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Permit PG07-080 - THE CHEESECAKE FACTORY
THE CHEESECAKE FACTORY 230 STRANDER BL PGO7-080 Parcel No.: 5379200241 Address: Suite No: 230 STRANDER BL TUKW Tenant: Name: THE CHEESECAKE FACTORY Address: 230 STRANDER BL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL , LOS ANGELES CA Contact Person: Name: DOUGLAS MIDDLETON Address: 17701 MITCHELL N , IRVINE CA Contractor: Name: AMERICAN MECHANICAL CORP Address: PO BOX 1136 , MONROE WA Contractor License No: AMERIMC071BH DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW 10,252 SF RESTAURANT Value of Plumbing /Gas Piping: $0.00 Fees Collected: $1,801.25 Plumbing Bathtub or combination bath/shower Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.cLtukwila.wa.us PLUMBING /GAS PIPING PERMIT FIXTURE TYPE AND OUANTITY * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 949 637 -1135 Phone: (206)467 -6407 Expiration Date: 01/08/2009 Uniform Plumbing Code Edition: 2003 International Fuel Gas Code Edition: 2003 Steven M Mullet, Mayor Steve Lancaster, Director PGO7 -080 06/04/2007 12/01/2007 Plumbing (cont.) O Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and/or vent 2 O Industrial waste treatment interceptor, including 2 its trap and vent, except for kitchen type 0 grease interceptors 1 O Repair or alteration of water piping and/or water 38 treatment equipment 1 0 Repair or alteration of drainage or vent piping 1 7 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 29 Medical gas piping (6 +) inlets /outlets 0 20 Gas Piping 2 Gas piping outlets (0-5) 5 8 Gas piping outlets (6 +) 25 doc: UPC -10/06 PG07 -080 Printed: 06-04 -2007 Permit Center Authorized Signature: I hereby certify that I have read and e - ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ' whether specified herein or not. The granting of this permit does . t presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe;fprman' — work. uthorized to sign and obtain this plumbing /gas piping permit. Date: b 6 7-6 7 Signatur doc: UPC-10 /06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG07 -080 Issue Date: 06/04/2007 Permit Expires On: 12/01/2007 Print Name: C Steven M Mullet, Mayor Steve Lancaster, Director Date: 6(4 ( 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PG07 -080 Printed: 06-04 -2007 Parcel No.: 5379200241 Address: Suite No: Tenant: 1: ** *PLUMBING AND GAS PIPING * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 230 STRANDER BL TUKW THE CHEESECAKE FACTORY PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: PGO7 -080 ISSUED 03/29/2007 06/04/2007 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. PG07 -080 Printed: 06-04 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance work. Signa doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Print Name: ✓ 1 6 Date: - ( 1 - 6 7 PG07 -080 Printed: 06-04 -2007 2 3 d� ✓� /�/�'f��'� Site Address: Tenant Name: CITY OF TUKWILA Community Developmetepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www ci.tukwila.wa.us Contact Person: E Address: Contractor Registration Number: Company Name: 5/// fl%&// 4 Mailing Address: 2'94 gs. Contact Person: 4.7 .Se/ 4 ✓/ E -Mail Address: I2#2 105// — . av#1.1 QMpplatimu\F«ms- Appfiadons On Lbu13d006 -Permit Applatio Ldoe Revised: 9-2006 bb Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: 11W -mica Suite Number: New Tenant: City Floor: .... Yes D ..No Property Owners Name:____________ , L7 Mailing Address: • Zip State Company Name: Mailing Address: • State aty Day Telephone: Fax Number. Expiration Date: Company Name: Mailing Address: j924, A E gL/ z... 5E eAt E6 7 State riP Contact Person: 464/4 d / , 4 1 " SA . G4Ode-4 Fax Number: 714 • '797 ' 7/Ts Day Telephone: I�4 .712 •973¢' state Tip Day Telephone: 9 774 '7147 Fax N u m b e r . 