500C 3451.128 FUTURE CONVECTION OVEN 32,000 2A COOLER COILC. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL HANDICAPPED FLOOR MOUNTED -- SIPHON JET AMERICAN STANDARD DOUBLE CONVEYOR OVEN (2x) 240,000 S FLOOR TROUGH �- -- _ -- 3" -- 2" -- -- AT WALK--IN, IN CONCRETE CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THIS W SLOAN FLUSH " � � (20120,000) ( INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL HWtC WATER CLOSET VALVE X111-1.25 ES--S (1.28 GPF) 1 CW 4 MADERA FLOWISE 2 � (1 HGT.} 3461.128 FUTURE DOUBLE CONVEYOR OVEN 120,000 6A BEER TOWER W/ DRAINERS .- 1" _ TRAPS, DRAINS, AND SUPPLIES w/ STOPS. SEAT - CHURCH #95000 WITH SLOAN 186 .0.13 ESS AMERICAN STANDARD � .� _ _ _ _ _ _ _ ROUTE FILTERED WATER FROM P31. D. THE PLUMBING CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN UR--1 URINAL (0.125 GPF) FLUSH VALVE AND WALL 3/4" CW 2" WAST-iBR00K FL.OWISE 2 4S CHAR8ROILER 144,000 17A CARBONATORS W/ WALL SHELVES 1I2 PROVIDED BP--1 FOR EACH CARBQNATDR ON THESE DRAWINGS WILL NOT CONFLICT w/ ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. ESCUTCHEON AND CARRIER 5590.125 47 FRYER BATTERY 420,000 170 SODA TOWER �- 1/2 - -� _ 1" .- KOHLER E. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, INSTALL TRAP WRAP ON EXPOSED CAXTON K-2210 LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS INTEGRAL PIPE. TRUEBRO INC. MODEL #102 1/2' CW COLOR -- BISCUIT WATER HEATER (20199,900) 399,800 170 SODA GUN -- - _ 1" - - -- REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO LAV--1 LAVATORY E--Z. W/ #105--K AND PROVIDE & HW 1 1/2" FAUCET -- SLOAN � RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE OFFSET DRAIN, P--TRAP W/ CLEAN ETF--600 RTU-1 120,000 8 HAND SINK W/ SIDE SPLASHES - 1/2" 1/2" _ 1 1/2" - 1 1/2" - _ DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. OUT & SUPPLY STOP. WITH 0.5 GPM VANDAL RESISTANT AERATORORDINATE w/ THE GENERAL RTU--•2 120,000 21 DISH MACHINE WITH BOOSTER �- _ ~- 3/4" _ 2" - _ -- 3/4" 140' WATER PROVIDE WITH COPPER DRAIN LINE. F CONTRACTOR AND OTHER. THE PLUMBING TOTRADES, ALL R SHALL O REQUIRED OPENINGS AND D EV I TA CAST IRON BODY w/ BOTTOM " JAY R. SMITH / EXCAVATIONS, ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, D--1 FLOOR DRAIN OUTLET AND HINGED ROUND GRATE. --' 3 2005 ** 3 A05NB)--AH L�`/ _ .- _ - " _ - ASSOC AT E S { ) { RTU-3 250,000 22 SOILED DISH TABLE 2 WALLS, AND ROOFS SHALL SE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL 1 N C CAST IRON BODY w/ BOTTOM �___ JA*R. R. SMITH RRU-1 326,000 22A PRE-RINSE UNIT - 1/2n �- 1/2" •- -- BE HELD TO A MINIMUM., FD-2 HUB DRAIN OUTLET. COLLAR W/ EXTENDED RIM 3 2005( )3(AQ6CI) F37 CD D A:1 PROJECT-* 1 1 D05--D 9 RRU--2 651,0{10 2�3 MOBILE SILVER SOAK SINK - �• -- .� _ 2'° -, .� - G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL. BE FLASHED A � g©X 1596 GREEN 1CIL�.E> SC CAST IRON BODY w/ BOTTOM MINIMUM OF 12 ABOVE THE ROOF. ALL VENTS SHAD. BE A :MINIMUM OUTLET. ROUND STRAINER AND " JAY R. SMITH " " OF 10' FROM ANY OUTSIDE AIR INTAKE. FD--3 D�t�MPSTER DRAIN SEDIMENT BASKET W/ SOLID HINGED �_�� 3 2005(**)3(AO6CI)-B-H '�/ TOTAL 24 THREE COMPARTMENT SINK -- (2) 1/2 -� (2) 1/2 - 2 _ .� COVER WATER H. RUN ALL BURIED WATER PIPING ABOVE WASTE PIPING. ALL BELOW SLAB DESIGNED BY: MAS25 9'-0" FLOOR TROUGH �- - -- �- 3" -- �- - -- WATER PIPING SHAD. HAVE 1/2" PIPE INSULATION. CHECKED BY: TPM " �, " JAY R. SMITH FS-1A FLOOR SINK CAST IRON 32 x 12 SQUARE TOP. •----- 3 3120Y--03 (FULL GRATE) 26 8'-0" FLOOR TROUGH -- _ _ 3" _ _ _ - I. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE MAKERS, TEA BREWERS AND ICE MACHINES. INSTALL ADDITIONAL BACKFLOW PREVENTION DEVICES AS FS--36 FLOOR SINK CAST IRON 12" x 12" SQUARE TOP. ----- 3" JAY R. SMITH 28 BREAD PREP/DESSERT COUNTER W/ HAND SINK -- 1/2" 1/2* �- 1 1/2" w- 1 1/2" -- -- REQUIRED BY LOCAL CODES. r 3 pt 3120Y-03-13 (3/4 GRATE 28S DIPPERWELL {HOT WATER} -- �- 1/2" �- _ 1 1/2» _ J. INSULATE WATER SUPPLY AND WASTE PIPING UNDER LAVATORIES. REFER SCHEDULE FS-- Ft.00R SINK CAST IRON 8" x S" SQUARE TOP. �_-�- 3 �J427PE , MATERIAL. „ 3100Y-03 (FULL GRATE) A 280 MEASURING CUP FILLER 1/2" �- _ -- - 1 1/2" - _ _ - K. INSTALL GAS VALVE (F80) IN GAS LINE TO COOKING EQUIPMENT. DRAWING LEGEND INTERLOCK w/ HOOD FIRE PROTECTION SYSTEM. VERIFY REQUIREMENTS ��'��, t,.0�:��Of� n n --__ " JAY R. SMITH 2$E UNDER COUNTER REFRIGERATOR �- �- - -- - 1 1/2" �- -- - -- w HOOD SUPPLIER. INSTALL UNIONS AT THE SOLENOID VALVE. X ' FS-28 F�.,Q4R SINK CAST IRON 8 x 8 SQUARE TOP, 3 � / -�- `�. �0 31 OOY�-03-�13 (3/4 GRATE) Q ----� .J- SE3 P E 1 P1.4 AND DETAIL DESCRIPTION PREP TABLE W/ SINK (2) 1/2" {2} 1/2" - {2} 2n - - - L. QUICK DISCONNECTS AND FLEXIBLE LINES FOR THE GAS KITCHEN _.. - EQUIPMENT SHALL BE FURNISHED BY THE KITCHEN EQUIPMENT PROVIDED BY OTHERS, REFER TO FOOD CONTRACTOR. SHUT OFF COCKS {PROVIDED BY PLUMBING a TD--1 TROUGH DRAIN STAINLESS STEEL. `-- 3 INSTALLED BY P.C. SEWCE DRAWING FOR (ID WATER FILTER (UNSOFTENED WATER) -- 1"/(2)1/2" _ -- - _ _ - CONTRACTOR), QUICK DISCONNECTS AND FLEXIBLE LINES SHALL BE " LENGTH AND WIDTH. �, SAN .....,,.,,, .�. SANITARY WASTE PIPING INSTALLED BY THE PLUMBING CONTRACTOR. SAFETY CABLES SHAD. BE i� FREEZE PROOF WALL FAUCET" 3/4 WOODFORD 31A WATER FILTER {SOFTENED WATER} _ 1 -- �• - -- -- - INSTALLED FOR GAS & WATER EQUIPMENT ON WHEELS. HB--1 WALL HYDRANT ANTI SIPHON IN KEYED BOX REFER �, MODEL X865 - - TO PLAN ' GW—'.-- ` ' GREASE WASTE PIPING WATER FILTER (UNSOFTENED WATER) - (2) 1/2n ~~ - - - _ _ M. PROVIDE D1--ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE 30.6 ROUGH CHROME WITH VACUUM 1/2" CW _ AMERICAN STANDARD N IN GW CAST IRON DRAIN LINES _ CONNECTIONS. H8-2 "LITY FAUCET BREAKER, LEVER HANDLES AND -- MOUNT UNDER SINK '�+.�.�_ ..� BB DOUBLE CONVECTION OVEN THREADED HOSE END. & HW 8350.243.004 -` �- -� - (2) 3/4n 110,000 N. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE COLD WATER PIPINGDRAIN PIPING AND FITTINGS. INSULATE ALL CONDENSATE DRAIN PIPING FREEZE PROOF ROOF MOUNTED WOODFDRD INTEGRAL ANTI-SIPHON 39A S/S MOP SINK CAP _ 1/2 _ 1/2 2AND FITTINGS INSIDE THE BUILDING w/ 1/2" "ARMAFI.EX" PIPE gq HB-3 POST HYDRANT HYDRANT, WITH DECK FLANGE AND 3/4" CW ---�- VACUUM BREAKER, FILTERED SOFTENED WATER FROM INSULATION. MOUNTING BOLTS. MODEL- #RHY2-MS ASSE-1001 APPROVED - FCW ".�' ".` FILTER P31 39B ECOLAB EQUIPMENT 1/2n 1/2 n FILTERED SOFTENED WATER FROM 0. PROVIDE STOPS AND SHOCK ABSORBERS AT EACH FIXTURE OR GROUP THERMOSTATIC CONTROLLER WITH - FCWA -- OF FIXTURES. REMOVABLE CARTRIDGE w/ STRAINER, 3/4" INLET SYMMONS WITH THERMOMETER FILTER P31A DOUBLE STACK CONVEYOR OVEN �- - _ - -- -- -� (2) 3/4" 240,000 WD IMV--1 MIXING VALVE STAINLESS STEEL PISTON WITH ROUGH 3/4 OUTLET #6-400 (SEE 20f P1.2) FILTERED WATER FROM FILTER (29 ----FCWA2 �---�- P. PROVIDE VACUUM BREAKERS AT FIXTURES wl HOSE THREAD BRONZE FINISH. P31A {THRU DE-SCALER} 45 CHARBROILER ~- ~- -- _ -- �- 1 n 144,000 CONNECTIONS AND APPLIANCES w/ DIRECT CONNECTIONS TO DOMESTIC cu FILTERED WAFER FROM 2 PROVIDE WITH VACUUM 1/2" CW AMERICAN STANDARD _FCWB1- -FCWB2 WATER. MS--1 MOP SINK BREAKER AND WALL SUPPORT & HW 3 X8351.076 FILTER P31 B 47 FRYER BATTERY _ _ �- - - -� -� 1" 420,000 ° . . BRACKET. Q. ALL WATER LINES INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED -SOFT - SOFT COLD WATER PIPING 57 CHEF'S COUNTER WITH HANDSINK _ 1/2" 1/2" w 1 1/2" INSIDE OF WALL INSULATION AND INSULATED INDIVIDUALLY TO PROTECT _ ET--1 FLOOR MOUNTED NSF T OT " AMTRDL4_4 FROM FREEZING. ] AL• 4 --------110'----_---�- 310" HOT WATER PIPING LOOP S7A FILLER FAUCETS (COLD WATER) _ (2) 1/2" - -� _ -- .- -- - R. CONTRACTOR TO PROVIDE MAIN WATER SERVICE BACKFLOW PREVENTER cu AS REQUIRED BY LOCAL OR STATE CODE. C7 INSTALL. TRAP WRAP ON EXPOSED KOHI'ER VITREOUS CHINA, -�- „ "" 140"-------�-- 140' HOT WATER PIPING 2' PIPE. TRUEBRO INC. MODEL. #102 K-1999 SINGLE FAUCET HOLE, 64 MECHANICAL COLD PAN _ -� -- �• 3/4 - _ -� Q �- WALL HUNG E--Z. W/ ; 105--K AND PROVIDE 1j2 CW COLOR - WHITE MEET'S ADA -- 1OS TEMPERED WATER S. ALL PLUMBING LINES AND ELECTRICAL CONDUITS / WIRING SHALL BE a LAV2 LAVATORY OFFSET DRAIN, P--TRAP W/CLEAN OUT & HW 1--1/2" FAUCET -- SLOAN � ""-- 1 2" _ _ _ _ INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINE (TRUSSES). & SUPPLY SWOPS, CONCEALED ARM ETF-600 REQUIREMENTS, 55 CONVEYOR OVEN SPRAY HOSE I 0 CARRIER IN WALT. MODEL TO BE WITH 0.5 GPM VANDAL. PROVIDE WITH ---------�--G-------- GAS PIPING DETERMINED BY MANUFACTURER. RESISTANT AERATOR MATCHING SHROUD. 56 MECHANICAL. COLD PAN _ - -- �- 3/4" C CONDENSATE DRAIN PIPING 0 NOTE 71 DROP IN HOT WELL -- -- — - _ 3/4 -- cu PROVIDE: DRAINS WITH INTEGRAL TRAP FOR SLAB-ON GRADE 3 PROVIDE WITH (2) SLOAN ETF--233 PLUG-IN TRANSFORM£ APPL.ICATIQNS, INVERTIBLE MEMBRANE CLAMP & ADJUSTABLE WHICH WILL SERVE TWO (2) LAVS EACH. REFER TO _V VENT PIPING STRAINER, *) OUTLET TYPE TO B£ CONTRACTOR'S PREFERENCE, AND 77 12" X 12" STAINLESS FLOOR SINK _ -- -� 3" 2" �- _ LOCATED AT DISH MACHINE ( ELECTRICAL DRAWINGS FOR OUTLET LOCATIONS. SET' MAXIMUM TIME TRAP PRIMER CONNECTIONS. PRECISION PRODUCTS MODEL P2-500 PERIOD PER USE To 30 SECONDS (U.25 GAL PER USE.} GATE VALVE WITH DU-.2 DISTRIBUTION UNIT IN TOILETS. PROVIDE ACCESS PANEL. 81 BEVERAGE COUNTER W/ HAND SINK 1/2" 1/2' _ 1 1/2 -- 1 1/2 -- �. .f PROVIDE SELF--CENTERING WASHERS ON TOP AND BOTTOM OF EACH '"'" CHECK VALVE SLOAN OPTIMA SYSTEM OR EQUAL TO BE USED. SEAT PAST SCREW. 84 TEA MAKER 3/2" _ _ -� -- - - _ - ROUTE FILTERED WATER FROM P31 A. u� MIXING VALVE 8S COFFEE MAKER 1/2" -- -- -- -- _ - -- - ROUTE FILTERED WATER FROM P31. q? GAS VALVE 2 85 4'-0n FLOOR TROUGH - - �- 3" _ -- -- -- AT ICE BIN, IN CONCRETE �- GAS UNION CL 87 ICE BIN �- 2" a GAS SOLENOID VALVE ss ICE MACHINE 2 2" Issue Date: 3-23-20'12 a { ) / -� -� ,- _ - _ _ _ ROUTE FILTERED WATER FROM P31 B. >, FCO FLOOR CLEANOUT 89 WATER PITCHER FILLER 1/2 _ -- -� 1 1/2" �- ROUTE FILTERED WATER FROM P31, REVISION INFORMATION ECO EXTERIOR CLEANOUT a PLUMBING EQUIPMENT SCHEDULE o� POURING STATION 1,2" 1,2" _ , 1/2 - - - 04-16-2013 .,� I WCO WALL CLEANOUT A H ITECT'U RA UPDATE ry a.o2 ISLAND OASIS MACHINE - - - -- - 1 1/2 - - - 2 06-17-2013 � MARK DESCRIPTION MANUFACTURER/ KITCNATES �� TEMHEN NUMBE�EQUIPMENT a, MODEL 10 DRAIN BOARD TOP W/ DRY STORAGE CABINET - �• - 1 - - - ovVNER�s CHANGES 3 07-01-2 13 EXISTING 1 QD GALLON WATER HEATER HAVING 484.84 GPH AT 100 DEGREE F 1 1.04 FOUR COMPARfiMENfi SINK �- (2) 1/2" (2) 1 j2" -� (4) 1 1/2" - -- - OWNER'SCHANGES � WH1 TEMPERATURE RISE w/ INPUT RATING OF 500 MBH (ASME RATED REQUIRED) A.O. SMITH MODEL FURNISHED BY OWNER (EXISTING) BTR-500A INSTALLED BY PC 1f}6 HANDSIN K - 1/2- 1/2" _ 1" �. 07-30-2013 SEISMIC DESIGN REQUIREMENT con£coMMENTs W 100 GALLON WATER HATER HAVING 230 GPH AT 100 DEGREE F TEMPERATURE A.O. SMITH MODEL FURNISHED BY OWNER 1.47 CORNER DRAIN BOARD -- -- - -• - 1" -- 5 H2 RISE w/ INPUT RATING OF 199.9 MBH {ASME RATED REQUIRED} # BTH-199 INSTALLED BY PC ALL NATURAL, GAS PIPING COMPONENTS AND EQUIPMENT SHALL BE (NEW) RESTRAINED IN ACCORDANCE WITH SECTION 1621 OF THE 2006 108 ICE BIN W/ COLD PLATE INTERNATIONAL BUILDING CODE FOR SEISMIC DESIGN CATEGORY V. 6 a GT-1 EXISTING TO BE RE--USED, X03 SODA GUN HOLSTERS -- -- _ - 1" �- C,7 ANY COMPONENT SUPPORT DETAILS, NOTES, SPECIFICATIONS, OR OTHER ITEMS SHOWN IN THESE DRAWINGS INDICATE STANDARD1Q 12" BOTTLE WELL 7 FURNISHED BY OWNER SUPPORT REQUIREMENTS, AND REQUIRED SEISMIC RESTRAINTS SHALL. WS-1 WATER SOFTENER INSTALLED BY PC BE PROVIDED IN ADDITION TO THESE STANDARD SUPPORTS. C�) BLENDER SINK W/ SPLASH GUARDS -- 1/2" 1/2" _ .- 1" - -• - � BACKFLOW PREVENTER FOR THE SYSTEM CARBONATOR -- FURNISHED AND WHERE REQUIRED BY CODE, SPECIAL. INSPECTIONS SHALL BE DUAL CHECK VALVE WITH ATMOSPHERIC VENT, STAINLESS WATTS INSTALLED BY PC PERFORMED BY A QUALIFIED SPECIAL. INSPECTOR RETAINED BY THE SP--1 STEEL. BODY AND COMPONENTS ASS£ 1022 PROVIDE A VENT # SD-3 OWNER. 119 SERVICE BAR DRAIN BOARD W/ PERFORATED INSERTS �- -� _ DISCHARGE LINE AND ROUTE TO FLOOR. 1/4" - 3/8" Restaurant#: 0457 RCP-1 HOT WATER RECIRCULATING PUMP 120V/l PH/60HZ 2/5HP MOTOR 4.ZAMPS. BELL. & GOSSETT FURNISHED AND RCP--2 BRONZE BODY. PROVIDE AQUASTAT. SEE 2/P4.2 FOR TEMPERATURE SETTINGS. PL-55B INSTALLED BY PC RED LOBSTER 457 NATES: REFER TO THE SITE DRAWINGS FOR EXACT LOCATION, SIZE AND DETAIL# 9/P1.3 FOR TYPICAL DETAIL. RENOVATION INSTALL. ON FOLLOWING EQUIPMENT 17A 3 7C 84 85 396 88 0330 SOUTHWEST GREENBURG ROAD TIGARD, OR PLUMBING SCHEDULES SEE ARCH. DWGS. FOR PVC FUNNEL WASTE MAY EXTEND AS -_-- WALL CONST. CONE , WASTE OR VENT ADJUSTING COLLAR d DRAIN LINE TOP OF STRAINER TO BE FLUSH ` _.._.._ CLEANOUT PLUG WITH FINISHED FLOOR - COVER COORDINATE WITH ARCHITECTURAL FINISHED FLOOR ON STRAINER, FLUSH FINISHED FLOOR SEF , FIN. FLOOR COUNTERSUNK SCREW FLOOR GRATE " PLANS -- REQUIRED SETTING BED ARCHITECTURAL PANS k ON ; (SEE ARCHITECTURAL FOR w/ FLOOR FLOOR SLOPES) -- MOUNT FLUSH I --FINISHED FLOOR (SEE CUT OFF EXCESSIVE FLOOR SLOPES) -- POLISHED S.S. ACCESS COVER _r�---� w/ FLOOR ARCHITECTURAL PLANS RING IF REQUIRED. `± M CLEANOUT TEE FOR FLOOR SLOPES) LISTABLE { -� AIR GAP 2 X "d" ....... ADJUSTABLE DRAIN HEAD . DRAIN HEAD ., .. __________ ., TRAP PRIMER -, CONNECTION (WHEN CLEANOUT PLUG AND BODY. SEE SPECS. <s . .�. REQUIRED} RISER DRAIN BODY 4 J LIFT OUT ALUMINUM DRAIN BODY SEDIMENT BUCKET —PIPE INSIDE CAULK .- - 1/8 BEND AT END OF INSIDE CAULK LINE CLEANOUT I WASTE LINE w/ LENGTH TO SUIT HUB OUTLET DRAIN SUPPORT STRAP DRAIN SUPPORT WASTE LINE � STRAP PIPE -�- 1/8 BEND AT END OF LINE CLEANOUT PLUG IF END OF LINE WASTE LINE DEVI TA " AS S a CI AT ES - PLUG IF END OF LINE 2 WALL CLEANOUT FLOOR SINK 4 '!CDR DRAIN �,5 FUNNEL DRAIN�'LUOR CLEANOUT . NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DA i P R OJ ECT: 11 ClQS--09 P1.2 P1_2 P1.2 P1.2 P1.2 PO Box 1595 GREENMLLE, SC 1 DESIGNED BY: MAS i i i t ti r I STEEL DECK f GAS MAIN SEE PLANS FOR SIZES SEE PLANS FOR SIZES CHECKED B TPM GAS MAIN: GAS MAIN TO OTHER t--•--DOMESTIC WATER SOFT WATER�•--^t 1 } F ROOF TOP AIR _ � BOLT ANGLE TO TOP —_: i 1 -- - TYPICAL GAS-FIRED Q NQMS: I AS— .,:�,.. ,r- 1 i PIPE NIPPLE -- SAME SIZE AS CND NSATENOTES. -� OF WOOD TRUSS KITCHEN ; -� �- -::� �=x- <::�=°°:�c EQUIPMENT EQUIPMENT CONNECTION SIZE ---- CEILING h CHECK VALVE LOCATED ROOF TOP AI CONDITIONING UNIT 1. FID,.. TRAP MANUALLY ON INITIAL START-UP. CONDITIONING UNIT �- . . _ _ � � CLOSE TO WATER PIPING ARRANGEMENT MAXIMUM LENGTH SHALL BE 6 2. TRAP EACH COMPONENT DRAIN CONNECTION. PIPE SIZE I HEATER SYSTEM SHOWN IS SCHEMATIC. t'~ SHALL NOT BE LESS THAN DRAIN PANCONNECTION SIZE. GAS SHUT OFF VALVE TYP :�-----...-� ALL-THREAD � ) ADJUST AS REQUIRED TO � OD SUIT ACTUAL CONDITIONS. REDUCER FITTING -- 3. A = 2 + T.S.P. OF SUPPLYHie R I N•G• 4. ALL CONDENSATE PIPING SHALL BE COPPER. ADJUSTABLE BAND HANGER FOR CONDENSATE TRAP SHALL DRAIN LINE TO BE SLOPED OREGON PIPE 3-1/2- AND SMALLER AND _ PROVIDE COPPER COATED BE ROUTED TO AVOID 5. INSULATE ALL CONDENSATE PIPING ABOVE CEILING. 1/4" MIN. PER FOOT TO HUB HANGERS WHERE HANGERS s � DRAIN LINE GROUND JOINT 6. INSTALL PIPING AS HIGH AS POSSIBLE AND SLOPE 'S '�` • Y DRAIN IN MECHANICAL ROOM. a 1 3,21 ' � ' FURNISHED AND � � N.O. - VALVE NORMALLY OPEN INTERFERENCE WITH RTU PIPE UNION , lilt CAST' IRON PIPE 2 AND SMALLER- CONTACT BARE COPPER PIPE �- CONTINUOUSL TOWARD j ° w added 20RMONT FLEXIBLE N.C. = VALVE NORMALLY CLOSED MAINTENANCE ACCESS I detail HOSE CONNECTION � `-W- N.C. SOLENOID GAS - INSTALLED BY PC N.O. N.O. p.m ` -�- DOORS. 7. DRAIN POINT. COORDINATE ROUTINE WITH DUCTWORK , ROUTE PIPING TO EQUIPMENT I UNION (TVP) SHUT-OFF VALVE SUPPLIED PRESSURE REGULATOR AND OTHER DISCIPLINES. ExR�RES: 1�i3 �2�1 . i WITHIN JOISTS/GIRDER BY HOOD SUPPLIER AS REQUIRED AIR VENTCD ? GAS SHUT .�" . �' M GAT' '; CL �".. OFF VALVE AIR LLjNJ ` ~ �" a-{" /� � NATURAL GAS LINE TO BE ROUTED CONDENSATE LINE TO BE ROUTED __.. U„ Uj DORMONT QUICK -~---- r,,/ % THRU THE SAME PIPE CURB AS F - _ THRU THE SAME PIPE CURB AS _________ �_ c� � u,.- DISCONNECT VALVE _---------- ' PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN cL + �` ':� x'``'. CONDENSATE LINE. (SEE HVAC GAS. (SEE HVAC (RRU) GAS FLOW i a. v I TYP. BY K.E.C. f'` •, c� �-- { r..-- -- HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE s )� ) r �' %', I CONDENSATE CONNECTION DETAIL) DIRT ROOF CONNECTION DETAIL) ROOF PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER � r ( 'r �� ;� 1�" STAND PIPE � ;� LEG "'�` � CURB PIPING ARRANGEMENT ; ; � CURB DORMONT FLEXIBLE � ALL EXCEPT" IN CHASES. SLOPE ALL MATER PIPING SLIGHTLY TOWARD 1/2" 5 7 � FURNISHED AND - t SHOWN IS SCHEMATIC. HOSE CONNECTION THREAD ROD f `�;" INSTALLED BY PC ADJUST AS REQUIRED TO cn DRAINABLE LOCATIONS. HANGER SPACING FOR PIPE SIZE: AS " , f - ;t INDICATED ON TABLE. CAST IRON: 10' AND WITHIN 1'-0� OF ALL 3/4 5 7 TO EQUIPMENT . f n. ?'. ` ,, 4 OF TUBING .' SEE PIPE ''� t, SUIT ACTUAL CONDITIONS. ,' SEE PIPE *, =' JOINTS. ROD SIZES FOR PIPE SIZE: 2" AND SMALLER=3/8", 2 1/2" 1" 6> �� HANGER + SUPPLIED. -' `�,, CURB DETAIL ;' CONDENSATE TRAP SHALL -'� CURB DETAIL � � BRINE � ; TO 3�=1/2" 4"=5/8" 6'=3/4" 8" AND LARGER=7/8'". LOCATE " -' �'t BE ROUTED TO AVOID HANGERS WITHIN 1'-0" OF VALVES AND FITTINGS. PROVIDE 1-1/4" 7' 8' ! 2 SCH.40, STEEL REDUCING TEE THREADED ROD FLUOR DRAIN TANK ;' CONDENSATE LINE SEE INTERFERENCE WITH RTU ,-' GAS PIPING - REFER TO PLUM 1 G SANITARY- NATURAL GAS LINE (SEE .� SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQUIRED, 1�.1 2� 8, S, TO EQUIPMENT MOUNTING FLANGE ANVIL FLOOR ,; HVAC CONDENSATE MAINTENANCE ACCESS PLAN P2.1 FOR CO ` UAT1 , '�,, HVAC (RRII) GAS / FIG. 1288 (TYPICAL) ONNECTION DETAIL) DOORS. LOCATE HANGERS WITHIN 1'-0" OF EQUIPMENT CONNECTIONS. RESTRAINT �` ONNECTI DN DZETAIL L ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER " SPLIT RING PIPE s - 4 ?� ,.y, ` CL VELOCITY. CHAINS AND PERFORATED STRAP IRON AND STEEL ARE NOT 2 8 10 CABLE CLAMP ANVILE `' BRANCH PIPING FOR MATER � ACCEPTABLE. EFER o CODE AND- SUSPEND PIPE ORMFURTHER INFORMATION ERS. 2-1/2" 10' 11' SIDE VIES INDIVIDUAL EQUIPMENT FIG. 13$R FRONT VIEW SOFTENER C PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. 3" 11' 12' (SIZE PER PLUMBING �n TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES, 4" 12, 12, PLANS + RISERS) v SEE 'TRAPEZE PIPE HANGER DETAIL." � �7GASQ 10 PIPE HANGER --i' DDD TRUSS CONNECTION COOKING EQUIPMENT 8 WATER SOFTENER GAS CONNECTION T4 ROOFTOP UNIT CONDENSATE DRAIN P1,2 NOT TO SCALE P1.2 NOT TO SCALE �.2NQT TO SCALE �.2NOT Tfl SCALE �.2NOT TO SCALE 0 w F RD PROVIDE GALVANIZED STEEL SHEILD FOR ALL OOD O INSULATED PIPE. VERIFY INSULATION THICKNESS 0 MODEL.: RHY1 WHEN SIZING HANGERS AND SHIELDS. BACKFLOW I� a RUBBER BOOT SELECT CURB TYPE PREVENTER � DEPENDING ON NUMBER � _ ��- OF PIPE PENEI`RATIflNS , MOUNTING FLANGE %`� `' f' \ '\ �y` I ��;' ,' I •, WATER HAMMER c ROOF DECK -- PIPE ARRESTER POI 4 THERMOMETER MOUNTING FLANGE 'J ` �, ,, ,,:` ; `; � '� � �, ti; '�_ � .POLYVINYL CHLORIDE SIZE "B" ._.:.� � � STAINLESS STEEL CLAMPS � PIPE BOOT ' ONE-PIECE PR'EMOULDED CURB COVER BALL VALVE TMV-1 _ _ PVC FITTING COVERS. SEE e DISHWASHER PLUMBING SPECIFICATIONS { -� PIPE CLAMP/SUPPORT F PROVIDE A '1 -0 LENGTH OF TO BLOCKING COVER VALVE BODIES WITH NONCOMPRESSIBLE INSULATION FINISHED ROOF .�{`.fi H M PROVIDE P'1PI= UNION, INSULATION BUT NOT UNIONS AT ALL PIPE HANGERS FOR t "" AIR GAP CL DIELECTRIC IF REQUIRED FOR PIPES 2-1 2AND LARGER ROOF INSULA TAPE ALL JOINTS OF / UNION DISSIMILAR METALS (TYP.) FIBERGLASS INSULATION ' ` . .,- ' FLOOR a N Issue Date., BACKFLOW - - 3-23-Z4'I� a " x '" MALE ADAPTOR PREVENTER ROOF DECK s 1 PROVIDE ELASTOMERIC OR FIBERGLASS 1" DCW INSULATION ON DOMESTIC COLD & HOT i PRESSURE REDUCING-- 2" DISHWASHER REVISION INFORMATION WATER PIPES IN WALLS & CHASES. SEAL 1 WASTE DRAIN i CHECK VALVE ° ALL JOINTS WITH ADHESIVE. PER SPECS. " PATE SERIES PCC VALVE: SET A 20 PSI. 0 PIPE TO DRAIN VIA - 15 FURNISHED AND PIPE CURB SHUT-OFF VALVE TVP. AIR GAP INSTALLED BY PC cv ( } STAINLESS STEEL FLOOR co 2X6 BLOCKING FASTENED TO SINK FURNISHED BY OTHERS. PROVIDE CAST IRON DRAIN LINES TO TRUSS ON EACH SIDE _.._._._.__ _�. ..�._....�_._._....�.�..! • _.._�.__ _.__.._...-......___ .�............ WOOD TRUSSES __.._._. SAFELY HANDLE 180` DISCHARGE FROM THE DISH MACHINE. ROUTE HIGH TEMPERATURE DRAIN LINES AT LEAST TWENTY (20) FEET 11 MIXING AL E PIPING �2 ROOF HYDRANT 13 ,-- 14 �15 DOWNSTREAM FROM FLOOR SINK, PIPE INSULATION CQD TRUSS PIPE CURB DETAILDISHWASHER DRAIN cv �.2NOT TO SCALE P1.2 NOT TO SCALE NOT TO SCALE NOT TO SCALENOT TO SCALE cn P1.2 P1.2 �.2 v VERIFY WITH GC THE LOCATION OF CD HOT OR COLD CEILING EXPANSION TANK SHELF, SEE ARCHITECT EXPANSION TANK: WELDED STEEL WITH AUTOMATIC VACUUM RELIEF POLYPROPYLENE LINING FDA APPROVED '�- WATER SUPPLY OUTSIDE WALL-- i 1 _ }1 I ..�_ 1 1 1 � ' DRAWINGS FOR SHELF DETAIL _ VALVE (WHEN REQUIRED} FOR DOMESTIC WATER SERVICE. TRENCH. BACKFILL IF HORIZONTAL BRANCH IS LESS THAN 24' _ PER SPECIFICATIONS GRADE OR DOMESTIC WATER I I NOTE. FLOOR SLAB INSTALL PER PDl STANDARDS & LONG, PROVIDE ONE WHA AT END OF LINE. I CONTRACTOR TO INSTALL TWO 2 COMBUSTION AIR PROVIDED BY LINE TO BUILDING � COLD SOFT WATER SUPPLY EXPANSION TANKS. ONE (1) PER WATER 4 MANUFACTURER'S INSTRUCTIONS. IF BRANCH IS GREATER THAN I CONTRACTOR SHALL MECHANICAL CONTRACTOR TO WATER HEATER HEATER. EE PLANS FOR LOCATION. (REFER TO PLANS TE S PROVIDE A WHA AT ALL QUICK NOTE: REFER TO PLANS FOR VTR PIPE I INSTALL ALL VENT 20 LONG, PROVIDE ANOTHER FOR SIZES) SIZES AND LOCATIONS. LOCATE VTR 1 I STACKS TO EXTEND TO CLOSING VALVES. WHA IN MIDDLE, EACH FOR HALF THE FIXTURES UNITS. 2"-BRONZE BODY MIN. THREE FEET FROM PROPERTY I HEIGHT OF PARAPET. .__._____... AIR CHAMBER UNE, OR TEN FEET HORIZONTAL OR (i HOT WATER TO FIXTURES t G. SCREWED CONNECTION THREE FEET VERTICAL ABOVE ANY I AS SHOWN ON PLANS SOFT— PIPE TYPICAL PRESSURE REDUCING BUILDING OPENING OR FRESH AIR I AQUASTAT & SET TEMPERATURE `-- -- - � `�-.� 2 PLASTIC UNE MARKER VALVE SET AT 50 PSI. 140'-~--- ' n /BUILDING FOOTING WARNING TAPE (EXTERIOR INTAKE, OR ONE FOOT FROM ANY j I ELEMENT TO 105 F. m OR FOUNDATION 1 TO BUILDING) TYPICAL VERTICAL SURFACE. LOCATE VTR 1 COMBUS11ON AIR PROVIDED BY �-�----LINE TO EXPANSION TANK- Restaurant#: 0457 N MINIMUM 18 FROM PARAPET, I I MECHANICAL CONTRACTOR BEWARE OF UNDERMINING TYPICAL. BALL VALVE: EXPANSION JOINT, EQUIPMENT CURB, I I PROHIBITED USE. VENT .�.. SEE ARCHITECT DRAWINGS ry BUILDING FOUNDATIONS , BRONZE BODY, FULL. PORT, �* � ETC. OFFSET IN CEILING SPACE WHERE � � TERMINALS SHALL NOT BE GAS COCK � i 110'F-R �4 FOR SHELF DETAIL . ULA P�aE„„FlXTURES SCREWED CONNECTIONS REQUIRED TO MEET THESE CONDITIONS. USED AS A FLAG POLE OR RED LOBSTER 457 o; PIPE TO SUPPORT FLAG POLES, CHECK VALVE REN ]1 �T ION PDI PIPE FIXTURE FIXTURE UNIT TABULATION 2"PIPE SUPPORT SEE TELEVISION AERIALS OR SHUT-OFF VALVE (IVP.} �" f•,� PA � T� '?Q� SIZE SIZE UNIT LOAD F. ..... .__._ .._. ,,....... _... , r EXPANSION FIXTURE COLD HOT MANUFACTURERS I THESIMI�PIPINGMHAS BEEN WHEN CDP �, . CONCRETE LISTING FOR PROPER --- 140 F-R --<I--q TANKS A 1/2" 1-11 VALVE WATER CLOSET 1O -- 1 SPACING. ANCHORED IN AN APPROVED a FLOOR SLAB GRADE, PAVING OR R. I FLASHING & COUNTER-FLASHING OF I MANNER, ro RAD ' FLOOR. B 3/4" 12-32 TANK WATER CLOSET 5 ��- I I PROVIDE PIPE UNIONJL_ , • s FLOOR VENT THRU ROOF IS BY ROOFING a AQUASTAT SET TEMPERATURE � �� a PROVIDE GALVANIZED STEEL " d ��I ;.;,,. ,, CONTRACTOR. PLUMBING CONTRACTOR 1 I DIELECTRIC IF REQUIREo FOR , ELEMENT TO 135' F. SOUTHWEST SCHEDULE 40 PIPE 'SLEEVE C 1 33-60 URINAL 5 --- 4 - s� 1= ;, :- DISSIMILAR METAL=S TYP. � � �, --- +F ,; ��:.t� �� .,;-�: TO COORDINATE INSTALLATION. � � NO PIPE SHALL. - 2 LARGER THAN PIPE. + ' ?