91 . 7 7 '512 Page 1 of 6 Valuation of Project (contractor's bid pr $ ding Valuation: $ Scope of Work (please provide detailed information): GO/7N ,� or rp Will there be new rack storage? ..Yes ❑ -No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? . ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /C Sprinklers I/ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes kr No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q AAppiicatian\Fonns- Applications On Une3-2006 - permit Appiication.doc Revised: 9 - 2006 bh Page 2 of 6 i ' • X0 1 IIIII ts "9 m` � "r t� , ' , ' g .r fi_ : f r a r � x 4 a x �5� v as e� a as - ' Q — s ° • =zn _ � 2372 Valuation of Project (contractor's bid pr $ ding Valuation: $ Scope of Work (please provide detailed information): GO/7N ,� or rp Will there be new rack storage? ..Yes ❑ -No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? . ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /C Sprinklers I/ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes kr No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q AAppiicatian\Fonns- Applications On Une3-2006 - permit Appiication.doc Revised: 9 - 2006 bh Page 2 of 6 02 -04 -07 16:07 From -THE CHEESECAKE FACTORY 19492619614 T -394 P.02/03 F -876 APR - 2007 63106P FROM: CRO E 4 ,. RING GROU 7148416000 ):919492619614 ' P. 02 -04 •07 10:51 FroP1HE CHEESECAKE FACTORY IOdf610614 T -a06 P.92/98 F -9t6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Narita Melling Address CoAmct Pcsson: Q:u„Ue+Uon,A.■.AV o. thWo=41 •,a+.s imaouof.Aho 34viseit 0.2006 E-Mail Address: COUIZSCON Registre iaisNumber: Va1wtion of Plumbing wok (eeatractor'e bid price): $ V c luton of On Piping wo* (cotmst o 's bid Pte): $ Scope of Work (please provide detailed iafashtti Building Usa Geer iat ' 1 8uilding Coctc): Occupancy (par Iac'1 Building Cato): • Utility Purveyor: water: , Sewer: Indicate the ofpltehb1ag istures =Liar gas piping autle s beteg insbried and the giatity blow: ^ , ^_P (21.l. , . .. — , ` i •: 1 . l N is • ' 7 �ii: 1 .T r ,� i in" ( LAE ts . tFs . � , q '� '." 1•. V l d li• r :.:% I � •`.,,• ' l 4 ,L�12u.�.w. r,17 5 1�...1�4.�. M�10 �1. sN C � c - � v' 1 • _ M.::'� - , f u ., �..:i_... { .... +... 1. m. besh/9haw • [7 O csy Pay Telephone: Fax Number. fiq3irstion Date Received 02 - 15 :18 From-7148416000 To-THE CHEESECAKE FACTO Page 02 Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: Print Name: Mailing Address: Date Application Accepted: .Z Q:1AppliutionsWonns- Applications On Line\3-2006 - Permit Application.doc Revised: 9 -2006 bh ED AG Date: 2/ At'4 '7 Day Day Telephone: / 5 L41 State Date Application Expires: Staff Initials: Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01547 Initials: JEM User ID: 1684 Payee: 5379200241 230 STRANDER BL TUKW THE CHEESECAKE FACTORY AMERICAN MECHANICAL CORPORATION TRANSACTION LIST: Type Method Description Payment Check 18243 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLUMBING - NONRES 000/322.100 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 07/31/2007 03:09 PM Balance: $0.00 0940 08/02 9710 TOTAL PGO7 -080 ISSUED 03/29/2007 06/04/2007 58.00 rim! Reraint -OR Printed 07 -31 -9007 Receipt No.: R07 -01019 Initials: JEM User ID: 1165 Payee: AMERICAN MECHANICAL CORPORATION TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : //www.ci.tukwila.wa.us 000/322.100 000/345.830 000/322.100 RECEIPT Parcel No.: 5379200241 Permit Number: PG07 -080 Address: 230 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 03/29/2007 Applicant: THE CHEESECAKE FACTORY Issue Date: Amount Payment Check 18026 1,801.25 Account Code Current Pmts 263.00 350.25 1,188.00 Total: $1,801.25 Payment Amount: $1,801.25 Payment Date: 06/04/2007 03:40 PM Balance: $0.00 8889 06/04 9716 TOTAL 1801.25 rinr RanAint -OR Printari: 