- t t,7 ,; PROVIDE A HARD COPPER RELIEF VALVE PIPING TO • ; PASS THROUGH � j,��"�-��€ �� PIPE SLEEVE TWO PIPE FULL SIZE DIRT LEG C7 DISCHARGE LINE (NO EXCEPTIONS). GREENBURG R FOOTING PAD D 1-1/4 fit-113 LAVATORY/SINK 1.5 1.5 � I EXPANSION cr 7 6 l ! : € SIZES BIGGER THAN �" �a E 1--1/2'" 114-154 JANITOR'S SINK 3 3 ,� °`� 9 iI= T EI PIPE THRU SLAB. I REDUCER ROUTE FULL SIZE OF VALVE DISCHARGE. TANK 3� MIN. = CONCRETE ENCASEMENT �`-```- - ' ` ROOF DECK HEAT TRAP (TYPICAL.) A (2'r.0'° WIDE MINIMUM ) F 2 155-330 SHOWER/BATHTUB 2 2 ,--` DOMESTIC WATER METER IN DOMESTIC WATER LINE WARNING, DISHWASHER --- 3 (REFER TO PSS ROOF INSULATI�}N }'� - CONTRACTOR SHALL NOT INSTAL.! TGA OR 6" MIN. """ :4` ` BOX OUTSIDE. SEE CIVIL a DRAWINGS FOR EXACT SIZE FOR SIZES INSTAL ASME TEMPERATURE AND CHECK VALVE OR SHUT OFF TRANMESE TQ FQQ ICE MAKER 2 & LOCATION. L ) PRESSURE RELIEF VALVE ;= VALVE BETWEEN WATER HEATER �"�" FURNISHED WITH WATER HEATER AND EXPANSION TANK. � SEE PIPE SLEEVE � - DETAIL 17/P 1 CORE DRILL ROOF OR PROVIDE i H SLEEVE IF REQ D. BY TYPE OF ROOF 1 FLUE PROVIDED BY PLUMBING VERIFY EXCAVATION CONDITIONS (SII!/RACK} WITH GEOTECHNICAL REPORT FOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION ADEQUATE EATING SHALL BE DECK PROVIDE FIRE STOP SEAL AND/OR SITE INVESTIGATION. REFER TO SPECS FOR OTHER CONDITIONS. PLUMBING PRODUCTS WATTS OR APPROVED EQUIVALENT WITH PISTON & O-RING CONSTRUCTION PROVIDED BY OTHER FOR ANCHOR PIPE TO ROOF DECK MECHANICAL CONTRACTOR HAVING PDI JWH-201, ASSE #1010 & ANSI A112.26.1 M CERTIFICATION, INSTALL IN HORIZONTAL FREEZE PROTECTION. PROVIDE BACKFLOW PREVENTER OF TYPE AND BETWEEN PIPE & SLEEVE WITH U--BOLT AROUND PIPE :_ WATERDETAILS L3 l = ° b a c r a o �a AND ANGLE IRON WELDED OR HEATERS V-4 OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL.. IN LINE WITH WATER FLOW DIRECTION MANUFACTURER APPROVED BY LOCAL PROVIDE PIPE INCREASER 1F OR WHERE SCREWED TO ROOF DECK OR 1 MIN. 3" AUTHORITIES AND DEPARTMENT OF NATURAL IF .POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN THE PLUMBING CODE REQUIRES A ABOVE.. PROVIDE ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. RESOURCES. INSTALL BACKFLOW PREVENTER JOIST. MIN. 12" BELOW ROOF CONDENSATE TRAP AIR GAP NOTE: REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR ONLY IN HORIZONTAL UPRIGHT POSITION. MINIMUM 3 VENT THRU ROOF N4-HUB PIPE CONNECTORS DRAIN VALVE BY WATER FLOOR MORE INFORMATION, PIPING ARRANGEMENT SHOWN IS PROVIDE REGULATOR ONLY IF PRESSURE DRAIN SCHEMATIC. VERIFY ALL. CONNECTION SIZES AND LOCATIONS . EXCEEDS 80 PSI - VERIT=Y. STRAINER AND ON CAST IRAN PIPE OR HEATER MANUFACTURER PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD r! REDUCING VALVE MAY BE INSTALLED IN BELL AND SPIGOT IF PVC. CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES, VERTICAL, PIPE IF SPACE LIMITATIONS REQUIRE PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY IT. CLEAN STRAINER BEFORE TURNING BUILDINGK*m2O LOCAL AUTHORITIES. PROVIDE HEAT TRAP AND AUTOMATIC �3 16 PIPE AND TRENCH LOCATION 1? WATER EfA�►I�VIER ARRESTERS /"18'%\WATER SERVICE RISER OVER TO OWNER. PROVIDE ANY REQUIRED �� SENT' THRU I�C�t}F �' �C'R FLOOR MOUNTED GAS WATER HEATER VACUUM RELIEF VALVE WHEN REQUIRED BY LOCAL �.2 NOT TO SCALE P1,2 NOT TO SCALE P1.2 NOT TO SCALE CERTIFICATION OF TEST OF BACKFLOW P1,2 NOT TO SCALE NUT TO SCALE AUTHORITIES. SET WATER TEMPERATURE AT 11 o'F.PREVENTER T4 LOCAI. AUTHORITIES. P1.2 CEILING SYSTEM NO. W-L-1001 44 V (FORMERLY SYSTEM NO. 147) SYSTEM NO. W--L-2002 DRILL HOLE IN SIDE OF BOX 1" ELASTOMERIC INSULATION OVER HEAT FILTERED., SUPPLY F RATINGS �- 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) FORMERLY SYSTEM N0. 148) AND PROVIDE GROMMETS OR TRACING ON CONDENSATE LINE IN FREEZER INSTALL WATER SUPPLY - - ,� DOWN 'IN 4:1R�'ITIOy. REFER T RATINGS -- 0, 1, 2, 3 AND 4 HR (SEE ITEM 3} F RATIN �- 1 1�-1 IT M SLEEVE WITH SILICONE SEAL Box ONLY. INSULATION AND HEAT TRACING LINE(S) WITH FULL PORT TO P�AN S) FOR SIZE' AND GS , /2 AND 2 HR (SEE E 3) PROVIDED BY PLUMBING CONTRACTOR. BALL.. VALVES IN ACCESSIBLE L. RATING AT AMBIENT — LESS THAN 1 CFM PER SQ. FT. (SEE ITEM 3) T RATINGS -- 3/4, 1, 1-1/2 AND 2 HR (SEE ITEM 3) AROUND PIPE PENETRATION LOCATIONS FOR SHUT--OFF PROPOSED ROUTING TO MAKE IT WATERTIGHT L RATING AT 400`F -- LESS THAN 1 CFM PER SQ, FT. SEE ITEM 3 L RATING AT AMBIENT _ 7 CFM/sq ft (SEE ITEM C} CONTRACTOR TO,PROAD" ; L RATING AT 400 F �- 1 CFM/sq ft (SEE ITEM 3C) CO 1 BACKFLOW DNVIGE ?F 1�0C ; DX COIL. NOTE: ICE MACHINE CODE REQlikE'S. 1A Ca PROVIDE COLD WATER (FURNISHED 1 A ROUGH--IN AT TOP OF ICE BY OTHERS) INSTALL ADAPTERS AND SOFT A MAKE CONNECTION TO MACHINE. ARRANGEMENT COPPER TUBES FULL SIZE OF PROVIDE CO IN TURN COIL AS REQUIRED. SHOWN IS SCHEMATIC. CONNECTION TO WATER INLET 3 18 ADJUST AS REQUIRED TO AT CUBER. (TYP) A AND AT END OF PIPE INSTALL DRAIN EINE BEHIND SUIT CONDITIONS. VERIFY 3 SHELVING IN WALK-IN BOX. CONNECTIONSWITH 38 COORDINATE WITH OWNER DRAIN LINE SHALL BE 38 3C MANUFACTURER. 3/4 DRAIN INSTALLED OPEN TO ANCHOR RISER TO PROVIDE TRAP AT BOTTOM OF RISER (MIN) ATMOSPHERE AT UPPER END D ,.: Q BOX EXTERIOR WALL FIAT AGAINST WALL.. DISCHARGE INTO ..-�_�••� TERMINATE DRAIN(S) WITH AN 3C `� FLOOR SINK WITH AIR GAP OF TWICE INDIRECT CONNECTION AT AN PIPE DIAMETER. APPROVED RECEPTOR. REFER :• .. TO PLANS} FOR PROPOSED ;,. WALK-IN FREEZER BOX DRAIN ROUTING AND ^�.><D B .�.: :.';, FIN. FLOOR RECEPTOR LOCATION �} �` FF A SEE FLOOR PLANS r z . SECTION A--A FOR DRAIN LOCATION INSTALL PIPE AS HIGH AS POSSIBLE, ANCHORED TO WALL OF BOX WITH SUPPORTS D E V I T A & 1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL WALLBOARD/STUD WALL ASSEMBLY SHALL. BE CONSTRUCTED ELECTRICAL METALLIC TUBING OR TYPE L (OR HEAVIER) o ., AT MAXIMUM SIX FOOT CENTERS. USE TYPE "M" HARD COPPER TUBE AND FITTINGS A S S O� I A T E S WITH LEAD-FREE SOLDER JOINTS. SLOPE HORIZONTAL PIPE AT MINIMUM TWO 4 TOE MACHINE CONNECTION OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE 2 PERCENT. PROVIDE CHROMATONE PAINT ON PIPE EXTERIOR TO BOX. I N C INDIVIDUAL. 0300 OR U400 SERIES WALL. OR PARTITION STEEL CONDUIT. WHEN COPPER PIPE OR FLEXIBLE STEEL 3A �.3NOT TO SCALE DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALT CONDUIT IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) D A 1 PROJECT: 11005-09 INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: IS 2 H. STEEL_ PIPES OR CONDUITS LARGER THAN NOM 4 IN. PO Box 1596 GREENML.LE, SC DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING A 3A 3 CONDENSATE DRAIN FREEZER/COOLER A. STUDS - WALL. FRAMING MAY CONSIST OF EITHER WOOD STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PON— STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL. PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE --.- P1.3 NOT TO SCALE CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE DESIGNED BY: MAS LUMBER SPACE 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. ASSEMBLY. CHECKED BY: TPM PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. SECTION A--A WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. 3. FILL, VOID OR CAVITY MATERIAL* — CAULK — CAULK FILL # - MATERIAL. INSTALLED TO COMPLETELY FILL ANNULAR SPACE PROVIDE BRAIDED STAINLESS B. WALLBOARD, GYPSUM NOM 1/2 OR 5/8 IN. THICK, 4 FT. BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL. BE CONSTRUCTED OF THE STEEL TUBING TO UNIT WATER WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL. 0300 OR U400 SERIES WALL. OR PARTITION DESIGN IN THE UL FIRE P � PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE INLET, SAME SIZE AS UNIT INLET, ;f WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: WITH ADAPTERS AS REQUIRED FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 � 1 2" CD WATER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN WALL. ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND GROSS BRACES. STEEL STUDS TO BE MIN BEVERAGE DISPENSER SUPPLY I� PARTITION 80427PE r THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF 3--5/8 IN. WIDE BY 1�-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. FURNISHED BY OTHERS 4 WHERE SHOWN ON PLANS IS 13-1/2 IN, THE WALL ASSEMBLY IN WHICH IT IS INSTALLED., AS SHOWN B. GYPSUM BOARD* - 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, I OREGON IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE NUMBER OF LAYERS FASTENER TYPE AND SHEET ORIENTATION SHALL. BE AS SPECIFIED IN THE INDIVIDUAL 0300 OR U400 SERIES COUNTERTOP 2. PIPE OR CONDUIT — NOM 12 IN. DIAM (OR SMALLER) FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF ! flj SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR THE PIPE aR CONDUIT AND THE HOURLY FIRE RATING OF THE DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 7 1N. 2. NONMETALLIC PIPE OR CONDUIT - ONE NONMETALLIC PIPE OR CONDUIT IS CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR PROVIDE C.P. WHEEL ,5 ppC� SMALLER} SERVICE WEIGHT (OR HEADER) CAST IRAN SOLI. WALL. ASSEMBLY 1N WHICH IT IS INSTALLED, AS TABULATED CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL.. THE HANDLE ANGLE STOP PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) BELOW: FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUIT MAY BE USED: VALVE UNDER COUNTER -. DUCTILE IRON PRESSURE PIPE, NOM G IN. DIAM (OR SMALLER) ExPIRES: 12,(3 1 2 1 0 A. NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE POLYVINYL_ CHLORIDE (PVC) PIPE. B. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE POLYVINYL CHLORIDE (PVC) PIPE. BACKSPLASH �s * BEARING TIME UL CLASSIFICATION MARKING. C. NOM 4 IN. DIAD! (OR SMALLER) SCHEDULE 40 SOLID-CORE ACRYLONITRILE-BUTADIENE-STYRENE (ABS) PIPE. D. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE. ; MAX PIPE OR ANNULAR F RATING, T RATING, FIN. FLOOR ..�- E. NOM 4 IN. DIAM (OR SMALLER} RIGID NONMETALLIC CONDUIT FORMED OF PVC. CONDUIT DIAM IN SPACE IN. HR. HR F. NOM 1 IN. DIAM (SMALLER) ELECTRICAL. NONMETALLIC TUBING FORMED OF PVC. G. NOM 6 IN. DIAM (OR SMALLER} SCHEDULE 40 CHLORINATED POLYVINYL CHLORIDE (CPUC) PIPE. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO 1 1/4 TO 1/2 3 OR 4 3 OR 4 3/16 1 OR 2 0+, 1 OR 2 SEE RIGID NONMETALLIC CONDUIT(DZKT) AND ELECTRICAL NONMETALLIC TUBING(FKHU) CATEGORIES IN UL ELECTRICAL CONSTRUCTION SUIT CONDITIONS, VERIFY CONNECTIONS WITH MANUFACTURER. 1 1 4 MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. 4 o TO 1/4 1 OR 2 0 4 0 TO 1-1/2# 1 OR 2 0 3. FIRESTOP SYSTEM- INSTALLED SYMMETRICALLY ON BOTH SIDES OF WAIL ASSEMBLY. THE HOURLY F AND T RATINGS FOR THE � BEVERAGE DISPENSER WATER CONNECTION � fl 6 1/4 TO 1/2 3 OR 4 0 FIRESTOP SYSTEM ARE DEPENDENT UPON THE TYPE AND SIZE OF NONMETALUC PIPE OR CONDUIT, THE PIPING SYSTEM TYPE (CLOSED NOT TO SCALE 12 3/16 TQ 3/8 1 OR 2 0 SYSTEMS SUCH AS PROCESS OR SUPPLY PIPING OR VENTED SYSTEMS, SUCH AS DRAIN, WASTE OR VENT PIPING) AND THE HOURLY FIRE P1.3 + WHEN COPPER PIPE IS USED, T RATING IS 0 HR. RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN 1N THE FOLLOWING TABLE. 10 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25WB- C9 v., CAULK IS USED. WATER HAMMER 99 MINNESOTA MINING & MFG. CO.- TYPES CP-25 S/L., CP-25 N/S d'i'e or Nom Pipe Annulm piping WaU Fire F T CONTINUE TO THE REST ARRESTER 0 CP--25 WB, CP-25 WB- (NOTE: L RATINGS APPLY ONLY WHEN TYPE ConduitDiaem Rating Rating` Space Sys# ' OF PLUMBING FIXTURES. • CP--25 WB- CAULK IS USED.} Type in. In. (a) Hr Hf Hr LAV--1 LAV-1 a� FRRP 1/2 to 2 0- 3/16 V 2 1-1/2 1 -1/2 MAIN 117F LINE FROM THROUGH PENETRATION DETAIL WATER HEATER FRPP, P8 1/2 to 2 0- 3/16 C 2 2 2 ,.., �-3BARE METAL PIPE THROUGH STUD WALL 1 o 4 - 1 Cy 1 1 MIXING ABS /2 t 0 3/ 6 3/4 VALVE - 1 2 to 4 0- 3 16 C,V 2 1�-1 2 1-1 2 � v ABS / / / / CL - - PVC 1/2 to 4 0- 3/16 C,V 1 1 1 CAP COLD , WATER INLET. SYSTEM NO, W- L-5001PSC 1/2 to 4 0- 3/16 Cy2 2 2 a (FORMERLY SYSTEM NO. 147) FRRP + 2-1/2 to 0 - 3/16 Cy2 1--1/2 1�-1/2 C F RATINGS - 1 AND 2 HR (SEE ITEM 1) PVC + 5, 6 0- 3/16 Cy 2 1--1/2 1--1 2 110' MAIN. SEE T RATINGS - 1 AND 1--1/2 HR (SEE ITEM 3) PLANS FOR SIZE. o L RATING AT AMBIENT -- 2 CFM PER SQ. FT. +PIPE COVERING MATERIAL. WRAP REQUIRED ON PIPE ON BOTH SIDES OF WALL.. 0) L RATING AT 4O0`F - LESS THAN 1 CFM PER SQ. FT. (A)C = CLOSED SYSTEMS, V = VENTED SYSTEMS. 110' MAIN DOWN PIPING DIAGRAM v THE DETAILS OF THE FIRESTOP SYSTEM SHALL. BE AS FOLLOWS. lo 1 A A. FILL,VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL, FACED ON ONE SIDE WITH N LL SEE ALUMINUM FOIL_, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN.- WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE OR CONDUIT PLANS FOR SIZE. :r (FOILSIDE EXPOSED) WITH THE EDGES BUTTED AGAINST THE SURFACE OF THE WALL. SUFFICIENT LAYERS OF WRAP STRIP SHALL BE A 4 A 4 B INSTALLED TO LAP A MIN OF 3/16 IN. ON THE WALL SURFACE AROUND THE ENTIRE PERIMETER OF THE CIRCULAR THROUGH OPENING. FOR A NOM 1 2 IN. TO NOM 2 IN. DIAM PIPES OR CONDUITS A MIN OF ONE LAYER OF WRAP STRIP IS REQUIRED. FOR NOM 2-1 2 IN. AN R NOTE: CONTRACTOR E 4 :: / Q / D COORDINATE WITH THE co 4 8 3 :°Y'` NOM 3 IN. DIAM PIPES, A MIN OF TWO LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 3--1/2 IN. AND NOM 4 IN. DIAM PIPES, A MIN A ELECTRICAL CONTRACTOR OF THREE LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 5 AND 6 IN. DIAM, TWO TIERS (4 IN. OVERALL LENGTH) OF THREE LAYERS OF FOR THE FAUCET WRAP STRIP IS REQUIRED, WITH ADJOINING WRAP STRIP LAYER EDGES BETWEEN TIERS TIGHTLY BUTTED. EACH.LAYER OF WRAP STRIP TO BE ELECTRICAL CONNECTIONS -� INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE OR EQUIVALENT. Q MINNESOTA MINING & MFG CO --- TYPE FS-195+ 0. L * NOTE `0 f Issue Date: 3-23-2012 THIS MATERIAL.. WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM TIME 2002 EDITION OF THE UL FIRE RESISTANCE ��' 110' LINE TO " DIRECTORY LAVATORY. SEE PIPING v REVISION INFORMATION � 2 DLAGRAM� TH►S DETAIL.. INSTALL HORIZONTAL Qv) A 1 B PIPE LEVEL WITH THROUGH PENETRATION DETAIL FAUCET DARE NON—METALLIC PIPE THROUGH STUD WALL � P1.3 110* WATER LOOP TO LAVATORIES SECTION A-A P1.3 NOT To scAL1,20 .E 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALL SHALL BE MIN 1/4 IN. TO MAX 3/8 IN. WHEN NOM 2 IN. v WALLBOARD/STUD ASSEMBLY SHALL BE CONSTRUCTED OF THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE MATERIALS AND IN TETE MANNER DESCRIBED IN THE THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE . -� INDIVIDUAL U300 OR U400 SERIES WALL. OR PARTITION DESIGN GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL. INCLUDE SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. THE FOLLOWING CONSTRUCTION FEATURES: SEE •- PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD CATEGORY IN BUILDING MATERIALS DIRECTORY FOR NAMES a STUDS OR STEEL CHANNEL. STUDS. WOOD STUDS TO CONSIST OF MANUFACTURERS. ANY PIPE COVERING MATERIAL. OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY 24 IN. OC. BE USED. B. WALLBOARD, GYPSUM* - NOM 5/8 IN. THICK, 4 FT WIDE WITH THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 3/4 HR SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, WHEN NOM 1 1N. THICK PIPE COVERING IS USED. THE HOURLY THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1--1/2 HR ORIENTATION SHALL BE SPECIFIED IN THE INDIVIDUAL U300 OR WHEN NOM 2 IN THICK PIPE COVERING 15 USED WITH 1 HR U400 SERIES DESIGN 1N THE UL FIRE RESISTANCE DIRECTORY. AND 2 HR FIRE RATED WALLS, RESPECTIVELY. Restaurant#: 0457 MAX DIAM OF OPENING IS 14-1/2 IN FOR WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS. 4. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH THE HOURLY'F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN SIDES OF WALL. ASSEMBLY. THE DETAILS OF THE FIRESTOP INSTALLED IN A 1 HR FIRE RATED WALL AND 2 HR WHEN INSTALLED SYSTEM SHALL BE AS FOLLOWS: RED L013STER 457 IN A 2 HR FIRE RATED WALL. RENOVATION 2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE A. FILL, VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4 CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE IN. THICK INTUMESCENT ELASTOMERIC MATERIAL.. FACED ON RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND MAY 8E USED: PIPE COVERING (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP 10330 A. STEEL PIPE - NOM 12 IN. CLAM (OR SMALLER) SCHEDULE 10 (OR STRIP LAYER SECURELY BOUND WITH STEEL. WIRE OF ALUMINUM FOIL. TAPE AND SLID INTO ANNULAR SPACE SOUTHWEST HEAVIER) STEEL. PIPE. APPROX. 1-1/4 IN. SUCH THAT APPROX 3/4 IN. OF THE WRAP B. COPPER TUBING - NOM 6 1N. DIAM (OR SMALLER) TYPE L (OR STRIP WIDTH PROTRUDES FROM THE WALL. SURFACE. ONE GREEN13URG ROAD HEAVIER) COPPER TUBING. LAYER OF WRAP STRIP IS REQUIRED WHEN NOM 1 IN. THICK C. COPPER PIPE �- NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR PIPE COVERING IS USED. TWO LAYERS OF WRAP STRIP ARE HEAVIER} CAPPER PIPE. REQUIRED WHEN NOM 2 IN. THICK PIPE COVERING IS USED, 3, PIPE COVERING* NOM 1 OR 2 IN. THICK HOLLOW MINNESOTA MINING & MFG. CO. - TYPE FS-195+ T1 ARD93R CYLINDRICAL. HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE B. FILL., VOID OR CAVITY MATERIALS* - CAULK - MIN 1/4 IN. JACKET. LONGITUDINAL. JOINTS SEALED WITH METAL.. DIAM CONTINUOUS BEAD APPLIED TO THE WRAP STRIP/WALL FASTENERS OR FACTORY-APPLIED SELF-SEAUNG LAP TAPE, INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP PLUMBING TRANSVERSE JOINTS SEALED WITH METAL. FASTENERS OR LAYER APPROX 3/4 IN. FROM THE WALL SURFACE. WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN DETAILS NOM 1 IN. THICK PIPE COVERING IS USED, THE ANNULAR SPACE MINNESOTA MINING & MFG. CO- TYPES CP-25 WB+ BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE * BEARING THE UL CLASSIFICATION MARKING. �8THROUGH PENETRATION DETAIL P1.3 INSULATED METAL PIPE THROUGH STUD FALL i GENERAL CONSTRUCTION NOTES 1. FLOOR TROUGH TO BE 14 Gla TYPE 304 S/s w/ #3 FINISH. ' 2. TROUGH SUPPORT BRACKETS (6) TO BE 0.125 THICK 304 S/S W/ #3 FINISH. 3. FIBERGLASS 'GATOR' GRATE TO BE 1' THICK, 4. TROUGH DRAINS SHALL BE FURNISHED BY OWNER AND INSTALLED BY PLUMBING + ON'i'PAiCTOR" 5. COORDINATE WITH GENERAL CONTRACTOR. 6. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL INFORMATION. DIMENSION VARIES: SEE FOOD SERVICE PLANS FOR EXACT SIZES. -- PART# 6510297 C.H.G. FLOOR TROUGH BASKET" ASSEMBLY -� .•,::,: DIMENSION VARIES: �1C�CLf��CiC JCC D �,: !� ❑ C�E�Q(�[�C�C SEE FOOD SERVICE 0111-=0000 El �~ �F 000000011n :11 ou PLANS FOR EXACT SIZES. P L.A N GRATE (SEE NOTE #3) TILE --WAX --THINSET D E V I T A 4" FLOOR SLAB ASSOCIATES . CAI PROJECT: 11005--09 PO Box 1596 GREENVILLE, 5C --__ `- ---. PRESSURE TREATED --� - 2x4 BY G.C. DESIGNED BY: VITAS CHECKED BY: TPM 0 Bp PR A F ��,ti PART#7044102 ` 842 E ANCHOR BRKTS. OREGON �P 9„ DEEP SLAB AT TROUGH P, 5.25” ,��XP1��ES: 1213120�� U 4.5" i czA PRESSURE TREATED cu 18" O.C. MAX 2X4 BY G.C. ANCHOR BRACKETS ELEVATION v W. 14 GA S/S TROUGH E:Z4 18 GA S/S FILLER CHANNEL � 14 GA S/S WEB CL DETAIL D CC W W 4" DIMENSION VARIES: SEE FOND SERVICE 4» PLANS FOR EXACT SIZES. � FIBERGLASS GRATE VARIES TIL 1.5" 1" THICK. x 1/4 SLATS E " Q .125'° 1.125" " .5 `� 1 1.5" 1.5 5 THINSET D •.. PART ?044103 . a FFILLERCCHANNELT\ 4 CL Q TYP. WELD 4 Issue Date. 3-23-2012 CL 4" THICK CONCRETE FLOOR a a �^) REVIIflN INFORMATION s�. 9" THICK CONCRETE @ TROUGH VARIES 3" CD FLOOR TROUGH BASKET ASSEMBLY _ ANCHOR BRKTS. 3.245" OD 14GA. S/S L WIDTH OF DRAIN PLUS 8" l V� SECTION A—A SECTION B--B O Restaurant#: 0457 TILE 4p DIMENSION VARIES: SEE FOOD SERVICE 4 ........ THINSET QED LOBSTERPLANS FOR EXACT SIZES. 5" 457 •5"-- RENOVATION Q a 4 10330 SOUTHWEST �» GREENBURG ROAD ANCHOR BRKTS. Pl14GA. S/S 4" THICK CONCRETE FLOOR 4 � 9 TIGARu,THICK CONCRETE � TROUGH R WIDTH OF DRAIN PLUS 8° PLUMBING PRESSURE TREATED DETAILS 2X4 BY G.C. SECTION C---C r'l'N� TRENCH DRAIN DETAIL �.4NOT TO SCALE ■ I i i - --- , - - - = - - .. . 3 - -- - I s 77 2t _ to � ��v 2a �bl -� - -_ TL31 ... �r _. 3 1 � I ' \ • 23 _ \ P - - - - - _. -� - ---- -- --I i =-- = - -- Illy _ - plfP DE - i VITA & ;>--\D�---`II --, - I -- - -- ASSOCIATES 4 3"G UP R CONT. SEE SHEET P23 2'V- 1 N C . . OVTRDAI PROJECT: 11005-09 � - dg O Box GREENvSC 1 _ R w I FS �wr _ DVE FLD 0---------D DESIGNED BY: MAS 5 O O I = 1H -3"G L' :- ' - _ - I OVflt - - OF OVER ROOF 1 ROOF DRAIN O_, -D - - - - r �-- 3`G L�- �C_ - -J CHECKED BY: TPM I " -- - --- - - - -- -- - FLOW DRAIN FLOW � DRAIN i- 1 0D7 - a - GENERAL NOTES: - ICD FCO �J _ - y" - - - -. ECO A REFER TO PIA FOR SCHEDULES AND NOTES. -.-.-.-. -.-•-•-•-•---•-•-•-•---3'6-•---•---• -• -• -- - -• --- - - -•-•- - - - -3"G 4 ; =.i.-.-. -._aG-.- �.-.I 4'g_.�.-.- - - - - - -4"G- - = - O Q - f ! gg oaz,�E � I' 4 B. REFER TO P1.2 & P1.3 FOR DETAILS. J t - - -.---- C REFER TO P4.1 FOR ISOMETRICS. ORON --_ --------- lj I - - - -- ` - - ✓ ® L _ - __ _ __ tD7 f y - _ D. REFER TO FOOD SERVICE DRAWINGS FOR ROUGH-IN �j t� -- - - _ Gsz /,=' --=-- -_ -_ --- ----x- { -- DIMENSIONS. gsP. moPP13 E ALL PLUMBING LINES AND ELECTRICAL CONDUITS WIRING EXP1RFs= 7zI37/<^o y / SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO o �� I: I BUILDING LINE (TRUSSES). F. SUBCONTRACTOR SHALL PROVIDE FULL WARRANTY SERVICE \ 1FD1__ca FOR A MINIMUM ONE (1) YEAR PERIOD. y y 1 c - ^- -- � �� i, _ _ �- \.�- ,s� Ii I . ; 1 � I ( I G. INVERTS BASED ON 100'-0' ELEVATION FOR FINISHED c I •� - - -- -_ = FLOOR, 1/4- SLOPE PER FOOT FOR GREASE WASTE AND /8" SLOPE PER FOOT FOR SANITARY. CONTRACTOR SHALL Fst i, ISI I I_ I�� I I TD -- -, � � FIELD VERIFY EXACT INVERTS BASED ON REQUIRED CODES. 3 -_ I - --- :---' - _,- $:; FD1 �:- ,I 13 I ' _ _ = 3p O L H. PLUMBING PENETRATING ONE HOUR RATED FIRE WALLS G14, l = < -t •-.- o -_ I SRAiLL BE SLEEVED AND CAULKED TO MEET U_L LISTED 6 17 3 G 0 _- \ - - - .,r' ASSEMBLY FOR RATING OF WALL SEE SHEET P1.3 FOR O - APPROVED U.L LISTED ASSEMBLIES. •� 18 f ? =-J �_ � ,-f_ � `\`.� _- - _ / � `} , tlI �. FD1 I F ' I `� � ,. � � -I- I cc 9 CL i d L ��: -----`," �'- �> ''` x=,_. _ i., _ _ _ ( y ! FDO _ SZB _ - Q0 RA _ t 14 ROOF DRAIN ROOF DRAIN O-••-••--------------- •-� :_ { \� FS7 f ` o a P I \ FS1 at ,,/ OVERFLOW OVERFLOW - - -__— T-, 378 v 89 ---1 GD 89 GO fDl FD1 rz � 4 i - c- =2 V- ! I • `._ � - � : _I-- � '_"" _ 1 i _ � _ v' 37A FD1 - t f�\� � 0 LD TM FS2 - - O • O -- ' ----- .` F to 17c 102 cQ i ~ :--=1' FS1 G' 702 ---- -- _- �._.� s_;.. :_-.�, �-- .__: =--=- - -_ - _ - -- _. _-_ - _ - ___ - -_• _ ----- -- --_ `_ _-- I I opo - -- T fS2 �1 Fc© uo , FDt : , —_v FDt toz T— KEYED NOTES: _ I �Nfy, 3° 1 _ - .-.-.-.-.- I_ I •-•_ -,!� _ _4nG I -.�.-.-.`\ -. -.�-. i• - -4'G- - - - - - - - - - - - - - - - - -4'G- _ ,-._--:- ._ 'G-.-.�--•---•- - - -4°G-.-.-.-._ -.-.-.-.-. ,4• .-.-.- r7-'— - -4"G-- - - 3e- : -r I { I O1 REFER TO CML DRAWINGS FOR CONTINUATION OF 107 _ I 4"SS -- 4" SANITARY MAIN. Q --- 13 1 / -? to FCO _ - - IALAV / FDI EASE ---- - - - --- -- -- I 2 REFER TO CML DRAWINGS FOR LOCATION OF GR t • ---° - -----__,n _ - -- -`:g I=„----- - =`� J-= -2'V :F -- T- h _ 2 V- -(- 2 V _ i• fl INTERCEPTOR.460 Issue e. 3-23-2012 d -- at I —.