0A -(14 -7007 I I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 INSPECTION RECORD Retain a copy with permit COMMENTS: Approved per applicable codes. Corrections required prior to approval. I Date: / 0 1‘ 1- 07 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206031-3 0 Projgct: � — Type of Inspecti n: Die ('hP r► ASP ddress: I— In1141— �1 ..Lt v:,bi-\n Date Called: 2.30 S T A D D P _ Special Instructions: Inspector: • Date Wanted: / Requester: 20(o: 7 Date: I mo - )- _p VA Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FE REQUIRED. Prior to inspection. fee ust be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 1 l INSPECTION RECORD INSPECTION NO. Retain a copy with Permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 p � (206)431-3670 Type o Inspection: '= 'T i�v Date Called: rojec : (1 4erC' ° t e 4 - Address: Special Instructions: Date Wa. d - a.m. Requester: Phone No: PAITAMI 0 $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. �ipt No._ fa. Approved per applicable codes. • „ Corrections required prior to approval. Project: A ,4 _. o '-c_ Type of spection: 40 0 / d' . Address: Date Called: Special Instructions: 1(-) D/ z393-o/ Da e Wanted: / . ;. --0 p.m. equester / Phone No 5o� — S3s - 519? Z _ , I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: tom'`+ +'' - �____- �`• -"�� "� PER Project: Type of Inspection: Address: 20Y, 54^ C/10 4, Date Called: Date Wanted: ..-- Cim. 20--K97 p.m. Special Instructions: Requester: Phone No 5 — 535 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Li p/ f /i j f17--) )-7 ••••••■■ ..1:411.• D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Project: _ .... Type of Inspection " ...... Ad•ress: .-2 Date Called: ; Air Special Instructions: Date Wanted: a.m. Requester: Phone No: 2c6-335 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: e-- El $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. /4. Projgcy. C tler'Se Celdr i L4E-j--- Typed Inspectio_Q: WO2 ,e)e,5_ 6 off-6 Address: 220 574ra ....04..- i 0 15- Date Called: Special Instructions: __............. Date Wanted: a.m. Requester: Ph7Nz .....3 .9 r......479/7 • m. INSPECTION RECORD Retain a copy with permit INSPE 1 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: k i,p7of, 7- /"-,/, 3 (6, g . -7 f ,6 40 $58.00 REINSPECTION E REQLKRED. Prior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: /e /2(_ <ir'' f4Ili° Type of Inspection: P-' r Address: 3 a -.5 li L Date ll�d: S , FiC,[� Special Instructions: Date Wanted: J 5 _.5----0 p.m Requester: Phone No: l8a 27g - /2' 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: IDate:� El $58.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Projec5tt: G`iv��l�r�P 1 --- r - 7 7 T y a ' ' j � ' /� riPh-lis Address: ��JJ � O`- 40l4P6✓ .6 Date Called: Special Instructions: Date Wanted: 7 - '--a p.m. Requester: Phone No: - ,227..../, 2" INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / OA $58.00 F INSPECTION FEE EQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Po-o= 5 a Proje t: Ci.� s(cct � �/ P a( Ty / . / C/ �� , � " e9Af l//H (T '/ Address: 23os7HA �- B L . Date Called: Special Instructions: Date Wanted: /_ ‘,/---0-7 m . Requester: P' - X2.7 - t0 6 INSPECTION RECORD Retain a copy with permit INS ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 f 607 -0'0 I PEAT NO. (206)431 -3670 0 Approved per applicable codes. D Corrections required prior to approval. $58.00 REINSPECTION FE l REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Date COMMENTS: ?4'/L t 7 . /,7A 3 'Receipt No.: Project: TAP ��1t°r'S Type of Inspection: D) --//v hpluknb Address: a23 D _s 84— Date Called: Special Instructions: Date Wanted: S 3o- 0-7 a m. Prim. Requester: Phone No: 2 0 c - ?2 '7 / /2 C INSPECTION RECORD Retain a copy with permit , P&o 7 -o