- - --- tAV2 /_I i.,. g` , '": %R _ - I - --- --- �3 EXTEND 4" VENT THROUGH ROOF. EXTEND VTR TO ' 1 THE TOP OF THE PARAPET. REVISION INFO M , O RMATION a, .._.._.._.. �_I .. .. t• „- 1 CONDENSATE UNE IN CEILING SPACE SHALL BE 1 O {yam - - _ CL 18 16 17 {#cl ,n „e 7,5 = L - --- - - - - � t70 ,to �-J � O 'I- F- � � INSULATED COORDINATE LOCATION WITH ALL (D AND :.._„{ .._.._ ._.._.,_.. .. - y-7 N DUCTWORK LIGHTING, ELECTRICAL, AT U 3"SS ; - 3 I VENT LINES.LI NG EL WATER, F 2 OWNER'S CHANGES 06-17-2013 3' FCO 14 --.-. .. .___._. _ , ___._. --_-_ _ - J - WC 4" L - fl5 CUT COVER OF DR/AN AT POINT OF PIPE TERMiNA110N cc OW _ _....,_ _ -... m x -: ` '> TO ALLOW REMOVAL OF COVER AND TO ALLOW "NO 3 07-01-2013 -- 97 --.')5----'ROOF DRA4N ”----- � �� _ FD1 �.�_3 S5 ,___- � = •1� SPLASH". - --- OVERFLOW t OWNER'S CHANGES __ = 15 O FCO / fl SS STEEL FLOOR SINK FURNISHED BY 07-30-2013 W 2 , HWC -- 6 STAINLESS PROVIDE STAINLESS s5 - a,_, _ - -<- _wC0 - - --- wC STEEL DRAM LINESTO CODE COMMENTS rn -_ O _. SAFELY HANDLE 189 DISCHARGE FROM E D . . .. -_ - --� w_._. ..___ _... EXISTING GREASE u. _- _e_ m.__ _�- __. r_ r_"- �- w.. ._..__ _._- ._=.x-- __ ,_ _- .__e ._�. __._ _. .....w -_. - -...--• ,--- - 4 EG] MACHINE. ROUTE HIGH TEMPERATURE DRAIN LINES __;,-` ✓! \.-. ._..._..__..___ _._.-_ - , , ..._ _ _..n _- __-- - _._ _ O INTERCEPTOR 5 AT LEAST TWENTY 20 FEET DOWNSTREAM FROM t «� FLOOR SINK. I T _._ -_-_---.---- - --_-_-._ 4 2 11 fl7 CONDENSATE IJNE DOWN WALL AND RUN INDIRECTLY 6 o TO HUB DRAIN IN MECHANICAL ROOM. 2 fl8 ONE HOUR RATED WALL 7 E O ROUTE )/2" DRAIN LINE IN WALL. DISCHARGE DRAIN `- LINE AT FLOOR SINK WITH A 2” AIR GAP. ? H gsS �J REFER TO FOOD SERVICE DRAWINGS FOR FREEZER, COOLER AND BEER COOLER GOND, DETAILS. REFER ALSO TO DETAIL 3/P1.3. Restaurant#: 0457 11 CIVIL FBELOW OR CONTINUATOITO S INTERCEPTOR. SEE G 12 SEE ENLARGED MECHANICAL ROOM PLAN ON SHEET RED LOBSTER 457 P2.3 FOR EQUIPMENT LAYOUT. 11 TO EXISTING RENOVATION 13 CONDENSATE DRAIN UP TO ROOF TOP UNIT. SEE DETAIL 15/P1.2. 14 4" UP TO ROOF DRAIN. 10330 15 4" UP TO OVERFLOW DRAIN. SOUTHWEST i6 4" DRAIN LINE DOWN IN WALL GREENBURG ROAD 17 OVERFLOW OUTLET. 1 WASTE AND VENT PLAN O 18 REFER TO CML DRAWINGS FOR CONTINUATION OF P21 SCALE; 1/4 = i�-0" STORM DRAIN PIPING. D 4' 8' 12' TIGARD OR 19 4" ROOF AND OVERFLOW DRAINS THROUGH WALL AND � DRAINING ON LOWER ROOF. PLUMBING WASTE AND VENT I PIPING PLAN P221 Vxmmowm NWNL JAWMA.......... ................. ........... ...... H81 Bpi .......... H132 ........... ....... ........................ ........ .............................................. ................... ...... ......................... .. .... ........ EXISTING GAS METER, COORDINATE CAPACITY WITH LOCAL UTILITY. ............ Y4"kw................................... .......... ...... .................Y2"CW TOTAL DEMAND 3,042.8 MBH @ .................................................. .......... (22) 7 -11 w.c., TOTAL DEVELOPED 1 40 ---I HW—- ........... ....................... -0" WATER PIPING UP FOR .................. LENGTH 200' W_� ............. . ..... ................................. ........I'Cw -y4"CW'................................................................................................. CONT. SEE SHEET P2.3 I .1, z .1"C .......... ............................. .......... F........... .............. ............................... ...... .............................. GENERAL NOTES: ...................................... 4 Y4"FW Y2"FW Y4"FW�......................................................... ........................ A. REFER TO P1.1 FOR SCHEDULES AND NOTES. I "FCWA1 Y2"FCWA1 Y2 ........................... DEVITA & "FW--.N4......... ...*1..�.;�-.-...-,.;:::7;;�,.:: ........... B. REFER TO P1.2 & P1,3 FOR DETAILS. ............ ............. .......i .: L - j: % "HW IiO�_:iM--�-- I' W,'�'.' .......... I-Y4 'Y4 w. I I I 1—1 HW 1:I 0,F.................. ........... ................................ .......................... ............................................................................ A SSOCIATES ..................... -ER ........... ......... ....... C. REF 1 1(TF �-"HWR I 1--qF Y2-HWR I 1(7F TO P4.2 & P4.3 FOR ISOMETRICS. Y2 . ................................. ........ ................ .......... ................................................... ............ ...........7..............I ........... ........................ ................... I N C ..................... .......... .......................................................................... .............. . .... REFER TO CIVIL DRAWINGS FOR CONTINUATION OF THE D. ........... ..................................................................... ............... .... ...... .................... ..... ......... ........... UTILITIES. DAI PROJECT: 11005-09 ........... .. . ....... . . .......... I kZIAZ -) .......................... "GAS-.......... ................................. ................... ............... —1y4 PO Box 1596 GREEN\ALLE, SC E. REFER TO FOOD SERVICE 'DRAWINGS FOR ROUGH-IN ............ 000,................ O/ DIMENSIONS............... ................................................................................................................................................................................................................ ..................................... ................... .......... ............................................... ......................... .......................................... ..... HW ...............Y2" ......................... ....................... .......... ..................................... ............. ..................................... ............ ....... ............... BP,)..................... ALL BE INSTALLED PARALLEL OR PERPENDICULAR TO SH CHECKED BY: TPM QW BUILDING LINE (TRUSSES). .......... ...........UP Y4............................. .......................................... ............. .......... G. ROUTE ALL GAS PIPING AS HIGH AND AS CLOSELY TO PLAN ........ .......................... ............. ................. .......... _-j AS POSSIBLE. COORDINATE ROUTING WITH DUCTWORK AND .......... ................... SPRINKLER MAINS......................... ............. ............. H. SUBCONTRACTOR SHALL PROVIDE FULL WARRANTY SERVICE FOR ........... ...................................... .......................................... ......... ............ A MINIMUM ONE (1) YEAR PERIOD........... ....... ......... ............................. ........................7�y"GAS. ............ ........... ............................ .............. A................................. .............. ............... PLUMBING SUPPLY LINES ON THE COFFEE AND TEA BREWERS. ............ 3......................... .......................... OREGON ........... m'-UP...To C14 IX ........... J. PLUMBING PENETRATING ONE HOUR RATED FIRE WALLS SHALL 13, TO MEET U.L. USTED ASSEMBLY.............................................................. ....... ............................... .................... ............ ............... .............. SHEET P1.3 FOR APPROVED U.L. ...... ................... .................... ...... — GAS: U ............ ............................. ............ LISTED ASSEMBLIES. .............................. ............. . ......... %........... .............. (L2�................... S: 12131i ............. ............. ...........................0 ....... ............ : * ....... I... ..................................... .................................d I \, .............. ............ ......................................................... .... ................ ........ ........... .................. .............. ............. N� .................... ......................... ............. ................. ........... ..............L............................................................. .............. .................. ........... 3"GAS................................. ............. 2"GAS.............. ..................... .. :., .1. I 3"GAS............... ........... ..................... "GAS............ 1Y2 ........................ ..............17 ............4 H .............................................................. tw\T*" ........... .......................... 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L........... 4................................ 0 0 CL E_....................... .......... ......................... ......................... .. ............ ............. .. ......... SEE Hw "MARGED...................... ................................... MEC HAWAL ROOM 81 "FCWB4" SHEEt P2.3 we I Y2"H -Y2"FC 0 .....................................I HW-c ........Ijy2"GAS. L cc .............................................. ...................................... ................................... 1B...................0 FW-< ............................ ............................... ..................................... ........... ................................................ ..........................;, ................. ................ .............. ....................... ..............................C14 0 .............. .................... .................................... .......................................................................... .............. 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I 0 -1-15 .. ....... ...............*4 ...................... .......... ............... ......................... ................... ............ ........... .............Y�:mw iD........... ..................... ................ .......... ...... 2 06-17-2013 H81 U 7qwt� <Lo) OWNER'S CHANGES Q AV 2) - LAV TP 3 07-01-2013 OWNER'S CHANGES ............... ....... 0 .......... ................ ........... ........... .......... ................ -30-2013 4 .......... ........... ............. ..................... ..................... ............ .......................... .................. 07 .............. ;!�cw_........... CODE COMMENTS .................... .............. .............. 5 Y2......... �H WDC KEYED NOTES: ............ ........................................ ............. ................... .......... ............................ ........ .............. ...................... .................. 6 CL ........... .......... .................................................. .......... ............. ................. .................... .................................. ................................. ........... .................................................. ...........0 ............. ............ ...... .............................. ............ ............... ............ ...................... ......... ............. ................................ ..................... ............................................................... PIPING DROP SHALL UTILIZE THE UTILITY CHASE. ROUTE PIPING AS SHOWN ON SHEET FOOD SERVICE DRAWING FS-3.2 AND ISOMETRICS ON SHEET P4.2, 7 INSTALL FIB-2 12"AFF. EXTEND PIPING FROM EQUIPMENT ABOVE TO HB-2. 4 ALL DOMESTIC WATER PIPING LOCATED IN EXTERIOR WALLS SHALL BE WRAPPED 8 RIGID GLASS FIBER INSULATION AND SHALL BE INSTALLED ON THE WITH 1/2 ............. N. SEE *PIPE INSULATION" SHEET P1.2. INTERIOR SIDE OF THE BUILDING INSULATIO NES IN KITCHEN, WHITE. Restaurant 0457 D, 8" A.F.F. TO KITCHEN EQUIPMENT. GAS LINE UP THROUGH CURB TO ROOFTOP EQUIPMENT. SEE "GAS CONNECTION TO ROOFTOP UNIT" DETAIL AND "PIPE CURB DETAIL" ON SHEET P1.2, RED LOBSTER 457 ONE HOUR RATED WALL RENOVATION 1" CW & 1" HW THROUGH BAR DIE TO BAR EQUIP. SEE FOOD SERVICE DRAWING FS-3.2 FOR EXACT LOCATIONS. 6" DW PVC ABOVE CEILING FOR BEER CHASE. PROVIDE LONG SWEEP ELBOWS 10330 AT TURN DOWN. CONTRACTOR TO ROUTE 110" WATER PIPING DOWN IN WALL FULL SIZE AND TO WITH-IN 6' OF MIXING VALVE AND BACK UP TO INSURE HOT WATER AT GREENBURG ROAD LAVATORY. SEE "110* WATER LOOP TO LAVATORIES DETAIL ON SHEET P1.3 WATER AND GAS PIPING PLAN COLD WATER DOWN TO URINAL/WATER CLOSET AND ONE TRAP PRIMER. �2SCALE: 1/4" V-0" 0 40 80 12" PROVIDE ONE ADDITIONAL VALVED CONNECTION FOR A FUTURE GAS APPLIANCE. SEE FS-3.5. TIGARD, OR ERVICE DRAWING FS-3.2 FOR MOUNTING HEIGHTS FOR ALL P]PfNG TO KITCHEN EQUIPMENT. SEE "FLOOR MOUNTED GAS WATER HEATER" DETAIL ON SHEET P1.2 PLUMBING WATER FILTER SYSTEM IS FURNISHED BY OWNER INSTALLED BY PLUMBING WATER & GAS CONTRACTOR. INSTALL ISOLATION VALVES ON THE INLET AND OUTLET OF FILTER I it TO ALLOW FILTER CHANGES. CONTRACTOR TO INSTALL EQUIPMENT PER PIPING PLAN MANUFACTURER'S INSTRUCTIONS. COORDINATE THE HEIGHT OF FILTERS WITH OWNER. SEE FOOD SERVICE DRAWINGS FOR MORE INFORMATION. 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CHECKED BY: TPM s � �``•.rR ,�-y/�E�t✓IY� a 13 p MIS dQ'c •,r w .40 r r r' © � '14, 0, .000.00 .0., �5 i , �� 00 ' ,✓� / _ - r . ,Cyd • �- r , .� - yam. ^�1 00 40 �pp r000� 1000'N� >0 -s� ` ' .sem'-' ' I I/'" r I,�''-y ! ^� •� ..� �. '�► �1�. -5. lop �`- t ! , '�.y ,�.�.'`r,y,`r w �,• / ,0, roil / y i t ''",DC7• w `+,� „'°r C'. - U d ., ..� f'r • ,► 1 1 .fit ` t I c .. ! .-'' 4 00 00 sem, w .' • tr00;— ��°` t 10 400 0-0 op 00 1 41, 00000000 o , - ~`�►.. �`�. $g yam, y "!- �, - .s- ! .� -.� .s'' /�� [00. yam. 24 t 60, OR >-� 00 4p 00 >0000' vp S. ' 100* �� ,�,y t 00 r 1 tJ ! �r •' i r! r r /' •<.41 "0000 a r/ 1 or N Ale loo Nb a. I j' }J� '`r r �, � "` ,,� ©:cam w�► ! 1 .,,_• � �4 � 106 t 15 •, w,r Issue Date* 3- w0 CL '�' .• �.�� 1-4,`�,, rw REVISION INFORMATION 2 �!CL , . 2 06-17-2013 ;1 -s°�, •• t 4%► °�►s,,o OWNER'S CHANGES ' t `�• 'w `�, �"�. `►,,� 3 07-01-2013 2�1�' �"'� OWNER'S CHANGES -30-2013 4 07 .00 000 w .✓:,-: ':' -'� / CGDE COMMENTS r 000 oil .0 5<000, lop 7 00.01 000 ' ' ! Restaurant : 0457 r v RED LOBSTER 457 -. g RENOVATION 10330 SOUTHWESTZ12� c � GREENBURG ROAD TIGARU, OR DOMESTIC WAFER RISER DIAGRAM P4NOT TO SCALE . PLUMBING ISOMETRICS . T00�o, I H) - (120 CALCULATION OF SANITARY & DOMESTIC WATER `1 RED LOBSTER 457 EQUIPMENT PLUMBING DATA WATER SUPPLY WASTE PIPING WSFU POINT OF CONNECTION SIZE SIZE �� `�� GAS N0. QTY. ITEM / DESCRIPTION HOT WATER WATER WATER O� �O� SIZE MBTU's DFU total total wsfu per fixture 1A 1 FREEZER COIL - R g�' y - 2A 2 COOLER COIL 1' • * - el) (326 •� - 5 1 FLOOR TROUGH 3° • 2 2 - 16A 1 BEER TOWER W/DRAINER �� 0.25 0.25 17C 1 SODA TOWER 1/2" 1' • * M6 250 // `�� - 17D 3 SODA GUNS 1" • - /� 6.0 1.5 18 4 HANDSINK W/ SIDE SPLASHES 1/2" 1/2" 1-1/2" • 1 4 add 2.1 gpm 21 1 DISHMACHINE WITH BOOSTER 3/4' (140) 2" • - RB � � \\� �/ � 22 1 SOILED DISHTABLE 2` • DEV I TA & UNIT I " _ ASSOCIATES 0� D� 2.0 2.0 22A 1 PRE-RINSE HOSE REEL 1/2 1/2 R� ��l 51 " , I � � -- - I N C 6�) P1 ( ' 23 3 MOBILE SILVER SOAK SINKS 2' • Y P 1� i-- DAI PROJECT: 11005-09 (120 5EE y "- 4.0 4.0 24 1 (3) COMPARTMENT SINK (2)1/2" (2)1/2" 2" ® * PO BOX 1596 CiREENVILLE, SC 25 1 9'-0" FLOOR TROUGH 3' • 2 2 r r? 26 1 8'-0' FLOOR TROUGH 3' • 2 2 DESIGNED BY: MAS ` \ ! 1 0.25 0.25 28B 1 DIPPERWELL (HOT WATER) 1/2" 1-1/2" • * - CHECKED BY: TPM 0- �s 0.5 0.5 28C 1 WATER FILLER 1-1 2" • * - F �Ry-� 1/2 / , (32 �C T - 28E 1 UNDER COUNTER REFRIGERATOR 1-1/2' • * - ' 10 8.0 4.0 30 2 PREP TABLE W/SINKS (2) 1/2' (2)1/2" (2) 2" - �.� M@N TION - 31 2 WATER FILTER (UNSOFTENED WATER) 1 /(2)1/2" - - y 3g AL) �N - 31A 1 WATER FILTER (SOFTENED WATER) 1" - - l - 31B 1 WATER FILTER (UNSOFTENED WATER) (2)1/2" c''J ✓ - 36 1 DOUBLE STACK CONVECTION OVEN (2)3/4' TOTALBTU 3.0 3.0 39A 1 MOP SINK 1/2" 1/2" 3" ® * - 0 12 M 2 3.0 3.0 39B 1 ECOLAB EQUIPMENT 1/2' 1/2" - - _ 6 44 1 DOUBLE STACK CONVEYOR OVEN ON STAND 3 100 MBTU -CD2 ��qtr GY (2) /4 TOTAL -� gGE1 - 45 1 CHARBROILER 1" 144 MBTU A 10 E OFF - 47 1 FRYER BATTERY W/ FOOT PRINT FILTER 1' 420 MBTU -CIO SI�U1 '- �,�� 000 1.5 1.5 57 1 PRE-WIRED CHEF'S COUNTER W/HANDSINK 1/2" 1/2' 1 1/2" • * - FRY ER 0.5 0.5 57A LOT FILLER FAUCETS (COLD WATER) (2)1/2" - - ,r �42o S rbc � 4 M@ (1.1)6 k ,,�5 - 64 1 MECHANICAL COLD PAN 3/42 * - �� Q -� �) p,11 E An E 2 T0� '' AIS �R 2.5 2.5 65 1 CONVEYOR OVEN SPRAY HOSE1.,0 000 1/2' ONV F �1 1�2 ATT• WITH 0. - 66 1 MECHANICAL COLD PAN 3/4 • - RA a� (Z40 q�k �; � 2 �I CK 5�5 " 4C OV�N C 4g 2 � R�0510� - 71 2 DROP-IN HOT WELL 3/4 •@ � 77 1 12' X 12" S/S FLOOR SINK 3"(14 ROI SU 2 2 @ 4 M lER 61 1 BEVERAGE COUNTER WITH HAND SINK1-1/2' FU @N) 1.0 1.0 1/2 1/2 • 1 1 r0la v �qS�@RE a �� 0.25 0.25 84 1 TEA MAKER 1/2" .� GENERAL NOTES. o (12C q� 2 0.25 0.25 85 1 COFFEE MAKER 1/2" _ _ O � M@ �A� 0 A. ALL PLUMBING LINES AND ELECTRICAL CONDUITS / WIRING SHALL BE �) ATEO - 86 1 4'-0" FLOOR TROUGH W/ GRATES 3" • 2 2 � INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINE (TRUSSES). OUR R " , o � 1 - 87 1 ICE BIN 2 • * _ C B. ROUTE GAS PIPING BEHIND COOKING EQUIPMENT C C. FLEXIBLE CONNECTIONS, PROVIDED BY RED LOBSTER, AT ALL GAS COOKING , 0.5 0.5 88 1 ICE MACHINE (2000 LB. CAPACITY) 1/2" EQUIPMENT. GENERAL CONTRACTOR TO MAKE FINAL CONNECTIONS AND 0.5 0.5 89 1 WATER PITCHER FILLER 1/2" 1-1/2" ® * _ LUN N PROVIDE AND INSTALL QUICK DISCONNECTS.. �• ,00 0 0.5 0.5 101 1 SERVICE BAR POURING STATION 1/2" 1/2" 1-1/2" a) D. GAS PIPING IN CEILING SPACE SHALL BE WELDED OR THREADED. �- * - [ r� E. THE TOTAL DEVELOPED LENGTH OF GAS PIPING IS 150 FEET. ,�`'�� - 102 2 ISLAND OASIS MACHINE 1-1/2" * _ CIO 103 2 DRAIN BOARD TOP W/DRY STORAGE CABINET 1' J 2.0 2.0 104 1 (4) COMPARTMENT SINK (2)1/2" (2)1/2" (4) 1-1/2' D GAS KEYED NOTES. " " 1.5 1.5 106 1 HANDSINK W/SOAP & TOWEL DISPENSER 1/2 1/2 1 • 107 1 CORNER DRAIN BOARD 1" v 1 INSTALL VERTICAL SEISMIC RESTRAINT. I - _ L M QINSTALL HORIZONTAL SEISMIC SUPPORT. 0 - 108 1 ICE BIN WITH COLD PLATE 1' p �N 109 1 SODA GUN HOLSTERS 1' WH 5 - 110 2 12' BOTTLE WELL Issue Date: 3-23-2012 .� NlIII �` 1 ® - 1 PLUMBING GAS PIPING ISOMETRIC 1.5 1.5 115 1 BLENDER SINK WITH SPLASH GUARDS 1/411 1 4" 1' * _ NOT TO SCALE kIS1' ) Q / / • REVISION INFORMATION I CL P4.2 NC) 5r - 119 1 SERVICE BAR DRAIN BOARD TOP ER TOP1.3 ,�Lily. .s " - ° REV. 1 -4/16/12 ARCHITECTURAL UPDATE O REF � 6/ 0� U 3,342 10.0 10.0 WC-1 1 WATER CLOSET (15 HGT.) 1 4 • 4 4 CIOD�AI E FR�lMC.0 SOAP 20.0 10.0 WC-2 2 HANDICAPPED WATER CLOSET 17" HGT. - 1" 4' R�0 S TES ( ) • 4 8 0 51 SER AT TED 5.0 5.0 UR-1 1 URINAL - 3/4" 2' 2 2 2 PUNTO DO " " CIOREG TO 8.0 2.0 LAV-1 4 LAVATORY 1/2 1/2 1-1/2 ® 1 4 FD-1 1 FLOOR DRAIN - MOP SINK - - 3' • 2 2 - FD-1 20 FLOOR DRAIN - EMERGENCY - - 3' • 0 0 - FD-2 1 FLOOR DRAIN - CONDINSATE - - 3" • 2 2 v� �, - FD-2 1 FLOOR DRAIN - EMERGENCY - - 3' ® 0 0 CL '1X'110' -- -- -- -- -- -- -- -- -- -- U�•1 to• ----D�t - FS-1A 2 FLOOR SINK - - 3' V 1`140' -- -- -- -- -- -- -- -- -- -- 1"140' • 2 6 I TMV-1 I 1 RCP_1 CIRCUIT - FS-10 8 FLOOR SINK - - 3" • 2 16 ` SETTER X"RETURN--t �X'REWRN -- X"110'R ----- --- X"11o'R--4---t - FS-2A 1 FLOOR SINK - - 3' ® 2 2 2 -X"14o'R---- --- ------- X°140'R-fit - FS-2B 9 FLOOR SINK - - 3' • 2 18 X`140'R -D-X*FCW62 - ---D^t 5.0 2.5 HB-1 2 WALL HYDRANT - 3/4" - _ _ _ p_ - 2 cw� - _ - _ � - �� _ - �'Fcwnt_ -- X,.`FCWA1 2.5 2.5 H8-2 1 UTILITY FAUCET 1/2' 1/2' _ _ 1`CW - - 1"CW - t'CW 1'CW 1"FCW-0� I I I Restaurant#: 0457 1X' 1X°SOFr-�--X:��'XwSOFT- X°soFr-�-- I I I I 1 2.5 2.5 HB-3 1 POST HYDRANT - 3/4" - _ _ - WSOFT - `SOFT - i I ROOF IS DRAINED BY SCUPPERS RED LOBSTER 457 • " LEGEND N.C. ,� r 92.5 WFU = 66 GPM * FIXTURE DRAINS 79 DFU @ Y per Ft. RENOVATION b BALL VALVE TO FLOOR SINK. - 2006 International + 2.1 GPM - 4 Line N � I I I � CHECK VALVE Plumbing code N.O. N.O. ( I I I I g D O i Appendix E Table 68.1 GPM 2006 International E- END CAP E103.3 2 Plumbing code 10330 4.6 r I T-1 ET-2 N.O. NORMALLY OPEN VALVE ( ) Table 709.1 & ��++ I � 710.1(1) SOUTHWEST N.C. NORMALLY CLOSED VALVE G RE E N B U RG ROAD 1 i i SEE DETAIL 6/P1.2 I HH FOR WATER � I tt n P31A P31B P316 P31TIGA ®� OR SERVICE DETAIL TO TEA TO ICE TO ICE SEE FLOOR SLAB BREW MAKER MAKER PLANS FLOOR DRAIN WATER BRINE WHI- WH2. PLUMBING SOFTENER TANK (EXISTING) (NEW) ISOMETRICS FLOW DIAGRAM K EYED NOTES: O1 SET AQUASTAT TO SHUT OFF PUMP AT 105' F. REFER TO ENLARGED PLAN 1/P2.3 FOR EQUIPMENT LOCATIONS. COORDINATE PUMP CONTROLS WITH ELECTRICAL O2 SET AQUASTAT TO SHUT OFF PUMP AT 135' F. COORDINATE PUMP CONTROLS WITH ELECTRICAL �2MECHANICAL ROOM FLOW DIAGRAM P4.2 NOT TO SCALE ■ I . � I � I I � I -.--------- _____ -_ -_ ___..__._________.... I I I I -r- .....�-- . I I -1-1 - I � .. I .� ____- ....I I I . - - .....I��..- . .. . I �.I -- . I � -- - - .1 I -- I..I I - . .1-- .... I � - . I .11 1. I� - - I- I.. ..I. �I .I I I . I ..I I I ..1.I I I -I .. - . I.-� __ - - -- I � I.1 - . I I . . I . I � i . I SECTION 1501 0 � SECTION 15020 CTI 1 MECHANICAL SPECIAL CONDITIONS MECHANICAL SPIL DITI MECHANICAL MATERIALS AND METHODS MECHANICAL MATERIALS AND METHODS PLUMBING FIXTURES AND EQUIPMENT I I � I I Part 1 General 2.04 SHOP DRAWINGS Part 1 General Part 1 General I i I i i !! ! �� 1.01 SPECIAL NOTICE A. Each contractor shall submit shop drawings whenever equipment proposed varies in physical size and 1.01 SPECIAL N0110E A. Air chambers shall be installed on hot water and each cold water pipe to each plumbing fixture or 1.01 SPECIAL NOTICE I i � I requires rearrangement of equipment space; where tight spaces require extreme coordination between behind each group of plumbing fixtures as shown. If one air chamber is installed on each hot and cold X The contractor shall read all relevant documents, become familiar with the job, scope of work, type of ductwork, piping, and other equipment; where called for elsewhere in these specifications; and where A. The contractor shall read all relevant documents, become familiar with the job, scope of work, type of water pipe to each plumbing fixture, it shall be the full size of the supply and 18 inches tall, properly A. Each contractor shall read all relevant documents, become familior witn tl,e jot, 3ccpcl cf work, type general construction, and the architectural, structural, mechanical and electrical drawings and specifications. specifically requested by the Owner's Representative. Shop drawings shall be mode at no additional charge. general construction, and the architectural, structural, mechanical and electrical drawings and specifications. capped; if one is furnished for each group it sholl be 2 inch pipe, 24 inches tall. At the contractor's of general construction, and the architectural, structural, mechanical ona etectricai'drowings and Each contractor shall also familiarize himself with the purpose for which these documents have been Each contractor shall also familiarize himself with the purpose for which these documents have been option, he may use factory fabricated chambers with volume at least equal to those herein specified for specifications. Each contractor shall also familiarize himself with the purpose for which these documents prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work B. All required shop drawings, except as hereinafter specified, shall be prepared at a scale of not less prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work each type installation. nd shall become cognizant of all the details involved. Each contractor shall with that of others. than 1/4 inch equals on one foot by the contractor. He shall submit prints as hereinbefore described with that of others. coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is under "Submittal Data". S. The term "contractor' used in this section of the specification sholl mean the contractor whose work is B. Approved Manufacturers: Nibco, Wolverine or other listed manufacturers of similar equipment. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. C. Shop drawings shall be prepored on the following items: ion. Part 3 Execubon C. When the term "Engineer' is used in this section of the specification, it shall mean the consulting 1. For installation of roof top units and duct systems where units furnished differ in physical size and C. When the term *Engineer" is used in this section of the specification, it shall mean the consulting 3.01 EXCAVATION AND BACKFILL C. When the term .Engineer" is used in this section of the specification, it shall mean the consulting mechanical engineer. arrangement from those scheduled and shown. mechanical engineer. A. All necessary excavation and backfill for the installation of the mechanical work shall be accomplished mechanical enqineer. 2. In other locations, as directed by the Owner's Representative. Part 2 Products (NO SUBSTTRYTIONS ALLOWED) by each contractor under his phase of the work. Alf such work shall be included regardless of the type of Part 2 Products i materials encountered in the excavation. All excavation on this project shall be performed in accordance � ! with applicable sections of Division 2 of the specifications or this article of the specifications, whichever is � A. This section of the work shall compriise the furnishing of all materials, equipment, tools, tabor and 2.05 EQUIPMENT IDEN71CATION 2.01 PIPE HANGERS ANDSUPPORTS 2.01 PLUMBING FIXTURES (NO SUBSTMITIONS ALLOWED) transportation necessary for the complete installation of the plumbing systems shown and hereinafter the most stringent. I * A. All major equipment such as water heaters, etc. shall be identified by the attachment of nameplates A. All horizontal runs of piping shall be suspended from the structural members above by means of A. All fixtures as hereinafter specified shall be furnished complete with all working trim at each location - . specified, Work is to be complete in every respect whether specifically mentioned in contract documents or - --- i not. This work and materials includes, but is not limited to, the following items: constructed from laminated phenolic engraved plastic, 3 ply, with block surface and white interior core, at a d as specified. Supports and hangers shall be installed to permit free expansion underground piping shall be excavated to the required depths. The bottoms of the ond as indicated by symbol and abbreviation on the drawings. Fixtures shall be standard products of � least 1/16 inch thick. Engraved lettering shall be condensed gothic, at least 1/4 inch high and properly and contraction, the piping shall be self-supporting and shall not be supported from the equipment a to secure maximum fall. Bell holes shall be excavated to specified manufacturers as specified on Plumbing drawings. 1. Plumbing work including, but not limited to, complete systems of storm, soil, waste and vent piping, sy and legible reading. Plates shall be attached to equipment by the use of a permanent connections or the suspension system furnished for suspended ceilings. assure the pipes resting for its entire length on solid ground, Should rock be encountered, it shall be - domestic water service and distribution, natural gas service and distribution, plumbing fixtures, floor and dhesive or chromium plated screws. Embossed plastic tape is not acceptable. excavated to a depth of 6 inches below the bottom of the pipe and rock surface shall be filled with B. Each unit shall be fumished with first line chromium plated all brass trim, unless specifically mentioned OFJV i B. All hangers shall be properly sized to fit the pipe or the insulation 'around the pipe which they are to the contrary and shall be furnished with chromium plated wheel handle stops and flexible risers, except' i roof drains, water heaters and roughing in and final connections of equipment furnished by the owner, sand and thoroughly tamped. Pipe laid in trenches dug in fill shall be supported down to load bearing : � General Contractor or under other sections of the work. supporting, All hangers shall bear the name of the manufacturer by whom they are made. Pipe hangers undisturbed soil. After the pipes have been tested, inspected and approved by the local inspecring � that flush valves and service sink fittings hove built-in screw driver stops. "P* traps on sinks, lavatories D E V I T A & i 1.03 FEES AND PERMITS shall be formed steel clevis type hanger with adjustable attachment to hanger rod. Hangers shall be authorities and the Owner's Representative, the trenches shall be backfilled with clean dirt as follows: and similar fixtures shall be not less than 17 gauge brass tubing, chromium plated with screw type ASSOCIATES A. Each contractor sholl accumulate, during the job progress, the following data in duplicate, prepared in properly sized to support weight of piping under operofing conditions as recommended in the . 1. Backfill shall be installed in layers 12 inches deep, adequately tamped and wet down and flush before cleanouts. Connection between wheel handle stops and piping systems shall be chromium plated bross i ket folder, and turn over to the Owner's Representative: manufacturer"s published literature. For un-insulated copper or brass piping, use hangers as specified threaded nipple. I N C ! A. The contractor shall obtain all permits, inspections and approvals applicable to his trade and required earth is laid in place. This process shall he continued until the trenches are filled. No � above except that they shall be copper plated or plastic sheathed wherever they will be in contact with � i by regulatory autho6ties. All fees and costs of any nature whatsoever incidental to these permits, roots, rocks or foreign material of any description shall be used for backfill. Excess materials and debris ; 1. All warranties, guarantees and manufacturer's directions on equipment and materials covered by the the copper pipe. C. All fixtures shall be installed so as to meet the requirements of the drowings, specifications and local DAI PROJECT: 11005-09 � I inspections and opprovals shall be paid by the contractor as part of his Base Contract, Contract including operating instructions and recommended maintenance and seasonal changeover . shall be removed from the site. Any special backfill material shall be provided as hereinafter specified and plumbing codes. Flush valve fixtures and valves are selected for low flow water-saver operation. PO Box 1596 GREEN\ALLE, SC procedures. C. Ha aned to the construction by the use of malleable iron adjustable clamps, properly as shown on the drawings. 1.04 RESPONSIBILITY OF THE CONTRACTOR designed and sized for steel encountered and be installed with lock nuts or bolts securely tightened. D. Where handicapped fixtures are designated on architectural drawings, they shall be furnished and 2. Copies of approved shop drawings. Hangers, rollers, inserts, and beom clamps shall be standard products of the some recognized 2. All excavating and backfilling shall be done in a manner so as not to disturb structure and any installed to comply with applicable ANSI and ADA Standards. Lavatory traps and exposed piping shall be 1 A. The contractor shall be responsible for all work of every description in connecfton with his contract, He manufacturer. shoring required shall be furnished. properly insulated. - i shall specifically and distinctly assume, and does so assume, all risk for damage or injury from whatever DESIGNED BY' MAS and of all damage or 3. Any and all other data and/or drawings required during constructions. . cause to property or person used or employed on or in connection with this work D. Miscellaneous steel necessary for supporting the pipe work. Necessary trapeze, rods, bolts and 3.02 SCAFFOLDING, RIGGING AND HOISTING E. Water closets shall be low water use, vitreous china, siphon jet action, elongated floor mounted bowl CHECKED BY. TPM injury to any persons or property wherever located, resulting 'from any ac6on or operation under the accessories, clamps, weld clips, angle iron brackets or other approved means shall be used for attaching with 1-1/2 inch top spud. Closet shall be furnished complete with diaphragm action flush valve and solid I -A i Part 3 Execution . � contract or in connection with the work, and undertake the promise to defend the General Contractor supporting steel to the building construction. Where additional steel members are required for hanging the A. The contractor shall furnish all scaffolding as required for the installation of his work. He shall either plastic, open front, self-sustaining seat with check hinge. Fixture shall be as scheduled in the Plumbing � against all claims resulting from any such damage or injury. arrange with the contractor for servicing in connection with any rigging and hoisting required or provide 1 3.01 EXAMINATION OF PREMISES lines in areas with special conditions, the steelwork shall be provided as part of the general contract, his own equipment to hoist apparatus to be installed by him into place. Each contractor shall see that F-ixture Schedule on sheet P1.1. Floor mounted water closets for the handicapped shall be similar to .. - B. The contractor will be held responsible for the execution of a satisfactory and complete piece of work, E. Each fitting and length of storm and sanitary system pipe shall be separately supported by instolling any equipment too large to permit passable through normal doorways and access ways is brought to the above except 17 inch high. �0 I : A. Before submitting proposals for his work, each bidder shall be held to have examined the premises and % eN_ in cocor4once with the true intent of the drawings and specifications and oll bulletins and addendo which satisfied himself as to the existing conditions under which he will be obliged to operate, or that will in the pipe hanger immediately adjacent to the joint between pipe and fitting. Generally, hangers shall be job not delivered in this manner shall be disassembled and reassembled in the proper location. Equipment F. Lavatories shall be as specified in the Plumbing Fixture Schedule on Sheet P1.1 with p-trap. similar to %..A -37 � may be issued during the time of bidding. He shall provide, without extra charge, all incidental items specified to be factory assembled and tested prior to shipment shall not be disassembled for installation � any manner affect the work under this Contract. No allowance shall be made subsequently in this on 5-foot centers, but may be increased as recommended by pipe manufacturers. Vertical piping shall be McGuire 8902, stops & supplies similar to McGuire #167. 427'E � required as part of his work, even though not particularly specified or indicated, and if he has good similarly supported to minimize horizontal movement. . i into the building. : reason for objecting to the use of any material, appliance or method of construction as shown or connection in behalf of the contractor for any error or negligence on his part. G. Urinals shall be low water use, vitreous china wall hung siphon jet action urinal with 1-1/4 inch top OREGON specified, he shall make report of such objections to the Owner's Representofive, and obtain proper 3.02 SPACE AND EQUIPMENT ARRANGEMENT F. On steel, plastic and copper piping, there shall be a hanger within two feet of each elbow or tee. 3.03 JOINING OF PIPING SYSTEMS inlet spud, flushing rim, threaded outlet and open trap way with visible water surface. Fixture shall be t-e *1. � adjustment before the Contract is made, and shall proceed with the work, only with the understanding Additional supports shall be provided for valves, strainers, and other equipment in the pipeline. ,>� ��v 1 3 �)\ ,��--,- i that a satisfactory job is required. A. Cost iron piping systems shall be joined with performed neoprene joints or no-hub connectors at furnished complete with diaphragm action flush valve. Fixture sholl be as scheduled in the Plumbing XY, , '�" ; �j4t � Q ; A. Each contractor shall be responsible to see that equipment proposed by him will fit the spaces Fixture Schedule on sheet P1.1. il� � 2.02 SLEEVES contractor's option, as allowed by code. Piping shall be carefully handled after joint is made to insure I SPM . 1.05 DRAWINGS AND SPECIFICATIONS available. In certain instances he will note that the equipment is mentioned by name in the equipment that jointing and material are not damaged. 7 . - � schedules. In these cases it is the equipment whose dimensions and connecUon arrangements have been . H. Mop sink shall be custom built by G.C. Mop sink faucet shall be a wall mounted mixing faucet with i used for the preparation of the layouts shown on the working drawings. Should the use of equipment by A. Each and every pipe, regardless of material, which posses through a masonry wall, roof or other . . integral vacuum breaker, stops in shanks, hose and spout, 5 feet of hose and bracket. Fittings shall be 1EXPIRES: 12/31 f2012] � C� A. The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in the portion of the building structure shall be free from the structure and shall pass through a sleeve. S. Copper piping systems shall be joined with solder joints. For solder type joints, the tubing shall be cut 0 Architectural sections of the specifications. other approved manufacturers or of other physical shape than those shown on the drawings be proposed, a d all burrs removed with a reamer and when necessary, tubing shall be rounded as scheduled in the Plumbing Fixture Schedule on sheet P1.1. Z sibility of the contractor making the proposal to submit for approval shop drawings . � cc showing the arrangement of the proposed equipment in the space available. Approval of substitution B. All sleeves shall be constructed from 20 gauge galvanized steel or approved substitute and shall be out with a sizing tool. All surfaces shall be properly cleaned by polishing both cup of fitting and the tube 2.02 DOMESTIC WATER HEATERS . I I M B. Should the drawings disagree in themselves, or with the specifications, the better quality or greater offered without these shop drawings does not relieve the contractor of the responsibility of orranging the flush on both sides of the surface penetrated. The sleeves shall be sized to allow free passage of the end with steel wool or fine sand cloth. After cleaning, flux shall be applied evenly to male end of tubing ; 0 quantk of work or materials sho)l be estimated upon, and unless otherwise ordered by the Architect in pipe to be inserted and when this pipe is to be insulated, the sleeve shall be large enough to pass the and shall be inserted into the fitting, revolving the fitting once or twice on the tubing end to spread the �i 0 writing, shall be performed or furnished. In case the specifications should not fully agree with the equipment in a satisfactory workable installation in the space shown on the drawings. insulation. After the pipes have been installed in the sleeves, the void space around the pipe shall be flux evenly. After inserting tubing in cup of fitting, apply flame to outside of cup only. Do not apply A. Domestic water heaters shall be AGA and A.S.M.E. approved gloss lined, steel tank, gas fired units as I C . schedules, the latter shall govern. Figures given on drawings govern scale measurements and large-scale caulked with suitable non-hardening caulking compound or fireproof fiber. solder until after the fitting and pipe have reached proper heat. After connection is made, remove excess scheduled. Units shall be complete with foam insulation, protective sheet metal jacket with baked enamel 4-1 l-scale drawings.. 3.03 MANUFACTURER'S DIR solder with brush and wipe clean. Solder shall be as recommended by the manufacturer for the pressures finish, submerged Helical heat exchanger, down-fired pre-mix burner for use with natural gas, adjustable = thermostat control,, automatic main gas valve, manual main gas valve, pressure regulator, and magnesium � 0 2.03 FLOOR AND CEILJNG PLATES ', involved, but shall generally be 95 - 5 lead-free hard solder. onode. Units shall be interconnected as shown with factory fabricated water piping manifolds by the some I A. The manufacturer's published directions shall be followed in the delivery, storage, protection, installation, i 12 C. The "Scope of Work" as hereinbefore stated, is intended to designate the general description of the manufacturer as the heater, designed to provide equal flow through oil heaters without the use of = piping and wiring of all equipment and material. The contractor shall promptly notify the Owner's - C. Threaded and coupled piping systems shall be joined with properly lubricated screwed joints. Pipe shall .§ work which shall be performed by each of the major contractors. It is not intended to include all items A- In each finished space, install a chromium plated sectional escutcheon on each pipe or hanger rod balancing fittings. Heater tank shall be fabricated so that the water will not come in contact with any . of work, either generally or specifically, nor is it intended to limit the scope of work where plans, Representative in writing of cry conflict between the requirements of the Contract Documents and the penetrating a wall, floor or ceiling. Escutcheons shall be sized to fit snugly to all lines and where the be cut smooth and square and all burrs shall be removed with a reamer. Tapered threads sholl be I C . ferrous metals. Tank shall have a minimum guarantee of 100% replacement for the first two years. Water �gq � 0 schedules, notes or standard pracfice requires the inclusion of other specific items. manufacturer's directions, and shall obtain instructions before proceeding with the work. Should the lines are insulated, the escutcheons shall be fit snugly over the insulation. Where required, these plates properly cut on the male end of the pipe and shall be a sufficient number so that when the pipe is l listed, and meet ASHRAE standard 90.1-1999 for energy efficiency and SCAQMD rule i 0 contractor perform any work before receiving such instructions, he shall bear all costs arising in shall be provided with setscrews so that they shall fit snugly against the finished surface. pulled up tight in the coupling, at least three full threads remain exposed. Joints shall be made tight with .0 D. When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, the connection with the deficiencies. a plied to the pipe threads only and not the fittings. No pipe thread caulking compound 1146.2 for Low-NOX emmissions. E contractors shall physically arrange the systems to fit in the space available at the elevations intended shall be used. Chromium plated piping shall be made tight using a strap wrench. Completed chromium Q � (D B. Approved Manufacturers: A. 0. Smith, as specified on Plumbing Fixture Schedule. @9 a with the proper grades for the functioning of the systems involved. Piping, exposed conduit and the duct 3.04 CUTTING AND PATCHING I plated piping shall not shown any wrench marks on piping or fittings. All piping so marred shall be i . . M � C systems shall be coordinated with the building construction, and located as high as possible against the A. Valves and cocks shall be furnished and instolled in all branches serving more than one piece of removed and replaced before acceptance of the job. On galvanized piping systems after the piping has I I structure in a neat and workmanlike manner. Work shall be concealed in all finished areas unless A. Each contractor shall notify the General Contractor sufficiently ahead of the construction of any floors, equipment such as pumps, tanks, coils, etc., for shut-off of branch mains, eliminating the necessity of been fully assembled and tested, all exposed threads shall be pointed with a heavy coat of red lead or 2.03 HOT WATER EXPANSION TANK E�74 9--= I :8 Q � I- otherwise noted. walls, ceilings, roofs, etc, of the openings that will be required for his work. He shall also see that any interrupbrig service to an entire system for maintenance purposes and where indicated. Valves shall be other rust inhibitor point. A. Domestic hot water thermal expansion tank shall be a plastic lined steel diaphragm type unit properly � ! 3: I and oil sleeves that are required for his work are set at proper times so as not to hold up the progress installed With the best of workmanship and appearance and grouping so that oil parts are easily sized and arranged to absorb expansion pressure from domestic water heater. Unit shall be installed on �0 tF� =) 1.06 FINAL INSPECTIONS . of the job. Any cutting and patching required to be done because of lock of proper coordination shell be accessible. Manufacturer's figure numbers are specified to indicate type and quality and construction and D. Welded piping systems shall be made by the electric arc welding method in accordance with the \�� 0 done by the General Contractor at the expense of the contractors involved. products of approved manufacturers mo be substituted for those specified numbers shown. Valves for standards of'the American Welding Society. Piping shall be cut smooth and square and all burrs removed the cold water make-up line and sized in accordance with manufacturer's instructions. Unit shall not allow =A � X_- . y 4.4 water to come in contact with steel shell. � - I A- The purpose of the final inspection is to determine whether the contractor has completed the work in similar service shall be of the some manufacturer. Pressure rating specified for valves are steam working with a reamer before welding is begun. Welding electrodes shall be of the material compatible with the 99 �tI I 4-a a proper and workmanlike manner, that he has apporent;y installed the work in accordance with the intent B. Do not request the General Contractor to cut any structural members without first having received pressure regardless of the services for which used except where noted as WWP. (No gate valves are to piping materials used and shall be coated and of the diameter as recommended by the manufacturer for > - 0 of the drawings and specifications and that, in the Owner's Representative's opinion, the work is written permission from the Owner's Representative. Cutting of round openings which can be done by the the type and thickness of work being done. Welding fittings in the form of tees, crosses, ells, cops, 2.04 HOT WATER CIRCULATOR � C= i W be installed.) 4 .E . - 1-11 � sat1sfactory for acceptance. . use of a rotary drill may be done by the contractor requiring some. . reducers, etc., shall be used on all piping except that shaped nipples for both 45! and 97 may be used A. Domestic hot water circulator shall be factory assembled inline type motor pumping units of the size, 0 � CL B. Sizes: to top mains when the pipe size topping the main is 1/2 or less than 1/2 the pipe size of the main. . I L_ B. It shall be the duty of each contractor to personally make the special inspection trip as a whole, 3.05 ELECTRICAL ENERGY, WATER AND SANITARY FACILITIES Weld-o-lets or thread-o-lets may be used on all piping systems where tapping pipe is 2-1/2 inches current characteristics and capacity as scheduled. Pumps shall be suitable for pumping water at I � (D temperatures and pressures indicated, and shall be factory tested at 1-1/2 times the sum of the pump eR .r- assuring himself that the work on the project is ready for final inspection. and smaller and the pipe to be topped is 3 inches in size and larger. Chill or back up rings will not be ... 