ff INSPE O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 ID Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 2 / hf J l , f7 U/ -gee l/c. ❑ $58.00 EINSPECTION F" REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro' ct: fl)°rsr(1�-l��( Type of I spection: / 1 / i� -, v �� �, Address: Date Called: Special Instructions: Date Wanted: �In, .m. Requester: Phone No: a 06 - Z Z 7- / 472 U INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 SI ?II, 7 -OW PERMIT NO. (206)431 -3C7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,&,4 nr, 7 '; ,f.ej /V,, i" s /'i/ $58.00 REINSPECTION Ft=E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project / L , ,,,,,,.,,, , _c Type • Inspection: ..4 ".0 Address 2, 9 Aeff mate Called: 1 Special Instructions: 'bate Wanted: 60 0_3 dije, p.m. Requester: Phone No: 74 INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT N CITY OF TUKWILA BUILDING DIVISION g, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 El $58.00 REINSPECTI FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: p4 Zarl, 2 k7e (/(/ ) -1 t/f/-eL .1 1 (p< ;/ p4-7- 4 hci Se b;4 COMMENTS: J , Type of I pection: / //S L / /Vr' /, Gc,9 7/ nt./7 Address: � 9-70 --S Ax%1 a l./ ( / G,., // 7 / 49 f,"/-e.. -( r -1 /, _i Kes 1 / ,✓ 6,, ,7 7 / of ` Date Wanted: ( - z- %-7 Requester: �; / 77 (A.- 4 // i s -/ i9» ,7i( " p 77 j 4 44..± 1460 1(. (/ ehl-ne) /*-' 54- 4A)/lv ,, c766 G 1.vr Lvn // P17 /A/ gox -f%V /24) ; v - 'f -lr/S /I7 /Ai?/ 5 �� / �R - , 74/,x, ,& _ ✓ .495, -/h, -651 ir9P / -" '/p /"" ! 3 710O&th 1 /1 - A 7/1,4-,v,. Project: Type of I pection: Address: � 9-70 --S Ax%1 a Date Called: Special Instructions: . Date Wanted: ( - z- %-7 Requester: a.m. p Phone No: . cG - 22-7 - /`� /Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. j 7-eo P IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. Inspecto .00 REINSPECTION FEE REQUIRED. /rior to inspection. fee must be aid at 6300 Southcenter BI vB , Suite O. Call the schedule reinspection. [Receipt No.: /AiYNt7 / 7c Da 'Date: 0 a Prro' � t` r°�S� 6.' Type Inspecti n: ,� `Y (5)1 - / �U J"� ,* Address: �`� c') L..� (7-� /Loef , 3 C Date Called. Special Instructions: Date W nted: �Rd21 -- 411 Z3 a — ) p.m. Requester: Phone No: . )G --772 -7 /3 INSPECTION RECORD Retain a copy with permit PGe2 lJ�._..1D INSPECT' N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (26)431 36 0 El Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 1.,) L/G/SP —, t / /.�Ccl l /liGi • s " S $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec • -"/---.&.. Type of 1 - ction: ,,/� / � /_i/ • Address: Date all d: Special Instructions: Date Wanted —� � a.m. P• m Requester. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $58.bREINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: '4011C 1/4 Proje : --- Type of Inspectio , Address: / 2 . .9k.,,, /5 , Date Called: �- Special �Instructions: /dr / Date Wanted 7/ C a.m.. Requeste - � Phone No: .r — t 7,3=s � � INSPECTION RECORD., Retain a copy with permit INSPE ON NO. PER IT NO. CITY OF TUKWILA BUILDING DIVISION A)431-3670 6300 Southcenter Blvd., #100, Tukwila; WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / �t �� i - �j� ,'2 l-' // / it -e ���' C E] $58.0 EINSPECTION ' REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pr c y� J r ( lioOf�CG i P r4Gt Typ f In / +X- au tl 6 Aid Address: Dat Special Instructions: Date Wanted: a.m. y � Requester: Phone No: ac4 -775' 7 /3o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 206)431 -3 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: / Type of Inspection: Address: 2 -70 ,s Aettisi .4. Dice Called: Special Instructions: Date Wanted: 3- // m. 22 Requester. SSS"' Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: i A_ 2- /-‘ h 2 El $58.00 REINSPECTION ICE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Project: / j h l ��r icy= l MCP Type of In emii � ' LL��JJ 11' ,� C�ie Address: - 30 -3 ; `� ; Date Called: Special Instructions: � �. Date Wanted: /� _ O p P.m. Requester: P" M k7 7 - 2 — 7/30 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /7 •spec INSPECTION RECORD Retain a copy with permit 4 Re eipt No.: 'Date: 777,1s7-,e 5/4 4 4 — 4wifdl/- (206)431 -3670 r: Date �.