6.4 2-1/2* and Smaller suction pressure and the pump shut-off pressure. 4' I C) 0 A- Electrical energy, water and sanitary facilities required for the construction of this project shall be permitted. All welds shall be carefully chipped and thoroughly brushed clean after each poss. Electric a ��= � , Ball NEBCO #S-585 for sweat solder or It M � >. provided as herein before specified under the Architectural sections of the work except as-follows. All , a: C. Before making the final inspection, the Owner's Representative must have received the following current for welding shall be provided by the contractor's portable generator as hereinbefore specified, ii co documents or evidence that they will be available at the time of inspection: electrical energy required for welding shall be provided by the contractor doing the welding in the form of Valve NEBCO #T-585 for threaded B. Pump, casing and impeller shall be bronze with stainless steel pump shaft, bronze bearings and � a portable.gasoline power generators as allowed by local codes 'and regulations. E, All mechanical, no-hub and V-rinq type sockets shall be installed in full accordance with mechanical seal. The pump shall be flexibly coupled and directly mounted on a constant speed electric &'D � 0 1. Certificates of acceptance from local inspecting authorities. I Globe 300# Crone Co. #7 harge connection shall be flanged type with companion flanges furnished with M : 0 manufacturer's published directions, whose instructions shall be submitted to the Engineer for approval of � cc 3.06 ELECTRIC WIRING OF MOTORS AND EQUIPMENT Valves BB, Union Bonnet this data but will not absolve the contractor from any guarantee and required tests. female threaded connections. Bolts and gaskets shall be fumished with pump. rq_,� � = I 2 2. The letter of compliance from the Mechar�tcol and Electrical Contractors. A. The Electrical Contractor shall furnish and install all wiring for the installation of equipment furnished Check 125# Crane Co. #34 ntrolled from an adjustable thermostat with a strap-on type sensing element provided �1 'a s of the work. The Electrical Contractor shall furnish off disconnect switches as required Volves 88, Screwed F. Grooved type coupling system shall be installed in full accordance with the coupling manufacturees by this contractor, which will cycle the pump to maintain a predetermined return line water temperature. � a 3. All data called for in the 'Records for Owner" article of this section of the specifications, i M . published instructions. Pipe shall be properly and squarely cut and reamed as hereinbefore specified for The thermostat shall be located as directed or where shown. i for the proper operation of the equipment unless such equipment is specified to be factory mounted. Boll Nibco screwed piping before the groove is cut with a proper grooving machine. Couplings shall be fabricated with i d 1.07 UTILI*nES . � � �_ .. B. Each contractor shall note that the electrical design and drawings are based on the equipment Valves 585-70 a housing mode in two or more parts of malleable iron casVings in accordance with Federal Specifications (NO SUBSTITUTIONS ALLOWED) � C:�� J A. The location, size and elevation of sanitary and storm sewer mains, the location, size and pressure of scheduled and shown on the drawings, should any contractor submit for approval equipment requiring . 2Q-1-66c, Grade 11, Couplings and gaskets shall be molded synthetic rubber in accordance with ASTM � (n D-735-61, Grade R715EZ. Coupling bolt shall be oval neck, track head type with hexagonal heavy nut per . i . 4-P water and -gas mains, and points of service entrance are shown in accordance with data given this office changes to the electrical design for which the Electrical Contractor will request and extra, this extra shall C. Gas Cocks: . A. All drains and cleonouts shall be provided and installed as required and as shown. Drains shall have 0 be paid by the contractor providing the equipment requiring the change. ASTM-A-183-60. All pipe fittings used with grooved type couplings shall be fabricated of malleable iron cost iron bodies with screwed or caulked connections of the sizes and types shown and specified. Provide I . . casting in accordance with the Federal Specification QQ-1-666CM, Grade 11, and the some weight as the � . � I'D by vorious departments of cities, utility companies, and representative of the Owner and/or Landlord. The 1/4 inch to I inch inclusive, Crane Co. #289 deep seal cost iron "P" traps on all floor drains connected to the sanitary sewer. � .$__ points of connection to the utility lines are approximate only and shall be verified by the contractor piping connected. For assembling the couplings, the pipe ends and outside of the gaskets shall be coated . i� 2 bidding each portion of the work. Each bidder shall include adequate funds in his bid price to cover oil 3.07 QUIET OPERATION 1-1/4 inch to 2 inches inclusive, Crone Co. '#272 ! lightly with cup grease or graphite paste. All pipe grooving shall be in accordance with the manufacturer"s � < costs of connections to utility lines regardless of exact location and shall hold the Owner harmless as to 2-1/2 inches to 4 inches inclusive, Crane Co. #324 . B. Manufacturer's figure numbers are specified to indicate type, quality and construction, � M additional costs or extras regarding the utility connections. . installed in such a manner that under all conditions of load it shall operate without specification contained in their lat . I ; � 0- - � � . i sound or Vibration which is objectionable in the occupied spaces .in the opinion of the Owner's D. Hose Bibbs: (with vacuum breaker) C. Floor drains (FD-1) shall be cost iron body with bottom connection and )�" trap primer connnection, i 0 G. Plastic piping systems, PVC, polyethylene, ABS, or polypro lene shall be joint et I Py . � %*..- Representative. In the case of moving machinery, sound or vibration annoyingly noticeable inside its own nickel bronze stainer, hinged, with vandal-proof screws. . . - i 0 1.08 GUARANTEE room can be considered as objectionable. . Hose Bibbs -See Plumbing Plans for type and, specification. . type plastic fittings of the same material with either solv a eat of fusion type joints. All I . Issue Date: 3-23*2012 >% I . piping shot) be cut smooth and square, all burrs removed, and all surfaces proper�y cleaned. Solvent V_ A- All materials, equipment and workmanship shall be guaranteed for a period of one year from the date I E. Tempering valves shall be Leonard Model 1 1 O-AF Series. cement shall be of the type recommended by the pipe manufacturer and all procedures shall be in D.. noor drains (FD-2) shall be cost iron funnel drain, with bottom connection and bottom dome strainer. 0) CL of acceptance of this. project, except that where specific equipment is noted to have extended guarantees, accordance with manufacturer's published direcfions. REVISION INFORMATION � 2 the contractor shall be responsible for the proper registration of these guarantees so that the Owner can F. Approved Manufacturers: Crone Co., Hammond, Jenkiins, Keystone, Lawler, Lukenheirner, Nibco, Norris, E. Floor/Area drain (FD-3) shall be cost iron body with bottom connection, hinged nickel-bronze solid CL make all proper claims should future needs develop. All work found to be defective shall be repaired or Speakman, Stockhom, Symmons, Walworth, and Watts. cover, sediment bucket. a) replaced by the contractor without an charge to the Owner, 3.04 VIBRATION ISOLATION I � X_" y - � _+� � a) 2.05 PRESSURE REDUCING VALVE A. Transmission of vibration or structural bom noise to occupied areas of equipment installed under this F. Floor sinks (FS-1) shall be a square cost iron floor sink with aluminum dome bottom strainer. 12* $_ Part 2 Products square x 8' deep with full rim one-half grate. I CU . A. A pressure-reducing valve shall be installed in the water service pipe near its entrance to the building contractor Will not be permitted. Contractor shall furnish for approval, data showing disturbing frequency, i co : 0) 2.01 MATERIALS . I to reduce the water pressure to 75 psi when the City water pressure exceeds 80 psi. The supported weight, static deflection, efficiency and calculations supporting some for each isolator he G. Floor sinks (FS-2) shall be a square cost iron floor sink with aluminum dome bottom strainer. 8' - C: pressure-reducing valve shall comply fully with all applicable requirements of A.S.S.E. Standard No. 1003-2 proposes to use. Equipment shall be manufactured by Amber Booth, Korfund, Mason Industries, Vibration square x 6" deep and full rim one-half grate. � i; . Eliminator, Vibration Mountings, or Consolidated Kinetics Corporation. � A. Materials utilized in the construction of this building shall be new, and of the quality indicated and, and be similar to Watts 2235. i I E i unless otherwise noted, be manufactured in the United States of America. Manufacturers' names are H. Roof drain/Overflow Roof Drain (RD-1/ORD-1) shall be a cast iron body (one for roof drain and one -- i n � B. All isolators shall be selected and certified, using published date, to limit vibration transmission to 10% i 0 mentioned herein. Products by the named manufacturers have proved to be satisfactory under similar 2.06 REDUCED PRESSURE BACKFLOW PREVENTORS for equipment located on floors in direct contact with grade and 5% for equipment located other than the for overflow roof drain), double top set deck plate, low silhouette cost iron domes, and water dam around 0 conditions of service. . overflow roof drain. : a) above. Should any noise or vibrations be objectionable as determined by the Owner's Representative, filed ; A. Reduced pressure backflow preventors shall be installed when required by code and shall consist of a i X: pressure differential relief valve located in a zone between two positive seating check valves. The assembly instrumentafion tests and measurements shall be made by the isolator manufacturer or his representative . - �_ 8. Where a manufacturer's name appears in the specifications, it is not to be construed to mean that 1. Floor cleonouts shall be cast iron floor cleanouts with scoriated cut-off section, bronze internal plug .. to determine the source and cause of such disturbance. Any noncompliance with these specifications shall -0-0 equipment by the named manufacturer does not have to fully meet the requirements detailed in the shall include two tightly closing shut-off valves before and after the device and test cocks. The device = shall be similar to Watts 909. be corrected by the contractor in a manner satisfactory to the Owner's Representative at no additional and nickel chrome scoriated coverplate secured to plug by countersunk screw, similar to Josom Series .0) specifications. All similar equipment provided for the project by any one contractor shall be of the some 56000, Where floor cleanouts occur in tile floors they shall have square covers. L_ cost, >. manufacturer whether furnished under the original contractor or under a change order, unless specifically CL specified to the contrary. 2.07 DOUBLE CHECK VALVES J. Wall cleanouts (masonry wall) shall be cost iron coulkiing ferrule bronze plug and stainless round access : 0 0 C, No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager. A. Double check valves, when required by code, shall be a complete assembly including tight closing coverplate secured to plug by countersunk screw similar to Josom 58710. . 2.02 CODES AND STANDARDS . shut-off valves and test cocks. Assembly shall be similar to Watts 709. K. Wall cleanouts (except as specified above) shall be cost iron caulking ferrule with bronze plug and U 2.08 DISHWASHER REGULATOR nikoloy coverplate and frame, similar to Josam 58700. � I ID A. All materials and workmanship shall comply with all applicable local, county, state and national codes, 5: A. Dishwasher regulator shail be installed as shown on plans with size as noted. Regulator shall be bronze 2.06 HYDRANTS 3 specifications, ordinances, utility company regulations and specified industry standards. I r bodied, renewable stainless steel seat, strainer and TEF nylon reinforced diaphragm set at 20 lbs. 5: Dishwasher regulator shall be similar to Watts U5LP. A. Non-Freeze (if required) Post Hydrants shall be bronze, tee handle key, bronze casing with cost-iron I M E3. In case of a difference between building codes, specifications, state laws, local ordinances, industry . V . casing guard, length to suit depth of bury, drain hole, vacuum breaker, 3/4" inlet, hose outlet. 4 standards, utility company regulations and the Contract Documents, the most stringent shall govern. The n contractor shall promptly notify the Owner's Representative in writing of any such differences. Should the 2.09 VACUUM BREAKERS Restaurant#: 0457 6 B. Wolf hydrants shall be cost bronze, non-freeze wall hydrant with extended 3/4 inch garden hose 14 contractor perform any work that does not comply with the requirements of the applicable building codes, 4 A. Vacuum breakers, size as required, shall be installed as required by applicable codes and ordinances. connection with vacuum breaker and loose key handle with brass wall sleeves, renewable nylon seat, brass I D stote laws, local ordinances, industry standards, u0ity company regulations, he shall bear all costs oriising . 14 . Vacuum breakers shall be similar to Watts 28&k a a polished chromium plated rectangular face plate. Hydrants shall be designed so :Z in correcting these deficiencies. %4 that there are no ferrous materials in the water stream. Hydrants shall be furnished with ground joint, ;� I 2.10 TRAP PRIMERS . union elbow adaptor on inlet when required, and shall have an overall length to permit installation within RED LOBSTER 457 � C. In addition to the local, county, and state ordinances, the utility company regulaVions, the following the wall construction or furring as shown on the drawings. Fumish one brass tee handle operating key �� industry standards and codes shall apply as applicable, except that where the requirements of this RENOVATION 0 A. Trap primers shall be installed where shown on plans or otherwise required by applicable codes and with each hydrant. 1 .4 specification are more stringent than the following standards, they shall take prece4ence: ordinances. Trap primers shall be similar to Precision Products P2-500, with vacuum breaker. C, - W C. Approved Manufacturers: Josam Mfg,, Jay R. Smith Mfg., Woodford Mfg. and Zurn Industries. M AGA - American Gas Association r_ AIEE - American Institute of Elect6cal Engineers 2.11 COMBINAMON TEMPERATURE AND PRESSURE RELIEF VALVES � 2.07 WATER SOFTENER 10330 M AMCA - Air MoVing and Conditioning Association �_ n ASA - American Standard Association A. Combination temperature and pressure relief valves for installation on domestic water heaters shall be Ir �, :r. ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers constructed and rated in accordance with ASME standards. Valves shall have cast iron bodes, shall be of A. Where a water softening system is required it will be proVided by Owner and installed by this I :) the diaphragm type, constructed with stainless steel spring. All units shall be field adjustable set to contractor. '. 2 Amrian ty of Mechanical Engineers relieve above the operating pressure of the system, but not higher than design pressure of the tank. GREENBURG ROAD M ASTM - American Society of Testing Materials I Cn I Relief connections shall be piped to the nearest floor drain. Part 3 Execution = AWWA - Ame6con Water Works Association i IES - Illuminating Engineering Society S. Approved Monufacturers: Bell & Gossett, McDonnell-Miller, Spence, Taco, Thrush, and Watts. 3.01 INSTAUA11ON -OF EQUIPMENT f NEC - Naonal Electfical Code n NEMA -National Bectricat Manufacturers Association I d NFPA - Notional Fire Protection Association 2.12 DIELECTRIC ISOLATORS A. All plumbing equipment shall be set in place, leveled and connected as indicated on the drawings. All 5� equipment shall be properly protected from damage during storage and constructiion and shall be TIGARD, OR = SMACNA - Sheet Metal and Air Conditioning Contractor Notional Association . I = A. Wherever non-ferrous piping systems are connected to steel or iron piping systems, this connection thoroughly cleaned and factory applied point touched up where scratched or otherwise damaged, prior to "I LIL - Underwriters' Laboratories shall be made with dielectric isolators. These dielectric isolators shall be so designed that no non-ferrous final acceptance. 11 _____j � g 2.03 SUBMITTAL DATA piping mote6ols come in contact with ferrous materials. These materials shall be isolated by the use of 2 Teflon or nylon isolating materials made up in the form of screwed type unions or insulating gaskets and B. Installation procedures shall be in strict accordance with manufacturer"s published instructions and the ibolt sleeves and washers for standard flanged connection. Where it will not be necessary to disconnect contract documents as hereinbefore specified. Contractor shall furnish all required valves, unions, supports, ri, A. The submittal data shall be handled as hereinbefore specified in the "General Conditions" section of . these piping systems, the connections may be made by the use of nylon or Teflon bushings. M of these and other required miscellaneous devices. PLUMBING U� these specifications as specified for 'Shop Drawings". insulating units shall be selected for pressures to be encountered. 0 "q SPECIFICATIONS "A END OF SECTION w_� B.' Before submittal of all data, the contractor shall check each piece of apparatus, equipment and C: B. Approved Manufacturers: Crone Co., Epco, F.M. Maloney, and Universal Manufacturing Company. 0 accesso t � Q ry to insure compliance with requirements of the plans and specifications and shall clenrly mark : 'a each submittol with his signature to indicate that they are in full compliance. Any submittals received ; 2.13 UNIONS I , 0 : -1 without the contractor's signature may be returned without being checked. it shall be the contractor's I : M : .0 responsibility to point out all deviations between the plans and specifications and the materials submitted. A. Unions shall be installed on each side of each piece of equipment and each automatic control valve in I . i ,2 ; � ? locations what will permit easy removal of equipment or valve for service. Unions shall not be located in - - C. Each set of data from any one manufacturer shall be bound in an individual folder properly indexed concealed spaces. Unions for copper piping systems shall be similar to Walworth Figure No. 3677 ond 9 and marked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. unions for steel piping shall be similar to Wclworth Figure No. 7718 malleable iron union with bronze to V-4 Data submitted shall show proposed equipment only and shall not be catalogues showing a manufacturer's iron seat. 0 . complete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted. N . Sufficient data shall be included to prove compliance with the specifications as for as use, capacity, I I � - efficiencies, physical size, quality of materials and all other pertiment specified pofficulors. . � . ___ --- iI .. . __ -111 - - _11-11 ....I 1. �- . .- .. I I-. 11 11 I I I .11.1-11,... i I , i a- . � _._,� , .- � SECTION 15040 SECTION 15090 PLUMBING PIPING SYSTEMS COVERING AND INSULATION Part 1 General Part 1 General 1.01 SPECIAL NOTICE 1.01 SPECIAL. NOTICE A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type A. Each contractor shall read all relevant documents, become fcmilior with the job, scope of work, type of general construction, and the architectural, structural, mechanical and electrical drawings and of general construction, and the architectural, structural, mechanical and electrical drawings and specifications. Each contractor shall also familiarize himself with the purpose for which these documents specifications. Each contractor shall also familiarize himself with the purpose for which these documents have been prepared and shall become cognizant of all the details involved. Each contractor shall have been prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work with that of others. coordinate his work with that of others. B. The term "contractor" used in this section of the specification shall mean the contractor whose work is B. The terra '"contractor" used in this section of the specification shall mean the contractor whose work is covered by this section. covered by this section. C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting C. When the term "Engineer" is used in this section of the specification, it shall mean the consulting j mechanical engineer. mechanical engineer. 1.42 SERVICES Part 2 Products i A. This contractor shall make all connections between the utility mains and the building, sanitary sewer, 2.01 DOMESTIC WATER PIPING SYSTEMS domestic water and gas lines, and shall extend these services into the building. A. Insulation shall be high density molded resin bonded fibrous glass pipe insulation with factory applied B. Extension of services into the building shall be fabricated from the same materials as the utility lines all service jacket. Maximum thermal conductivity shall be 0.25 Btu •in/hr -fe-'F at 75'F ambient. Fittings or those materials hereinafter specified for the building service. Where dissimilar metals are used, proper and valve bodies shall be insulated with fibrous glass blanket built—up to the thickness of the adjacent dielectric isolators as hereinbefore specified shall be installed. Should points of service vary from that insulation and secured with insulating tape and jacketed to match insulation, or with molded fibrous glass shown on the drawings, the contractor shall properly allow for this in his installation. fittings installed with both longitudinal and circumferential joints fully buttered with proper adhesive. Laps shall be fastened with outward clinching staples. Vapor seal cold water lines with white mastic. D E V I T A & Part 2 Products B. Insulate ail cold water piping with 1/2 inch thick insulation except that portion below grade and ASSOCIATES 2.01 SANITARY SEWERS AND SANITARY SEWER VENT PIPING chromium plated piping exposed at plumbing fixtures. i N C A. All soil waste and vent piping shall be constructed of code approved type P.V.C. pipe. Cast iron pipe C. Insulate all hot water piping with 1—'inch thick insulation except chromium plated piping exposed at D A I PROJECT: 11005.—,09 must be used on drains which will receive hot liquids (over 140 degrees), especially those around plumbing fixtures except that hot water and drain piping and P-Wtraps under lavatories for handicapped steamers, boilers or dish machines. Fittings for use in vent system shall be inverted. Only when required use shall be insulated. PO BOX 1596 GREEN\ALL.E, SC by local authorities, all soil waste and vent piping shall be constructed from service weight cast iron soil pipe, joined with cast iron bell and spigot fittings or no hub fittings of the some weight. Vent lines T D. At the contractor's option, he may insulate piping as noted above with preformed foamed polyurethane and smaller and waste lines 1 1/2" and smaller may be made using galvanized steel pipe and galvanized insulation with factory applied universal jacket. insulation thickness shall be provided as required to equal DESIGNED BY: MAS screwed pattern malleable iron fittings, or type "Mf" hard drawn copper joined with solder type drainage the U factor of that hereinbefore specified. �, fittings. CHECKED BY: 2.02 DOMESTIC WATER PIPING 2.02 AIR CONDITIONING UNIT DRAINS A. All domestic water piping, except as hereinafter specified, shall be fabricated from chlorinated polyvinyl A. All air conditioning unit condensate drain piping located within the building, Including all fittings, shall be chloride (CPVC) in accordance with ASTM D 1784, of the sizes indicated on drawings. Pipe and fittings insulated as hereinafter specified except that insulation shall be 3/8 inch thick. tib` 10 PR shall be copper tube size manufactured to the standard dimensional ratio (SDR) 11 and shall conform to ASTM D 2846. Pipe and fitting shall be joined using socket type connections and shall be sealed using an 8. Insulation shall be flexible foam plastic closed cell foamed pipe insulation with the thermo conductivity approved solvent cement conforming to ASTM F 493. Water service lines and water piping installed below of not greater than 0.30 BTU/hr per square foot and a vapor transmission of not greater than 0.30 8D42 PE building slab shall be fabricated from type "K" soft copper arranged so that no joints are made below grains per hour. Insulation shall be slipped on the pipe prior to erection wherever possible and have butt the floor line. joints sealed and adhesive furnished by the insulation manufacturer. Where slip on technique is not 0R GON possible, insulation shall be slit and applied to the pipe with longitudinal seams and butt joints sealed with �' �� 2.03 GAS PIPING adhesive. Fitting cover insulation shall be fabricated from sections of pipe insulation fabricated and Qf =X13. © installed in accordance with the manufacturer's recommended procedures. Sweat fittings shall be insulated P. 0� A. Gas piping throughout the building shall be Schedule 40 black steel T & C or P.E. with malleable iron with miter cut pieces of pipe insulation and some size as the adjacent piping. On all locations where pipe 150# beaded pattern screwed fittings on piping systems 2 inches in size and smaller and with steel weld hangers ore installed, they shall be installed on the exterior of the insulation and a section of rigid pipe x��,�5: 12/311�C7� fittings on .piping 2-1/2 inches in size and larger. Make taps from mains to branches using insulation of the some material shall be installed under the pipe hanger. A 28 gauge galvanized 40 thread -o—lets or weld—o—lets or tee connections. Install interior piping in exposed locations only. sheetmetal shield not less than 12 inches in length shall be installed between the hanger clamp and the Q exterior of the insulation. 2.04 DRINK SERVICE LINE CONDUIT 2.03 DOWNSPOUTS ...,.. A. Drink service line conduit shall be fabricated from Schedule 44 PVC plastic pipe joined with socket type solvent cemented fittings. All turns shall be fabricated from long sweep elbows. A. All horizontal downspout piping above finished ceiling including elbow looking up, elbow looking down from horizontal and under side of drain shall be insulated with 2" thick low density fiberglass insulation 75 2.05 ELECTRIC MEAT TAPE (where applicable) with vapor barrier finish. All joints shall be property lapped and sealed. No staples or other fasteners which will penetrate the vapor barrier shall be used. A. Electric pipe heating equipment shall be installed on the freezer evaporator condensate drain lines. Equipment shall consist of electric heating cable and tape rated at not less than 5 watts per linear foot. Port 3 Execution jIt shall be installed in full accordance with the manufacturers published instructions complete with '(n strap—on type thermostat, electric connection boxes and all other miscellaneous appurtenances required 3.01 MANUFACTURERS AND INSTRUCTIONS to for the particular installation as required by local code. All electric heating cable or tape shall bear E applicable UL labels. A. The insulation hereinbefore specified shall be furnished and installed by a contractor whose principal business is the application and installation of thermal materials on piping systems. All material shall be 8. Tape shall be installed under the elastomeric insulation on the condensate lines. manufactured by one of the listed approved manufacturer's instructions, except where these instructions 11F= conflict with the specifications hereinafter stated, in which case the specifications shall govern. All work �= C. The electric heating equipment shall be properly installed to facilitate the application of insulation where shall be performed in a neat workmanlike manner and all adhesives, bands and other fastening materials scheduled. and devices shall be. supplied as required to properly install the insulation materials being furnished. D. Approved Manufacturer. Chromotox, Tyco, Thermon, and Raychem. B. Approved Manufacturers: Armstrong Co., Certain Teed, Manville Co., Owens—Corning Fiberglas, PABCO, Pittsburgh—Corning, and Knauf. 2.06 STORM WATER PIPING , END OF SECTION A. All storm water piping within the building shall be constructed from materials as hereinbefore specified o for sanitary drainage. The contractor shall flash all roof drain installations by the use of 4# sheet lead. This flashing shall be fabricated from a single piece of sheet lead of sufficient size as to provide for at least 10 inches of lead beyond the edge of the roof drain flashing, clamping device. All roof drain lines 0 shall be property graded continuously at a grade of 1/4 inch per foot where possible, but a minimum of , 1/8 inch grade per foot. as Part 3 Execution 3.01 SANITARY AND STORM SEWERS W A. The sewage drains and related piping shall be immediately installed after excavation or cutting for some has been done so as to keep the openings for this pipe open as short a time as possible. rt However, no piping shall be permanently closed up, furred in or covered before inspection and approval. Street elbows, bushings, close nipples, long screws, bullhead tees or crosses shall not be installed in the CD plumbing fines. Each piece of pipe shall be reamed to make the bore of the pipe at its end the some as the pipe. All exposed polished connections from the fixtures shall be made with special care showing no tool marks or threads. Under no conditions shall any piping be run in the floor except as shown on the plans or written approval has been received. Piping shall have reducing fittings used where any changes in pipe size occurs. v < B. Sanitary and storm sewers shall be installed in a neat manner, shall be installed to grade % inch: per foot if possible, 1/8 inch per foot minimum. Vent piping shall be graded to free itself quickly of any water and condensations. Drainage piping shall run straight as possible and shall have easy Fends with Issue Date* 3_23_2012 -- long turns. Offset shall be made at 45 or less. 0 C. Install cleanouts as shown on the drawings and at each change in direction of the line, at the end of REVISION INFORMATION each run, and at the foot of each riser. Cleanouts shall be installed at not more than 80—foot intervals 0 in horizontal lines, taking care to locate cleanouts where they are easily accessible. D. Flash all pipe openings through the roof, using 4# sheet lead. Construct the flashing with a base 14 inches beyond the pipe openings in all four directions and extend the vertical tube up the pipe and terminate by turning into the pipe cavity at least 2 inches on vent pipes 2 inches in size and larger and terminating in a specially fabricated flashing fitting on pipe sizes 1-1/2 inch and smaller. The Plumbing Contractor shall fabricate flashing and turn over to the roofer to install at the roof level and after completion of this installation he shall finish the top of the flashing as hereinbefore specified. 3.02 INSTALLATION OF WATER PIPING a� A. Water piping systems shall generally be run level, free of traps, without any unnecessary bends, as high as possible and to suit the necessity of clearances for other mechanical work. Water piping shall be so graded and valved to provide for the complete drainage and control of the system. Piping shall be installed so as to cause no unusual noise from flow of fluid within the building system. Piping shall be installed to take care of the expansion and contraction. CL B. Hot and cold water piping systems shall be separated by at least 6 inches and every precaution shall 0 be taken to see that the pipes do not come in contact. Where piping is parallel, space shall be provided for the proper thickness of covering. 3.03 NATURAL GAS AND MISCELLANEOUS SERVICE PIPING SYSTEMS A. Natural gas and other miscellaneous service piping systems shall generally be run level, free of traps, and without unnecessary bends. Piping shall be routed as high as possible and arranged to provide necessary clearance with other mechanical work. B. Piping shall be provided with required drip legs, with drains. No unions shall be used on these lines Restaurant#: 045 ' except at connections to equipment. 3.04 CONNECTIONS TO EQUIPMENT NOT FURNISHED UNDER THIS SECTION OF THE WORK . .. A. This contractor shall run water and gas piping to all heating and air conditioning equipment requiring FEED LOBSTER 457 some, as shown on drawings. Ali piping shall be terminated with valved connections 24 inches from the RENOVATION equipment for extension and final connection by the Air Conditioning Contractor. S. Plumbing connections for all food preparation arid- similar miscellaneous equipment will be furnished by this contractor. He shall rough—in all soil waste, water, and gas piping as required and shall make all final connections. All roughing—in shall be done in accordance with approved shop drawings fumished by 10330 330 the contractor furnishing the equipment. All water and gas connections shall be properly valved before connection to equipment. All wheel handle stops, flexible risers and "P'" traps required for connection of SOUTHWEST this equipment will be furnished under this contract. Supply trim and waste connections will be furnisheGREENBURG Ot�AD by the Food Service Contractor, but will be mounted by this contractor unless noted otherwise. END OF SECTION TIGARD, CSR PLUMBING SPECIFICATIONS SLOPE BRANCH LINE FOR PROPER DRAINAGE , EXTERIOR WALL 1" GLOBE VALVE. LOCATE - IDENTIFY PIPE AND VALVE MAXIMUM 7'--0* ABOVE VALVE WITH NFPA FLOOR IN ACCESSIBLE LOCATION -- --- - APPROVED GRAPHICS 4'-0* MINIMUM LENGTH OF PIPE INSIDE BUILDING SEISMIC DESIGN REQUIREMENT WATRE°RTIGHTWALL AND '"I"` ALL SPRINKLER SYSTEM COMPONENTS AND EQUIPMENT SHALL BE RESTRAINED IN ACCORDANCE WITH SECTION 1621 OF THE 2010 OREGON SPECIALTY CODE FOR SEISMIC DESIGN CATEGORY 'D'. ANY COMPONENT SUPPORT DETAILS, NOTES, SPECIFICATIONS, OR OTHER ITEMS SMOOTH BORE CORROSION SHOWN IN THESE DRAWINGS INDICATE STANDARD SUPPORT REQUIREMENTS, AND RESISTANT OUTLET GIVING FLOW EQUIVALENT To ONE D E V I T A REQUIRED SEISMIC RESTRAINTS SHALL BE PROVIDED IN ADDITION TO THESE 1" 45 DEGREE ELBOW SPRINKLER HEAD A S S O C I A T E S STANDARD SUPPORTS. APPROX. 1'-6" ABOVE FINISHED GRADE WHERE REQUIRED BY CHAPTER 17 OF THE 2010 OREGON SPECIALTY CODE, CONCRETE SPLASH BLOCK I N C SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR DAI P R C)J ECT: GQS--Q9 RETAINED BY THE OWNER. PCS Box 1 596 GREENVILLE, SC ATTENTION! SHOP DRAINING SUBMITTING NOTES: DESIGNED BY: MAS ENGINEER OF RECORD W,,,,,U REJECT ANY SUBMITTAL. OF SHOP DRAWINGS THAT 1. LOCATE AT END OF A REMOTE BRANCH OF THE SYSTEM. CHECKED BY: TMP DO NOT INCLUDE THESE ITEMS. OBTAIN APPROVAL FOR LOCATION FROM AHJ. 2. PROVIDE ACCESS DOOR IF VALVE IS LOCATED IN A WALL.. PROVIDE PERMANENT LABEL ON DOOR IN ACCORDANCE WITH ALL REQUIRED SHOP DRAWINGS, EXCEPT AS HEREINAFTER SPECIFIED, SHALL NFPA 13. ti�� P F BE PREPARED AT A SCALE OF NOT LESS THAN 1/4 INCE! EQUALS ONE FOOT BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT PRINTS AS HEREINBEFORE DESCRIBED UNDER "SUBMITTAL DATA". 80427PE I •�.f.��rJ�� q ra ��~ ,�t� FIRE PROTECTION NOTES 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AUTOMATIC 1 INSPECTORS TEST AND DRAIN x €f €= 1: r 12 0 SPRINKLER SYSTEM AS INDICATED ON THE FLOOR PLANS. THE SPRINKLER NOT TO SCALE it SYSTEM SHALL. BE HYDRAULICALLY CALCULATED. SCOPE OF WORK SHALL INCLUDEcc FP1.1 Nil THE FOLLOWING AS A MINIMUM: RELOCATE EXISTING SPRINKLER HEADS AND PROVIDE NEW SPRINKLER HEADS AS REQUIRED. PROVIDE BRANCH PIPING FOR 0) ALL NEW SPRINKLER HEADS AND ROUTE TO NEAREST BRANCH MAIN OR CROSS MAIN. PROVIDE SUPPORTS AS REQUIRED BY NFPA 13. FIELD VERIFY ALL EXISTING CONDITIONS. VERIFY IF EXISTING FIRE SPRINKLER SERVICE PIPING AND FIRE RISER IS ABLE TO SUPPORT THE NEW HYDRAULIC CALCULATIONS FOR THIS PROJECT. REPLACE ANY FIRE RISER COMPONENTS IF NOT IN WORKING CONDITIONS. 2. THE SPRINKLER SYSTEM SHALL BE DESIGNED, CALCULATED, AND INSTALLED IN 0 ACCORDANCE WITH NFPA 13, LATEST EDITION. _ 'sn E 3. THE CONTRACTOR SHALL GUARANTEE INSTALLATION AGAINST DEFECTS IN WORKMANSHIP, EQUIPMENT AND MATERIAL FURNISHED ON PROJECT FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. 4. SUBMIT FOR APPROVAL THE NUMBER OF SHOP DRAWINGS AND MANUFACTURERS ONLT LITERATURE ON ALL MATERIALS AS REQUIRED IN THE SPECIFICATIONS TO TIME � S � �o ARCHITEC OR OWNERS REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION. 05. SUBMIT DRAWINGS AND CALCULATIONS TO THE DEPARTMENT OF FIRE PREVENTION INNNNIFOF THE STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. � U 6. THE CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE THE PREMISES AT , AND ADJACENT TO THE PROPOSED WORK. VERIFY PIPE SIZES, LOCATION AND ==9 2' SUITABILITY FOR CONNECTION TO THE NEW SYSTEM PRIOR TO BID. o 0 7. DRAWINGS ARE DIAGRAMMATIC AND INTEND TO SHOW APPROXIMATE LOCATIONS. TE.M.-NO. V-L--1 Q �-. CONTRACTOR SHALL. REVIEW ALL ARCHITECTURAL, CIVIL, STRUCTURAL, ELECTRICAL (FORMERLY SYSTEM NO. 147) � AND MECHANICAL. DRAWINGS AND COORDINATE WITH OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. INSTALL. ALL WORK WITHOUT CONFLICT F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3) �►� �, � co WITH OTHER TRADES AND MAKE MINOR ALTERATIONS AS REQUIRED WITHOUT T RATINGS - 0, 1, 2, 3 AND 4 HR (SEE ITEM 3) v ADDITIONAL COST TO THE OWNER. L RATING AT AMBIENT -� LESS THAN 1 CFM PER SQ. FT. (SEE ITEM 3) L RATING AT 400'F - LESS THAN 1 CFM PER SQ. FT. (SEE ITEM 3) W 8. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY A FIRE PROTECTION SPRINKLER SYSTEM CONTRACTOR WITH A VALID CERTIFICATE OF REGISTRATION ISSUED BY THE AUTHORITY HAVING JURISDICTION. e A A 9. THE CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR ALL. VOLTAGES, ELECTRICAL LOADS, ETC. OF ELECTRICALLY OPERATED EQUIPMENT :": 3 PRIOR TO PURCHASING EQUIPMENT. ALL EQUIPMENT SHALL BE U.L. LISTED AND 3 NEMA APPROVED. THE CONTRACTOR SHALL COORDINATE WITH ADT THE QUANTITIES AND LOCATIONS OF FLOW SWITCH AND TAMPER SWITCHES. FOR COORDINATION v WITH ADT, PLEASE CONTACT VANI RAJASHEKARA AT 877-862-0697 (ext 2883) I � OR vrojoshekara@adt.com. 10. MAINTAIN A MINIMUM CLEARANCE OF 3'-0" IN FRONT OF ALL ELECTRICAL PANELS AND l'-O'" ON EITHER SIDE OF THE ELECTRICAL PANELS TO STRUCTURE. ALL a., PIPING SHALL BE ROUTED AROUND THIS AREA. 11. ALL HORIZONTAL AND VERTICAL PIPING SHALL BE SUPPORTED IN ACCORDANCE y; Issue Date: 3-23-2012 r23r2012 �, WITH NFPA 13 AND STATE AND LOCAL REQUIREMENTS. SUPPORTS SHALL 2 T SECURELY HOLD PIPING, PREVENT VIBRATION, COMPENSATE FOR STATIC AND 1 B OPERATIONAL CONDITIONS OF THE VARIOUS SYSTEMS, AND SHALL NOT BE REVISION INFORMATION A 2 SUBJECT TO ELECTROLYTIC ACTION.. 12. ALL SPRINKLER SYSTEM MATERIALS INSTALLED SHALL BE U.L. LISTED AND SECTION A-A FACTORY MUTUAL APPROVED FOR FIRE PROTECTION USE. � cv �r 13. CONTROL VALVES SHALL BE SLOW CLOSING INDICATING VALVES LISTED FOR FIRE 1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE--RATED GYPSUM STEEL. CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL PROTECTION USE. EACH CONTROL VALVE SHALL HAVE A SUPERVISORY SWITCH. WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED ELECTRICAL METALLIC TUBING OR TYPE L (OR HEAVIER) OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE 14. SPRINKLER PIPING PENETRATING ONE-HOUR OR GREATER RATED FIRE WALLS INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION STEEL CONDUIT. WHEN COPPER PIPE OR FLEXIBLE STEEL SHALL BE SLEEVED AND CAULKED WITH A U.L LISTED THROUGH PENETRATION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL CONDUIT IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) FIRE STOP SYSTEM TO MEET U.L. LISTED ASSEMBLY FOR RATING OF WALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: IS 2 H. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 1N. 15. FIRE MAIN BELOW GRADE SHALL MEET THE REQUIREMENTS OF NFPA 24, LATEST DIAM MAY ONLY 8E USED IN WALLS CONSTRUCTED USING EDITION. A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE 16. CONTRACTOR SHALL FLUSH WATER SYSTEM AFTER INSTALLATION IN ACCORDANCE CHANNEL STUDS. WOOD STUDS TO CONSIST 4F NOM 2 BY 4 IN. INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE WITH THE REQUIREMENTS OF NFPA 24. LUMBER SPACE 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. O 17. SPRINKLER HEADS SHALL BE RELIABLE, CENTRAL., VIKING OR EQUAL. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACEDMAX 24 IN. OC. 3. FILL, VOID OR CAVITY MATERIAL* M- CAULK -- CAULK FILL U MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE 18. KITCHEN SERVICE AREA AND SIMILAR OCCUPANCIES SHALL BE HYDRAULICALLY B. WALLBOARD, GYPSUM* - NOM 1/2 OR 5/8 IN. THICK, 4 FT. BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND BALANCED TO PRODUCE 0.15 GPM DENSITY PER SQUARE FOOT OVER THE MOST WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO REMOTE 1,500 SQ. FT., HEAD COVERAGE 130 SQ. FI./HEAD MAXIMUM, USING WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE 165'F HEADS. FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS WALL.. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN WALL. ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP 19. DINING AREAS AND SIMILAR AREAS SHALL BE HYDRAULICALLY BALANCED TOv PROVIDE 0.10 GPM DENSITY PER SQUARE FOOT OVER THE MOST REMOTE 1,5UQ THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF IS 13-1/2 IN. THE WALL ASSEMBLY IN WHICH IT IS INSTALLED., AS SHOWN SQ. FT., HEAD COVERAGE 225 SQ. FT./HEAD MAXIMUM, USING 165-F HEADS. IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE 20. ALL SPRINKLER HEADS LOCATED IN A.C.T. CEILING SHALL BE CHROME-PLATED 2. PIPE OR CONDUIT -� NOM 12 IN. DIAM (OR SMALLER) FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF RECESSED PENDANT TYPE WITH TEMPERATURE RATING AS CONDITIONS DICTATE. SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE Restaurant 0457 SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILES. ASSOCIATED SMALLER) SERVICE WEIGHT (OR HEAVIER} CAST IRON SOIL WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED SPRINKLER PIPING SHALL BE RUN IN FURRED SPACES, CHASES, ETC. TO PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) BELOW: COMPLETELY CONCEAL ALL PIPING. DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) LOBSTER BS- ER 4 rri 1�i I� 7 21. RECESSED PENDAHEADS NT TYPE LOCATED THDTEMPERATURE CEILINGS ASSCOCONDITIONS BE CHROME-PLATED * BEARING THE UL CLASSIFICATION MARKING. RENOVATION a ASSOCIATED SPRINKLER PIPING SHALL BE RUN IN FURRED SPACES, CHASES, ETC., TO COMPLETELY CONCEAL ALL PIPING. MAX PIPE OR ANNULAR F RATING, T RATING, 22. ALL SPRINKLER HEADS LOCATED IN WOOD CEILINGS SHALL BE CHROME-PLATED CONDUIT DIAM IN SPACE IN. HR. HR 10330 RECESSED PENDANT TYPE WITH TEMPERATURE RATING AS CONDITIONS DICTATE. 1 0 TO 3/16 1 OR 2 0+, 1 OR 2 ASSOCIATED SPRINKLER PIPING SHALL BE RUN IN FURRED SPACES, CHASES, 1 1/4 TO 1/2 3 OR 4 3 OR 4 ETC., TO COMPLETELY CONCEAL. ALL PIPING. 4 0 TO 1/4 1 OR 2 0 SOUTHWEST 0 TO 1-1/2 1 OR 2 0 23. SPRINKLER HEADS IN AREAS WITHOUT FINISHED CEILINGS SHALL BE BRASS 6 1/4 TO 1/2 3 OR 4 0 GREEN RG READ UPRIGHT HEADS WITH TEMPERATURE RATING AS CONDITIONS DICTATE. ASSOCIATED 12 3/16 TO 3/8 1 OR 2 0 SPRINKLER PIPING SHALL BE RUN (EXPOSED. + WHEN COPPER PIPE IS USED, T RATING IS 0 HR. 24. THE SPRINKLER CONTRACTOR SMALL COORDINATE THE LOCATION OF PIPING AND # 0 TO 1-1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP-25WB-- ... HEADS WITH LIGHT FIXTURES, DIFFUSERS, DUCTWORK, PLUMBING ONES, ETC. AND CAULK IS USED. TIGARU, n MAKE MINOR ADJUSTMENTS IN THE SPRINKLER LAYOUT WHERE REQUIRED OR m DEEMED NECESSARY BY THE ARCHITECT. MINNESOTA MINING & MFG. CO.-- TYPES CP-25 S/L, CP--25 N/S '~ CP-25 WB, CP-25 WB- (NOTE: L RATINGS APPLY ONLY WHEN TYPE 25. THE SPRINKLER CONTRACTOR SHALL OBTAIN A RECENT FLOW TEST FROM THE CP-25 WB- CAULK IS USED.) i LOCAL WATER AUTHORITY. -� FIRE PROTECTION 26. COORDINATE WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND THE ARCHITECT THE EXACT LOCATION OF THE FIRE DEPARTMENT CONNECTION ANDGENERAL NOTE THE INSPECTOR'S TEST VALVE. -- AND DETAILS c 27. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A FREEZE :z PROOF SYSTEM WHEN SPRINKLER COVERAGE IS REQUIRED IN UNHEATED AREAS. 2 THROUGH PENETRATION DETAIL 8 FP1.1 NOT TO SCALE r4 c ! � - i I � __ . I I - I I � I I I I .........�......-....�.............- -_ --- . � � ..-1-1 I .1 . � . .. .. . .................. ... . . -- I .. I I I I-1 . I I � I --- -_ . 1.. . - - .� � - -.-..-�__.__l____ I I _ -.--. � I . ....... .... .. - __ - _...._..._.. � . I I -I 1. I . I I � I I I -- Im-mm.- ... __ � 1-1 ... .. . . - I'll . I � I : - � __ I I I I I I I I I � I . GENERAL NOTES: KEYED NOTES: I � I I � I I I I I � FIRE PROTECTION DESIGN CRITERIA I S � 11 i , .1:mS 11 . I .. ; A. COORDINATE FIRE SPRINKLER HEAD LOCATIONS AND RELATED PIPING WITH ALL OTHER TRADES, � .. . . I . I � . ': .. � i DINING AREA EQUIPMENT, PIPING, ETC. 0 REFER TO CIVIL DRAWINGS FOR CONTINUATION OF PRIVATE SERVICE SPRINKLER MAIN. � ? .t . .. . 9 ,�; i ,I i 11 ___ � i 1� I . . AITENTION1 � � I - ICAL, ELECTRICAL AND PLUMBING CONTRACTORS IN THE MECHANICAL ki i � ! � � 11 �� . � B. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED PER THE REQUIREMENTS OF NFPA-13, 2007 EDITION (D ! I I 1 . k . I . 11 , : ., c I I I � ROOM. LOCA11ON OF SPRINKLER RISER SHALL NOT DEVIATE. DIMENSIONS INDICATED ARE FROM I i "i i I � I L I AREA OF COVERAGE PER DISCHARGE MAXIMUM HOSE STREAM AND LOCAL AUTHORITY HAVING JURISDICTION. �j ", i PRC�APE FREEZE i "I , i , 4 � I 11 !! i CLASSIFICATION DENSITY E APPROXIMATE. z �l � u �:. > I *11'�l i COVERAGE SPRINKLER TEMPERATURE SPACING ALLOWANCE .i ,I I I � �l PROOF SPRINK'.F.R " . H I I i, 1� I I i . I �, i C. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT SCALED LAYOUT DRAWINGS FOR THE FIRE PROTECTION �l . I %I iw ij ( .. I !; t .. I ,I COVERAGE IN TOWER ! I . I SYSTEM, INDICATING HANGER LOCATIONS, PIPE SIZES, LOCATIONS, ELEVATIONS, SLOPE OF HORIZONTAL 3 PROVIDE A Ul. LISTED THROUGH PENETRATION FIRESTOP SYSTEM FOR ALL PIPE PENETRATIONS il , " �j . I i ___i__ :i 0.10 GPM/ : CD .,q t, ...___L__�1j____......._ X I LIGHT HAZARD FT. 2.25 SQ. FT. 165T RUNS, WALL AND FLOOR PENETRATIONS AND CONNECTIONS. THROUGH RATED WALL. .... �0 '........ . i - 1: - .