� 6 1,w. , / /L(--r /1) .00 REINSPECTION E REQUIRE . Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. _ _ C, - ., _ _. __ _ Proj i�cyy / Type Inspection: Addre 3 ^ (5 ,? A/ K Called: Special Instructions: Date Wante (a.m.. p.m. Requester: Phone No: 2f — Z —7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 ID Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i1 iht 7� -- V $58. EINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type Af Inspection: 5 Address: )51f.9 3l__- Date Called: Special Instructions: - 7 1 /7 i Date Wanted: E3 -0 - 7 Am.: Requester: 6 / 11,1 7 / /e - — ,/: 57A-LL e..,'" , .."' -- / Project: /A/'' ' ‘X/'5/ - 4,e Type Af Inspection: 5 Address: )51f.9 3l__- Date Called: Special Instructions: Date Wanted: E3 -0 - 7 Am.: Requester: Phone N - 2-2-7 -/ 4 /2 INSPECTION RECORD Retain a copy with permit INSPEcfl1ON NO. PERMI110. CITY OF TUKWILA BUILDING DIVISION 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Approved per applicable codes. Corrections required prior to approval. Inspect ceipt No.: !Date: I ej — 2 1 7 . -- $ d REINSPECTION FEE REQUIR Prilr to inspection, fee must be id at 6300 Southcenter Blvd., Suite O. Call the schedule reinspection. 'Date: COMMENTS: p if? Address: ,_-_-3() ..c/f ._, Date Called: Special Instructions: (d) i e i ;(,-, ,,, 17,7,/ 7 a.m. k•__,' 0 7 -7d 7d 7L ■c, '. • Ai 4 V (No ..i...." ;/...c!?-4 -• i . . -----> ) . / ' Project:, / ;i 4e-"e's." { '' ') ‘4' Type of Inspection: 7- I ( aid)---e' Address: ,_-_-3() ..c/f , ..L- Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 97 7 INSPECTION RECORD Retain a copy with permit ION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSP El Approved per applicable codes. El Corrections required prior to approval. Us. :.00 REINSPECTIO FEE REQUIR . Prior to inspection, fee must be aid at 6300 Southcentkr Blvd., Suit 100. Call the schedule reinspection. 'Date: Pr c : 7°�S(° ,74, per applicable codes. Corrections required prior to approval. Type Inspection , ,,,,, , t ( �V f_ N..._, dd ess: r si r AAjk r n iJ Date Called: Special Instructions: Date Wanted: 7— 23 0 a __ m. Requester: Phone No: ()(,-7--)C-/ --) r 3 C� Approved per applicable codes. Corrections required prior to approval. COMMENTS: jQ "/ " r te ,,J: .� i S f �S <,q�� An/ Q -v _-S' ,� o , A,�. G, /6,6/ � »i,h -., se-,/ 1 INSPECTION RECORD I 3 I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6 300 Southce Bl vd. , #100, Tukwila, WA 98188 Insp-ctor: it $58.11 REINSPECTION FEE)REQUIRE Prior to inspection. fee must'be pal • at 6300 Southcenter vd.. Sui 100. Call the schedule reinspection. R= ei No.: l r� !Date: Date: 7 — z >'- (206)431 -370 Projec 1 1 t i Al2C /ek C Type o spec }ion: Of / 141 (4 J Address: // Date ailed: Special Instructions: Date Wanted: -- ? C .� ate • � "` Requester: Phone No: INSPECTION RECORD Retain a copy with permit . ; INSPECT NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: M . Type of Inspection: (S/(>K f (tic! //c 7/ fl 6 , -,,se . ; , . . e . — w , , - - 4 - L.'