- � . � SO. FT. . .. . � .. ...11 . : I �l D. PROVIDE FLOW SWITCH, SHUTOFF VALVE WITH TAMPER SWITCH AND BACKFLOW PREVENTERS AS j, I X � � PROVIDE DRY TYPE PENDANT HEADS IN COOLERS AND FREEZER. COORDINATE HEAD LOCATION WITH i REQUIRED BY LOCAL AND STATE CODES. G) . � t: I .. SERVICE AREA LIGHTS AND EVAPORATORS. .... .1 I I I- , (D . � i i � I I .., � ; I " . I I ; i . p , .!!!: I E. EXACT LOCATION AND NUMBER OF SPRINKLER HEADS SHALL BE FIELD VERIFIED AND ADJUSTED AT ... � 11 " i . r�, 14 I I��I.. i. 11 . I .1 W___l I I ..I 11 'Olt, � �i_ � -." I = TIME OF INSTALLATION TO PROVIDE FULL COVERAGE. PROVIDE FREEZE PROOF SPRINKLER COVERAGE (DRY PIPE OR GLYCOL) FOR ACCESSIBLE AREAS AT j .. i I � t i ,4% m ; AREA OF COVERAGE PER DISCHARGE MAXIMUM HOSE STREAM (D t I � I 11 I I I � . I v �7_ _.... - ._ 4 i I � 'I � i I I � CLASSIFICA71ON DENSITY ROOF LEVEL. DRY PIPE RISER OR GLYCOL FILL LOOP SHALL BE LOCATED IN MECHANICAL ROOM S ; � 1� 11 I I �i � il ; I � v 1, I % t I I k I � i L_ � I I I I .. .1 1� i� COVERAGE SPRINKLER TEMPERATURE SPACING ALLOWANCE F. GENERALLY, IT IS THE INTENTION FOR 'FIRE SPRINKLER MAINS AND BRANCH LINES TO BE ROUTED KLER RISER, ! 11 t 11 I X I I � �---- I � � f � I � i , . .1 I. r � I i f � \ CK ABOVE THE DUCTWORK. i I 11 It � A, I I? It 4 i I i � i I 1�. I I ; ORDINARY HAZARD 0.1 I 11 I 11 ! ; i � i 11 � i FIRE SUPPRESSION SYSTEM FOR TYPE I KITCHEN HOODS SHALL BE PROVIDED BY OTHERS. 3 � J ii I A ,� � \ , 130 SQ. FT. 1657 1 5 FT. : 250 GPM G. EXTERIOR COMPONENTS ARE SHOWN ONLY FOR THE INTENT AND PURPOSE OF INDICAnNG NODES AND G) 11 ; , ,� SQ. FT. .1 11 .1 ! I .� 11 I 1% ,I \ . I I . 4 I i I I I k � - - DISTANCES IN HYDRAULIC CALCULATIONS. . z I � I I ! 11 � i k I � t L I I i . i 4,91 . I 1 5 1 i I 11 f i � -------v. 11 � � 11 � it � (D CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO ROOF HATCH WITH PIPING. I (I i 11 11 Ir I I 11 k I I -LIS '. I t I I � t k i H. SPRINKLER PIPING PENETRATING ONE HOUR PARTED FIRE WALLS SHALL BE SLEEVED AND CAULKED TO . I � 3 ! 4 I I � . . 4 I k I I % I t � i I I I I I � I \ I MEET Ul. LISTED ASSEMBLY FOR RATING OF WALL SEE 3/FP1.1 FOR APPROVED U.L LISTED CONTRACTOR SHALL NOT OBSTRUCT ACCESS TO TOWER HATCH WfTH PIPING. I - � � f I 11 I ; .1 ) I I I � I � I � � (D I . A i i I i t I 11, I � ASSEMBLY. lil � - .. .�T_= ;z_i=mMm6;=M-M..��-�.�.---.-"-��,�-�--"------,�i�--�-,�M 1. PROVIDE FREEZE PROOF SPRINKLER COVERAGE (DRY PIPE OR GLYCOL) FOR COVERED TRASH I $ . ` 4 Q I " I . , , I .. '. . " I I i.I i .1 .yi . .� i " ?,� DEVITA & ! � " , i I i �l , 11 I ll ASSOCIATES , I . , i " " - 11 � _- I i I I N C i 1'1 , � I., �i i 1� \ , "i : -09 I I , I I 11005 � .., 1. . I I DAIPROJECT I � N r � t L � / , . � '! i / I" � t I . � 'J... 11, . . PO Box 1596 GREENVILLE, SC I I I , , .., 11 I * I ; .% .1 : I I I . I .�I . I , I . . 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" : , , - I , . ! . � : . -.* ., ., i I : I .-I : . - ".. * . ". '" ' -.......... : � 11.... . ; . .1 __ ; .. "..'_.............l.....,........1: � I ; . ..........^",,""" ,", ...% . : �_.... i SHOP DRAWING SUBMITTING '' : - . � . . i . i . . FIRE . '1111111111IR0,101011 . � '4_��jj 11 11. .1 I". - : � i 1111111'''ll ��lll� ...........................; � I-,... ....I."..."...I....I.-I. 1-1.1...I-—11.. ................... ......'......,... ? ..."..l..."..,.......I...I...�..........�........'�.....,.,...,.�........�.....................,...................; . : '8 ��Ill - - .11-1111--l.. � � !.. % . I C4 iiiii'll""iiil�l�1111� . . I OAN._^-.�� ! ', : ; I'm . I l? "w"1111111111 11111111 111,11 11 ENGINEER OF RECORD M REJECT ANY SUBMITTAL OF SHOP DRAWINGS THAT � 0 . !� . PROTECTION 0 � . DO NOT INCLUDE THESE ITEMS. V-4 � i , I . i . 2 "q I ; : . . : : �,..,��'. ' . I CRITERIA PLAN .-I .;"� : - ` r_ - STI� ; E a ULE I'll : 0 .l.'. . . . .� . vl� .", . ; : .� , . I : � : ! : ; : 7 �._l,,'. ..;li�_4 : ALL REQUIRED SHOP DRAWINGS, EXCEPT AS HEREINAFTER SPECIFIED, SHALL :,. i -2: �., ,:. : i ! � I i m , . ! I ! . . , % � BE PREPARED AT A SCALE OF NOT LESS THAN 1/4 INCH EQUALS ONE FOOT . ,I % I � . I . 21 .1.1 � i . -Z I f m : 11 1-1 -1...I .--_1� -1-11 _ I-- f : i . i ; i 12 � .., . 4. /�l FIRE f BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT PRINTS AS HEREINBEFORE I :,� ., .1 , PROTECTION CRITERIA PIAN : �,:.-,,,,�-,.!,-,��.�.--,��,-..'��.-",k-,-f I -_1--__.........��j :! � n : :-� .,4_J;.,.-.,:l. ..- . - � ;.; � .......1-1.......1--__-_-__,_.__ �; . .""..,-,-.."...,..-,.,..,,.,,.I....--l"...., DESCRIBED UNDER '*SUBMITTAL DATA . wi-!- ! ,� "I'll, ; . " 1 ! � . . , .� . E i 1 ,; 1, SCALE: 1/4" = l'-O* � � - ;l . � �. � � - I i ��2.1 ) j : I E . ; i 1111111,11101111111,111 . 11111111,11101111111,111 : I !! , i, 0 4j 8 12 i :; I; - . - I i I,.,��,, ," t . ! � � 8 �i , 1 1 I I I I I � I : I I .1 ! '� ;; � ! 1 i � ; ,I / \ q I ; �; � i r-1 !� �! I /�� ; . ", I� j �i _.,,� ,.�_ z; k. . :1 ......__,; ,I__." I � ON �.................. �; . .. . :11-----....i . . I �.............-: i .m . I : !....,�! � a pmvmm� I I I I I .1 E!H�j I I I � LU I . �- I I.. � . I --- - � I 11 1. I I - I....I—— I I I I I - ... . . . I I I I � .. I .�......... .... .. . "..l....I..I I I...I .1 . . -_____ ..... . . . .. . . . . I'll 11 .... .... . . . ___ - -----.----, I'll , I..'' ''I . I -1111 I -11- I . . � � -.,:, . � Lt) • wwr.�,..n,wn. i I i i I i DEV I TA & ASSOCIATES I NC DAI PROJECT: 11005--09 i PQ Box 1596 GREENMLLE, SC i • DESIGNED BY: MAS CHECKED BY: TMP � �tlD PROQ�n 804.E PE ' CARE ! Sp 2 cn E CZA4 _J r 1 - l' A ' .�a I.j.Y. M r i ti •1: W l Y C,1 _ r: �l r) ti - 0jo Gpm/SaFT. _...... ) co tea, .,.� c ......... . . is .......................«,....,,...._...,..,......._-.....r_T_--.- _-._._...-.._.....-..,..........._...................,._....-... -_-_--_•.........»..._..-....................,...............,.........-.....,...:..,.n:__..-.-._....--.-.,......_.._...._..,.._...•,,._..........i...:...i.......„.- ..- ..-.----.__._........._._.-_-....._.....-._.............. ............♦ ......-..-......_ .- -. _....r..�.........,n...,.......�....._............-......--.......-_..._....-_.-....-..-...__....._....«..........._...,..._..•.......w.n.«_....._......m•,••,.._nv..-...n...n...n+._..•_.,...v-,-._.._._-..........---.....--...................................... ..........................n..................................-.-...r-�.-_ E I i ,...._.-..-..................................__. z i i I CL Issue Date: 46 3-23-2012 ~� REVISION INFORMATION CLCL0 �. v 2 05-17-2013 ca OWNER'S CHANGES 3 2 7 y.. �, N , V F� r-4 Nory W 1 FIRE PROTECTION CRITERIA PLAN - MEZZANINE Restaurant#: 0457 FP2.1 SCALE: 1/4" � 1'-0" 0 4' 8' 12' RED LOBSTER 457 rax RENOVATION 10330 SOUTHWEST GREENBURG ROAD ON s TIGARU, OR m "? .o SHOP DRAWING SUBMITTING FIRE ENGINEER OF RECORD #!Ll REJECT ANY SUBMITTAL OF SHOP DRAWINGS THAT PROTECTION DO NOT INCLUDE THESE ITEMS. CRITERIA PLAN } ALL REQUIRED SHOP DRAWINGS, EXCEPT AS HEREINAFTER SPECIFIED, SHALL BE PREPARED AT A SCALE OF NOT LESS THAN 1/4 INCH EQUALS ONE FOOT BY THE CONTRACTOR. CONTRACTOR SHALL SUBMIT PRINTS AS HEREINBEFORE DESCRIBED ANDER "SUBMITTAL DATA". E E r ur B I t� .- � __- ___ � 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 -VIM .1-1.. .- - .1.....-.11-- I .. -11 �� __""" 11 1. - .... - . I . I -1-1-- I ,I k -------- ..q --- I ; � �� SECTION 1501 0 SEC11ON 15020 - , I DITIONS MECHANICAL SPECIAL CONDITIONS MECHANICAL MATERIALS AND METHODS FIRE SPRINKLER SYSTEM I I i I i Port 1 General C. Each set of data from any one manufacturer shall be bound in an individual folder properly indexed and I Part 1 General Port 1 General 1� marked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. Data 1.01 SPECIAL NOTICE � submitted shall show proposed equipment only and shall not be catalogues showing a manufacturer's 1.01 SPECIAI_ NOTICE 1.01 SPECIAL NOTICE complete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted. i A. The contractor shall read all relevant documents, become familiar with the job, scope of work, type of Sufficient date shall be included to prove compliance with the specifications as for as use, capacity, A. Each contractor shall read oil relevont documents, become familiar with the job, scope of work, 4W of A. Each contractor shall read all relevant documents, become familiar with the job, scope of work, type of I i general construction, and the architectural, structural, mechanical and electrical drawings and specifications. efficiencies, physical size, quality of materials and all other pertinent specified particulars. general construction, and the architectural, structural, mechanical and elect4cal drawings and specifications. general construction, and the architectural, structural, mechanical and electrical drawings and specifications. 1 Each contractor shall also familiarize himseff with the purpose for which these documents hove been Each contractor shall also forniliorize himself with the purpose for which these documents have been Each contractor shall also familiarize himself with the purpose for which these documents have been � � � prepared and shall become cognizant of all the details involve4, Each contractor shall coordinate his work prepared and shall become cognizant of all the details involved. Each contractor shall coordinate his work a a come cognizant of all the details involved. Each contractor shall coord;note his work . with that of others. with that of others. with that of others. I � � - A. Each contractor shall submit shop drawings whenever equipment proposed varies in physical size and � � B. The term contractor" used in this section of the specification shall mean the contractor whose work is requires rearrongement of equipment space; where tight spaces require extreme coordination between 8. The term "contractor' used in this section of the specification shall mean the contractor whose work is B. The term *contractor* used in this section of the specificotion shall mean the contractor whose work is � t � � I covered by this section. ductwork, piping, and other equipment; where called for elsewhere in these specifications; and where covered by this section. . . covered by this section. I I � specifiicol� requested by the Ownees Representative. Shop drawings shall be made at no additional charge. C. When the term 'Engineer' is used in this section of the specification, it shall mean the consulting C. When the term "Engineer* is used in this section of the specification, it shall meon the consulting C. When the term "Engineee is used in this section of the specification, it shall mean the consulting � : mechanical engineer. B. All required shop drawings, except as hereinafter specified, shall be prepared at a scale of not less than mechanical engineer. mechanical engineer. : 1/4 inch equals on one foot by the contractor. He shall submit prints as hereinbefore described under . � i i, 1.02 SCOPE OF WORK "Submittal Data". Part 2 Products (NO SUBSTMMONS ALLOWED) 1.02 DESIGN CRITERIA � A. This secton of the work shall comprise the furnishing of all materials, equipment, too]$, labor and C. Shop drawings shall be prepared on the following items: 2.01 PIPE HANGERS AND SUPPORTS A. The Fire Sprinkler Contractor shell design and install a complete engineered fire sprinkler system to serve transportation necessary for the complete installation of the fire protection system shown and hereinafter the facility in complete compliance with applicable regulations. � 11 specified. Work is to he complete in every respect whether specifically mentioned in contract documents or 1. Complete fire sprinkler system drawings, including indication of proper coordination with ceiling pattern. A. All horizontal runs of piping shall be suspended from the structural members above by means of not. This work and materials includes, but is not limited to, the following items: Drawings shall be approved by required government and insurance authorities before submittal. approved hangers spaced as specified. Supports and hangers shall be installed to permit free expansion B. The systems shall be a hydrouiicolly� calculated system designed in accordance with the latest issue of I I . and controction, the piping shall be self-supporUng and shall not be supported from the equipment shall comply with all local codes and state regulations. Care shall be taken to . I 1. The fire protection system including, but not limited to, complete design shop drawings and installation, connections or the suspension system furnished for suspended ceilings. assure required protection of exposed and concealed spaces. Shop drawings shall be submitted to and of fire sprinkler system and range hood fire suppression systems including water service, metering 2.05 RECORDS FOR OWNER approved by the Local Authorities and the Owner's insuring authority before submittal for approval and 11111111111111111111111111111111F ! �� equipment, dist6bution, fire sprinklers, Siamese connections, alarms, controls and other specified and B. All hangers shall be properly sized to fit the pipe or the insulation around the pipe which they are installation. I WAC required items necessary to provide an approved fire suppression system. A. Each contractor shall ,accumulate, during the job progress, the. following data in duplicate, prepared in a supporting. All hangers shall bear the name of the manufacturer by whom they are made. Pipe hangers I necrt brochure or pocket folder, and turn over to the Owner$s Representative, shell be formed steel clevis type hanger with adjustable attachment to hanger rod. Hangers shall be 1.03 WATER SERVICE I - D E V I T A & 1.03 FEES AND PERMfTS properly sized to support weight of 'ping under operating conditions as recommended in the monufocturer's � 1. All warranties, guarantees and manufacturer's directions on equipment and materials covered by the published literature. For un-insulated Pi copper or brass piping, use hangers as specified above except that A. This contractor shall extend water service from utility lines as shown and required. The contractor shall AS SOCIATES � A. The contractor shall obtain all permits, inspections and approvals applicable to his trade and required by they shall be copper plated or plastic sheathed wherever they will be in contact with the copper pipe, include all costs of water mains, tops, velving and other required installation accessories. I N C � Contract including operating instructions and recommended maintenance and seasonal changeover I regulatory authorities. All fees and costs of any nature whatsoever incidental to these permits, inspections procedures. ; and approvals shall be paid by the contractor as part of his Base Contract . C. Hangers shall be fastened to the construction by the use of malleable iron adjustable clamps, properly B. Water service shall be run into the building using piping material compobble with existing utHity lines as DAI PROJECT: 11005-09 L 2. Copies of approved shop droVings. designed and sized for steel encountered and be installed with lock nuts or bolts securely tightened. allowed by local code and installed in accordance with the regulatory authorities and assembled in . � PO Box 1596 GREENNALLE, SC 1.04 RESPONSIBIUTY OF THE CONTRACTOR . Hangers, rollers, inserts, and beam clamps shall be standard products of the some recognized accordance with manufocturees published instructions. I A. The contractor shall be responsible for all work of every description in connection with his contracL He 3. Any and all other data and/or drawings required during constructions. manufacturer. 1.04 APPROVED MANUFACTURERS sholl specifically and distinctly assume, and does so assume, all risk for damage or injury from whatever Part 3 Executiton D. Miscellaneous steel necessary for supporting the pipe work. Necessary trapeze, rods, bolts and DESIGNED BY: MAS cause to property or person used or employed on or In connection With this work and of all damage or accessories, clamps, weld clips, angle iron brackets or other approved means shall be used for attaching A. All material, equip ad ri used in the fire sprinkler systems shall be listed as approved in CHECKED BY: TMP � injury to any persons or property wherever located, resulting from any action or operation under the 3.01 EXAMINAnON OF PREMISES supporting steel to the building construction. Where additional steel members are required for hanging the the 'Rre Protection Equipment List" as published by Underwriters" Laboratory, Inc. Certain equipment and � contract or in connection with the work, and undertake the promise to defend the General Contractor lines in areas with special conditions, the steelwork shall be provided as port of the general controct. material has been listed by manufactu ' a umber in theses specifictitions. These listings I I against all claims resuffing from any such damage or injury. A. Before submitting proposals for his work, each bidder shall be held to have examined.the premises and . . are to set the standard of design and appearance and similar equipment by listed approved manufacturers I satisfied himself as to the existing conditions under which he will be obliged to operate, or that will in any E. On steel, plastic and copper piping, there shall be a hanger within two feet of each elbow or tee. or listed as hereiribefore specified will be considered for approval. All materials used in these systems shall N "... . "I � B. The contractor will be held responsible for the execution of a satisfactory and complete piece of work, ' manner affect the work under this Contract. No allowance shall be made subsequently in this connection in Additional supports shall be provided for v&es, strainers, and other equipment in the pipeline. be listed in the *Fire Protection Equipment List" 'end shall bear the proper label as identified therein. j ��g PROF "' I, .e<� �_, I 1� �., in accordance with the true intent of the drawings and specifications and all bulletins and addenda which beholf of the contractor for any error or negligence on his port. �11 � \ � � may be issued during the time of bidding. He shall provide, without extra charge, all incidental items F. All hangers, supports, and other miscellaneous accessories required for the installation of the fire . 1, ... ,�� "I required as part of his work, even though not particularly specified or indicated, and if he has good reason sprinkler system shall be of the types and sizes, and shall be installed in full accordance with applicable B. Approved Manufacturers for Siamese connections and similar fire protection equipment shall be W. D. 11' 1;� I .. I % i 3.02 SPACE AND EQUIPMENT ARRANGEMENT Allen, Elkhart, Fyr-Ryter, Potter Roemer, Seco, or Standard. . ! for objecting to the use of any matenial, appliance or method of construction as shown or specified, he NFPA bulletins. All such equ-ipment shall bear UL labels as required. shall make report of such objections to the Owner's Representative, and obtain proper adjustment before be responsible to see that equipment proposed by him will fit the spaces available. C. Approved Manufacturers for sp6nkler heads, water motor gongs, alarm valves and related equipment shall OREGON � : the Contract is made, and shall proceed with the work, only with the understanding that a satisfactory job 2.02 SLEEVES I In certain instances he will note that the equipment is mentioned by name in the equipment schedules. In be Reliable, Viking, Grinnell Automatic Sprinkler of America or Star. r_/ *-� I K-� _.ORPE.3GON N_ � I ? N� P �� is required. ,,\ ��Ivl Q� these cases it is the equipment whose dimeneions and connection arrangements have been used for the () . 13,12: ,�,�� _11y, I / �'J A. Each and every pipe, regardless of material, which passes through a masonry wall, roof or other portion 4 �� I 1 3 M,0 . f � preparation of the layouts shown on the working drawings. Should the use of equipment by other approved D. Approved Manufacturers for other valves and appurtenances shall be Crone Co., Walworth, Stockham, 11411 , �� A <)?, 1.05 DRA%INGS AND SPECIFICATIONS of the building structure shall be free from the structure and shall pass through a sleeve. spm t� _) :Z.7 _ manufacturers or of other physical shape than those shown on the drawings be proposed, it shall be the Lunkenheimer, Jenkins, Kennedy, O.I.C., Grinnell or Traverse City. 3("ZZ(20 o . A. The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in the responsibility of the contractor making the proposal to submit for approval shop drawings showing the B. All sleeves shall be constructed from 20 gouge galvanized steel or approved substitute and shall be LEX'--PIRES: 12/31/201'2 . ti of the specificetions. . arrangement of the proposed equipment in the space available. Approval of substitution offered without flush on both sides of the surface penetrated. The sleeves shall be sized to allow free passage of the pipe Port 2 Products . - 1-1 ! ,F) I these shop drawings does not relieve the contractor of the responsibility of arranging the equipment in a to be inserted and when this pipe is to be insulated, the sleeve shall be large enough to pass the 2.01 SIAMESE INLETS t3 satisfactory workable installation in the space shown on the drawings. F3 B. Should the drawings disagree in themselves, or with the specifications, the better quality or greater insulation. After the pipes have been installed in the sleeves, the void space around the pipe shall be . ! - i I (a quantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect in caulked with suitable non-hardening ,oculking compound or fireproof fiber. � � M 3.03 MANUFACTURER'S DIRECTIONS A. Siamese inlets shall be flush wall type. Unit shall be complete with chromium plated polished brass I � i W writing, shall be performed or furnished. In case the specifications should not fully agree with the rectangular face plate, with proper cost in identification, caps and chains, all sized and arranged as shown I i schedules, the latter shall govern. Figures given on drawings govern scale measurements and large-scale 2.03 FLOOR AND CEILING PLATES ! .C: A. The manufacturer's published directions shall be followed in the delivery, storage, protection, installation, and required. These units shall be furnished with -angle or straight type bodies as required. All threads shall i 4--p details govem small-scale drawings. piping and wiring of all equipment and material. The contractor shall promptly notify the Owner's comply with the standard threads as used by the local fire department ,:3 A. In each finished space, install a chromium plated secVonal escutcheon on each pipe or hanger rod W C. The *Scope of Work" as hereinbefore stated, is intended to designate the general description of the work Representative in writing of any conflict between the requirements of the Contract Documents and the penetrating a wall, floor or ceiling. Escutcheons shall be sized to fit snugly to all lines and where the lines i : (2 which shall be performed by each of the major contractors. It is not intended to include all items of work, manufacturer's directions, and shall obtain instructions before proceeding with the work. Should the are insulated, the escutcheons shall be fit snugly over the insulation. Where required, these plates shall be 2.02 ALARM VALVES I = >..-I. either generally or specifically, nor is it intended to limit the scope of work where plans, schedules, notes contractor perform any work before receiving such instructions, he shall bear all costs arising in connection proVided with setscrews so that they shall fit snugly against the finished surface. A. Alarm valves shall have retard chambers, trim and accessories as required and drain lines piped to open i ! r_ or standard practice requires the inclusion of other specific items. with the deficiencies. . I hub drains or sprinkler system drain as shown. Valves shall be provided with one set of electrical contacts 2 ,I 0 2.04 DOUBLE CHECK VALVES as required for connection to a supervision alarm system under another section of the work. �'11 0 3.04 CUTTING AND PATCHING ! I 0 D. When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, the � I PQ I contractors shall physically arrange the vystems to fit in the space available at the elevations intended with , when required by code, shall be a complete assembly including tight closing f 2.03 WATER MOTOR GONGS I I � A. The contractor shall nofify the General Contractor sufficiently ahead of the construction of any floors, , ; a) the proper grades for the functioning of the systems involved. Piping, "posed conduit and the duct shut-off valves and test cocks. Assembly shall be similar to Watts 709. @9 i I CL systems shall be coordinated with the building construction, and located as high as possible against the walls, ceilings, roofs, etc, of the openings that will be required for his work. He shall also see that any I A. Install water motor gongs where shown on drawings. Water motor gongs shall be water operated with . 99 C structure in a neat and workmanlike manner. Work shall be concealed in all finished areas unless otherwise and all sleeves that are required for his work are set at proper times so as not to hold up the progress Port 3 Execution outsiide gong and interior water motor, Drain from water motor shall discharge into sprinkler drain or other EZZ4 �= .r of the job. Any cutting and patching required to be done because of lock of proper coordination shall be OR t S noted. floor drain cis shown on drawings. Each water motor gong shall be piped to serve alarm valves as I done by the General Contractor at the expense of the contractors involved. 3.01 D(CAVATION AND BACKFILL Oro) ��j � . .114 3: 1 -W diagramed. Water motor gongs shall be surface type furnished in prime coat for final painting under �0 k�l I 11 � :3 1.06 FINAL INSPECT`IONS another section of the work. . (0 -I - � 8. Do not request the General Contractor to cut any structural members without first having received nd backfill for the installation of the mecheical work shall be accomplished by ��'! 0 ==9 �� = N 0-0 A. The purpose of the final inspection is to determine whether the contractor has completed the work in a written permission from the Owner's Representative. Cutting of round openings which con be done by the each contractor under his phase of the work. All such work shall be included regardless of the type of . .. 2.04 VALVES R9 !6 b. Z � � ; proper and workmanlike manner, that he has apparently installed the work in accordance with the intent of use of a rotary drill may be done by the contractor requiring some. materials encountered in the excavation. All excavation on this project shall be performed in accordance 1 � tts the drawings and specifications and that, in the Owner's Representative's opinion, the' work is satisfactory with applicable sections of Division 2 of the specifications or this article of the specifications, whichever is . �> ��. � Q) 3.05 ELECTRICAL ENERGY, WATER AND SAN[TARY FACILITIES the most stdrigent A. Furnish gate, globe, check and ball drip valves where indicated on the drawings, where required for I � r= V I , for acceptcrice. proper operation and sectionalizing of the systems and where required by governing authorities mentioned =A ifheWinbefore whether indicated or not. . 0 �� a . (D � %_ B. It sholl be the duty of each contractor to personally make the special inspection trip as a whole, A. Electrical energy, water and sanitary facilities required for the construction of this project shall be B. Trenches for all underground piping shall be excovoted to the required depths. The bottoms of the I �i� 4) assuring himself that the work on the project is ready for final inspection. proVided as herein before specified under the Architectural,sections of the work except as follows. All hard and graded to secure maximum fall. Bell holes shall be excavated to assure B. Each valve in the fire protection system shall be of the gate valve type with the exception of valves I � -X: electetcal energy required for welding shall be proVided by the contractor doing the welding in the form of the pipes resting for its entire length on solid ground. Should rock be encounter4 it sholl be excavated to � Q J '5 portable gasoline power generators as allowed by local codes and regulations. a depth of 6 inches below the bottom of the pipe and rock surface shall be filled with send and inch in size and smaller which shall be all bronze globe type. Gate valves 2-1/2 inches in size and . RL >% C. Before making the final inspection, the Owner's Representative must have received the following. ze with screwed end.s. Valves 3 inches in size and larger shall be iron body flanged � C documents or evidence that they will be available at the time of inspection.* thoroughly tamped. Pipe laid in trenches dug in fill shall be supported down to load bearing undisturbed OS & Y, and each of the above shall be With rising stem design. co 3.06 ELECTRIC WIRING OF MOTORS AND EQUIPMENT soil. After the pipes have been tested, inspected and approved by the local inspecting authorities and the . =9_� � C 0D � 0 ance from local inspecting authorities. Owner's Representative, the trenA-.hes shall be backrilled with clean dirt as follows.. C. Check valves shall be iron body swing check bronze mounted with bronze face discs with flanged cap 99 I W A. The Electrical Contractor shall fumish and install all wiring for the installation of equipment. furnished and flanged body in sizes 3 inches and larger and bronze body screwed end in sizes 2-1/2 inches and I 01� 0 f the work. The Electrical Contractor shall furnish all disconnect switches as required 1. Backfill shall be installed in layers 12 inches deep, adequately tamped and wet down end flush before � ::3 2. The letter of compliance from the Mechanical and Electrical Contractors. for the proper operation of the equipment unless such equipment is specified to be factory mounted. smaller. Valves shall be Underwriters' Laboratory listed and labeled. PA 2 the second layer of earth is laid in place. This process shall be continued untl the trenches are filled. No I P � "a 3. AJI data called for in the "Records for Owner, article of this section of the specifications. roots, rocks or foreign mateft of any description shall be used for backfill. Excess materials and debHs � . a S. Each contractor shall note that the electrical design and drawings are based on the equipment shall be removed from the site. Any special backfill material shall be provided as hereinafter specified and D. Ball drips shall be autonnotic bell drip Underwriters' Laboratory listed with plain open end or screwed end R2 cma 1.07 UTILITIES . scheduled and shown on the drowings, should any contractor subryfit for approval equipment requiring as shown on the drawings. . as required for installation in the piping system ond proper connection to drain system. I � C0 changes to the electrical design for which the Electrical Contractor will request an extra, this extra shall be . - i 'd by the contractor providing the equipment requiring the change. 2.05 SPRINKLER HEADS I i C) : pat i ,7 A. The location, size and elevation of sanitary and storm sewer mains, the location, size and pressure of 2. All excavating and backfilling shall be done in a manner so as not to disturb structure and any sh-oriing I i 0 . required shall be furnished. 1 :6.0 water and gas mains, and points of serVice entrance are shown in accordance with data given this office 3.07 QUIEr 0PERA11ON A. This contractor shall furnish and install all sprinkler heads for the complete installation of the sprinkler I ; 0 by various departments of cites, utility companies, and representative of the Owner and/or Landlord. The . � W facilities and shall obtain approval of all governing authorities mentioned hereinbefore. Sprinkler heads in all I .0.4 ' 3.02 SCAFFOLDING, RIGGING AND HOISTING . .- points of connection to the 6rity lines are approximate only and shall be verifiled by the contractor bidding = A. This work shall be installed in such a manner that u ti of load it shall operate without areas except those with floor to ceiling height of 8'-O* or less shall be rough bronze up right, pendant or i 0 'each portion of the work. Each Vidder shall include adequate funds in his bid price to cover all costs of nd or vibrart-on which is objectionable in the occupied spaces in the opinion of the Owner's A. The contractor shall furnish all scaffolding as required for the installation of his work. He shall either ide wall types as required for the particular location. In areas with ceiling heights of W-0, or less use I sou st i -� connections to utility lines regardless of exact location and shall hold the Owner harmless as to additional . I M Costs or extras regarding the utilfty connections. Representative. In the case of moving machinery, sound or Vibration annoyingly noticeable inside its own arrange with the contractor for servicing in connection with any rigging and-hoisVing required or provide his concealed type -heads with flush disk type closure. Heads shall be similar to Grinnell Cleonline. . . .. __A 0- room can be considered as objectionable. . own equipment to hoist apparatus to be installed by him into place. Each contractor shall see that any ' I - ---- . 0 1.08 GUARANTEE . . equipment too- large to permit' passable through normal doorways and access ways is brought to the job 2.G6 SPRINKLER HEAD ESCUTCHEONS . I . %#.- END OF SEC'TION not delivered in this manner shall be disassembled and reassembled in the proper location. Equipment Issue Date: 3-23-2012 0 >% A. All materials, equipment and workmanship shall be guaranteed for a period of one year from the date specified to be factory assembled and tested prior to shipment shall not be disassembled for installation A. Each sp(inkler head, except concealed type, installed through a finished ceiling shall be provided with on . . I . � r_ of acceptonce of this project, except that where specific equipment is noted to have extended guarantees, into the building. escutcheon. Escutcheons shall be one piece metal construction fabricated to property fit piipe and cover � W , ceiling opening and shall be furnished with brushed chrome finish. REVISION INFORMATION � CL the contractor shall be responsible for the proper registration of these guarantees so that the Owner con � 2 make all proper claims should future needs develop. All work found to be defective shall be repaired or * ) CL replaced by the contractor without -any charge to the Owner. 3.03 JOINING OF PIPING SYSTEMS 2.07 SIGNS 0 I = i 4-00 � Part 2 Products A. Threaded and coupled piping systems shall be joined with properly lubricated screwed joints. Pipe shall A. On each valve and at each control point, furnish and install a red enamel sign with white numerals RE-FER-.ENiTCE, ONLY 1 122! be cut smooth and square and oil burrs shall be removed with a reamer. Tapered threads shall be properly indicating the duty and operation of the valve or control. Signs shall be attached to valve stems by . � 0 S PERNUT � 0 2.01 MATERIALS cut on the male end of the pipe and shall be a sufficient number so that when the pipe is pulled up suitable brass chains. Signs shall be sizes and arrangements as approved. N L� - i 0) tight in the coupling, at least three full threads remain exposed. Joints shall be made fight with graphite OrT APPROVED WITtl THE * I .,a A. Materials utilized in the construction of this building shall be new, and of the quality indicated and, and oil applied to the pipe threads only and not the fittings. No pipe thread coulking compound shall be Part 3 Execution � 1�: unless otherwise noted, be manufactured in the United States of America. Manufbcturers" names are used. On galvanized piping systems after the piping has been fully assembled and tested, all exposed ! �12 threads shall be pointed with a heavy coot of red lead or other rust inhibitor point 3.01 PIPING SYSTEMS i C3 mentioned herein. Products by the named manufacturers have proved to be satisfactory under similar i a) conditions of service. W . B. Welded piping systems shall be made by the electric arc welding method in accordance with the A. All piping materials for fire protection systems with the exception of underground piping as hereinbefore � W . standards of the American Welding Society. Piping shall be cut smooth and square and -all burrs removed specified and air piping shall be standard or lightweight black steel pipe, 175 psig minimum water working = S. Where a manufacturer's name appears in the specifications, it is not to be construed to mean that 1-_ equipment by the named manufacturer does not have to fully meet the requirements detailed in the with a reamer before welding is begun. Welding electrodes shall be of the material compatible with the pressure, butt or lop welded construction or copper water tube as specified in NFPA Bulletin 13. All fittings 0 4.; piping materials used and shall be coated and of the diameter as recommended by the manufacturer for furnished for use on these systems shall be capable of with standing test pressure as required by 0 = specifications. All similar equipment provided for the project by any one contractor shall be of the same N 0) the type and thickness of work being done. Welding fittings in the form of tees, crosses, ells, caps, regulatory authorities, CA .- manufacturer whether furnished under the original contractor or under a change order, unless specifically . � $_ reducers, etc., shall be used on all piping except that shaped nipples for both 45' and 97 may be used I � >% . i R specified to the contrary. I CL to top mains when the pipe size topping the main is 1/2 or less than 1/2 the pipe size of the main. B. At the contractor"s option, he may join piping systems by welding or use of groove type joints and ; i 0 Weld-o-lets or thread-o-lets may be used on all piping systems where tapping pipe is 2-1/2 inches end . couplings in lieu of screwed assembly wherever this method is approved by the regulatory authorities. � 0 C. No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager. ! i .6 � I smaller and the pipe to be topped is 3 inches in size and larger. Chill or back up rings will not be U 2.02 CODES AND STANDARDS permitted. All we-Ids shall be carefully chipped and thoroughly brushed clean after each pass. Electric C. Where pendant type sprinkler heads are to be installed, the feed in the branch line shall be installed . - % with the outlet facing down and the pendant drop extended directly to the head. Branches shall be properly 7- current for welding shall be provided by the contractor's portable generator as hereinbefore specified. . � 0. lined so as to provide for a square straight even pattern. Drops to pendant type sprinkler heads and 1 N A. AJI materials and workmanship shall comply with all applicable local, county, state and national codes, .1 ceiling files without offecting the position of the ceiling tiles in the suspension vstem. ; N specifications, ordinances, utility company regulations and specified industry standards. C. Grooved type coupling system shall be installed in full accordance with the coupling manufacturers �1; published instructions. Pipe shall be properly and squarely cut and reamed as hereinbefore specified for M .. co B. In case of a difference between building codes, specifications, state laws, local ordinances, industry screwed piping before the groove is cut with a proper grooving machine. Couplings shall be fabdcated with 3.02 INSPECTOR'S TEST AND FLUSHING CONNECTION N I V-4 a housing made in two or more parts of malleable iron castings in accordance with Federal Specifications . 0 standards, utility company regulations and the Contract Documents, the most stringent shall govern. The 2Q-1-66c, Grade 11. Couplings and gaskets shall be molded synthetic rubber in accordance with ASTM A. This contractor shall furnish and install the necessary inspector's test connections and flushing � �N� contractor shall promptly notify the Owner's Representative in writing of any such differences. Should the I r%1 contractor perform any work that does not comply with the requirements of the applicable building codes, D-735-61, Grade R715EZ. Coupling bolt shall be oval neck, track head type with hexagonal h-eavy nut per connections as called for on the drawings and as required by governing authorities mentioned hereinbefore. � Restaurant#: 0457 ;� ASTM-A-183-60. All pipe fiWngs used with grooved type couplings shall be fabricated of malleable iron Capped nipples not less than 4 inches long shall be proVided at the ends of cross mains for flushing the � � state laws, local ordinances, industry standards, utility company. regulations, he shall bear all costs arising system. ! in correcting these deficiencies. costing in accordance with the Federal Specification QQ-1-666CM, Grade 11, and the some weight as the ! � I � _0 piping connected. For assembling the couplings, the pipe ends and outside of the gaskets shall be coated i . . 1 7-4 3.03 SYSTEM DRAINAGE RED LOBSTER 457 � R C. In addition to the local, county, and state ordinances, the utility company reguleons, the following r graphite paste. AJI pipe grooving shall be in accordance with the manufacturer's I ; AL I ; .-_1 industry standards and codes shall apply as applicable, except that where the requirements of this specification contained in their latest published literature. A. All piping systems shall be pRched back to the risers unless otherwise indicated. Furnish end install RENOVATION : if � � specl ication are more stdngent then the following standards, they shall take precedence: necessary drain valves or plugs for each section of the i ing system and for those settions which cannot � .§ 1 PIP I be drained at the riser, install valves and caps at low points. Drains shall be provided where required for ; I AGA - Arne* n Gas Association � n0a � ILI 0 I" AIEE - American Institute of Electrical Engineers A. Transmission of vibration or structural bom noise to occupied areas of equipment installed under this proper drainage of. systems throughout and shall be properly discharged to floor drains or other approved ..- __ I 0� AMCA - Air Moving and Condifioning Amciation contractor will not be permitted. Contractor shall furnish for approval, data showing disturbing frequency, locations. 11 - - . 10330 0 ASA - Ame6con Standard Associiation supported weight static deflectiion, efficiency and calculations supporting some for each isolator he proposes . if M ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers to use. Equipment shall be manuf=tured by Amber Booth, Korfund, Mason IndusHes, Vibration Eliminator, ATTENTION! ; cm ASME - American Society of Mechanical Engineers Vibration Moun�ngs, or Consolidated Kinetics CorporaUon. 3.04 INSTALLATION i i=1 I 11 0,� ASTM - American Society of Testing Materials . . A. All sprinkler piping shall be installed in accordance with the requirements of NFPA 13, State Building GREEN13URG ROAD 0 B. All isolators shall be selected and certified, using published data, to limit vibration transmission to 10% �- AWWA - American Wchr Works Association Code, State and Local Fire Marshall Standards and all other governing agencies having jurisdiction. � - 9! IES - Illuminating Engineering Society for equipment located on floors in direct contact with grade and 5% for equipment located other than the a NEC - NaVional Elect6cal Code above. Should any noise or vibrations be objectionable as determined by the Owner's Representative, filed %... 0i 0 B. This Contmctor shall review the Plumbiing, Heating ond Electric drawings to verify areas where his work i in NEMA -National Electrical Manufacturers Association instrumentation tests and measurements shall be made by the isolator manufacturer or his representative may interfere with other trades. I = NFPA - National Fire Protectlion Association to determine the source and cause of such disturbance. Any noncomplicme with these specificctions shall i co i " SMACNA - Sheet Metal and Air Conditioning Contractor Notional Association be correcteti by the contractor in a manner satisfactory to the Owner's Representative at no additional TIGARD, OR I C. All piping run through heated areas shall be a '*wet* system and all piping run through unheated and . ! UL - Uriderwriters' Laboratories cost SHOP DRAWING SUBMITTING � 0 attic areas shall be 'dry" system, complete with dry pendant heads, sloped piping and drains as required. I I J I D. In addition to those codes and standards hereinbefore mentioned, fire protection systems shall be "'Net' piping may NOT be run through unheated areas for any reason regardless of whether covered by ENGINEER OF RECORD XLL REJECT ANY SUBMITTAL OF SHOP DRAWINGS THAT '? installed in accordance with all applicable portions of the NFPA Standards and particular attention is called insulation. C4 DO NOT INCLUDE THESE ITEMS. I i LM to the following bulletins.- BulleUni No. 29A, "Gate and Check Valves; Bulletin No. 13, "Sprinkler Systems*,- FIRE PROTECTION 0 3.05 FOLLOW-UP I 0 Bulletin No. 23, 'Fire Department Connections'. "4 1 7-4 I ALL REQUIRED SHOP DRAWINGS, EXCEPT AS HEREINAFTER SPECIFIED, SHALL SPECIFICATIONS .--' i C A. Flush and test system as required to assure there are no leaks. Any water damage shall be repaired or �� .0 2.03 SUBMI'TTAL DATA replaced at this Contractor's expense. Perform tests to insure adequate pressure and flow conditions for BE PREPARED AT A SCALE OF NOT LESS THAN 1/4 INCH EQUALS ONE FOOT I fA BY THE CONTRACTOR. CONTRACTOR SRk1 SUBMIT PRINTS AS HEREINBEFORE 4 > *Ge " ect the system. Test data shall be charted and forwarded to the Architect for Owner's records. �, .- A. The submfttol data shall be handled as hereinbefore specified in the neral Conditions s on of DESCRIBED UNDER 7SUBMITTAL DAT9, I� 10, these specifications as specified for "Shop Drawings'. I � M : END OF SECTION 9 � � QE ........................... 1 W I _.- -1 -- I I S. Before submittal of all data, the contractor shall check each piece of apparatus, equipment and I E � E accessory to insure comptionce with requirements of the plans and specifications and shall clearly mark I a � each submittal with his signature to indicate that they are in full compliance. Any submittals received � " � 10--1 , � � - without the controctor's signature may be returned without being checked. It shall be the contractor's I I V4 , i 0 1, responsibIlity to point out all deviatons between the plans on,d specifications and the materials submitted. , ! E�L � W� � b I � � tu I I I I' " � 0 - I ....__... I I 11 11 - .... . � � - -1 - . .-... - - . . 11.11, I - - - . . ..-....--- - - - . 11 ,.-I'll'', - � - - 11 - 1.11''. . � . ___ � - .... . I.....'' I "I''. , , �� Ce. � 0. � . - � .