., • — J0P/) ( /f S X / <, 4/ /Cl' _ /)., s � , - r a.m. p.m. Requester: Phone a No: OG - 22 7 / Project: , Thy /ree —�A7F Type of Inspection: (S/(>K f (tic! //c Address: ( -R 3 D ,s b , 2- � � � L Date Called: Special Instructions: Date Wanted: o- e. 7 - C '-'7 a.m. p.m. Requester: Phone a No: OG - 22 7 / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. I Date 27- .00 REINSPECT! N FEE R QUIRED. Prior to inspection. fee must be aid at 6300 South enter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: 09 -17 -2008 WEA SOUTHCENTER LLC 11601 WILSHIRE BL LOS ANGELES CA 90025 RE: Permit No. PG07 -080 THE CHEESECAKE FACTORY 230 STRANDER BL TUKW Dear Property Owner: In reviewing our current records, the above referenced property is due to have an updated test of the backflow prevention assemblies installed therein. The test(s) is intended to determine if the backflow prevention assembly is operating in accordance with the manufacturer's listed standards. See attached list for the assemblies which need updated test. Where the test indicates that an assembly must be replaced, the work must be done by a licensed plumbing contractor in accordance with the requirements of a plumbing permit. A subsequent successful test of the new assembly will be required for fmal inspection approval of the installation. In accordance with the Tukwila Municipal Code and Uniform Plumbing Code Section 603.3.3, the premises owner is required to have the backflow prevention assembly tested by a Washington State Department of Health certifed backflow assembly tester. A test report(s) is required to be submitted to the City within 30 days of this notice. If all backflow assemblies pass the required test, the next test will be one (1) year from the date of the successful test report. You will be notified when to schedule the next test. Thank you for your cooperation in this matter. Sincerely, Brenda Holt, Permit Coordinator xc: Permit File No. PG07 -080 PGO7 -080 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Page 1 of 2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Assembly #1 Type of Assembly: RPBA Manufacturer: WATTS Model: 009QT Size: 0.5 Serial No.: A02465 Date Inspection Due: 10/04/2008 Assembly #4 Type of Assembly: RPBA Manufacturer: WATTS Model: 909HWRPZ Size: 0.75 Serial No.: 31655 Date Inspection Due: 10/04/2008 Assembly #7 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 BACKFLOW ASSEMBLIES THAT REQUIRE TESTING: Assembly #2 Type of Assembly: RPBA Manufacturer: WATTS Model: 009QT Size: 0.5 Serial No.: A10410 Date Inspection Due: 10/04/2008 Assembly #5 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: Assembly #8 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 0 Assembly #3 Tylp of Assembly: RPBA Manufacturer: WATTS Model: 009QT Size: 0.5 Serial No.: A10474 Date Inspection Due: 10/04/2008 Assembly #6 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: Assembly #9 Type of Assembly: Manufacturer: Model: Size: Serial No.: Date Inspection Due: 0 PG07 -080 Page 2 of 2 July 18, 2007 Douglas Middleton 17701 Mitchell N Irvine CA 92614 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Permit Application Number PG07 -080 The Cheesecake Factory — 230 Strander B1 Dear Mr. Middleton: This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit revision can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl NC-40 Marsha1P echnician xc: File No. PG07 -080 Cizy of Tukwila P:\Pecmit Center Cornction Letters \2007\PG07 -080 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: July 2, 2007 Project Name: Cheesecake Factory Permit #: PG07 -080 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised plan proposal for the ejector pump is not an acceptable solution for the buildings sanitary sewer. The 2003 UPC specifically states where practicable, all plumbing fixtures shall be drained to the public sewer or private sewage disposal system by gravity. Where the building is at the ground breaking stage and no grade beams have been formed, it is feasible to provide an engineered design for a plumbing drain port or sleeve where the plumbing can be routed through grade beams at the appropriate height for drainage out of the building without requiring the use of an exterior ejector pump. Provide a revised plan for the drainage system which will indude an engineered design for plumbing passing thru grade beams. Or submit substantiating documentation to demonstrate the installation of the ejector pump system is the only possible solution. (2003 UPC 709.0) Furthermore, for an injector pump system design, it shall require additional safeguards in case of per or pump failure in addition to what was proposed on the plan. In addition to the alarm system, documentation shall be required to show the pumps to tied into an emergency power system should there be a power outage where sewage could potentially fill the grease interceptor or cause a sewage overflow. Calculations will require drainage and pump system stung with discharge flow capacity that show the pump(s) are capable of handling the potential flow capacity as well as handling a power outage. One concern is the pump(s) could potentially run for an over extended amount of time and break down. (2003 UPC 710.5, 710.9) 2. Please note that in ether case all drawings and engineering shall be wet stamped and signed by the engineer. Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: PG07 -080 DATE: 07 -20 -07 PROJECT NAME: CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # I After Permit Issued DEPARTMENTS: Build! g I ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -24 -07 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined ingomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route PERMIT COORD COPY , PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2-28-02 Fire Prevention ❑ Planning Division Structural Incomplete Structural Review Required ❑ Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08 -21 -07 Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: B g Divlslon Public Works Complete Comments: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -080 DATE: 06 -21 -07 PROJECT NAME: THE CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUTING: Please Route Fr Structural Review Required REVIEWER'S INITIALS: l� k+ Bldg DATE: Planning Division C Permit Coordinator ❑ DUE DATE: 06-26-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 07 -24-07 Approved ❑ Approved with Conditions Not Approved (attach comments) F( Notation: REVIEWER'S INITIALS: DATE: Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 :.� PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 - 080 DATE: 03 - - PROJECT NAME: THE CHEESECAKE FACTORY SITE ADDRESS: 230 STRANDER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Wei Bui ing uivision Vic Publ 4- -o1 Work Structural (7 n . DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division No further Review Required ❑ Permit Coordinator n DUE DATE: 04-03-07 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 05-01-07 Approved with Conditions Id Not Approved (attach comments) C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at (4-140- lari" P - D'÷ d ill/N./ Summary of Revision: Tv ? VoV &i-Ai - 4AWt Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at (4-140- lari" P - D'÷ d ill/N./ Sununary of Revision: Tv ? VoV &i-Ai - 4AWt Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at (4-140- lari" P - D'÷ d ill/N./ Summary of Revision: Tv ? VoV &i-Ai - 4AWt Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at (4-140- lari" P - D'÷ d ill/N./ Summary of Revision: Tv ? VoV &i-Ai - 4AWt Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 at (4-140- lari" P - D'÷ d ill/N./ Summary of Revision: vov,rep 46- dV Vvw 1 IJ 1112 - f. OF f 4 ,orm Cr/hf- Tv ? VoV &i-Ai - 4AWt Received by: Received by: �\c_V n 044 sr, ,,\ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: f '�1L _f f PERMIT NO: _00 SITE ADDRESS: r ►U GJ 1 It 21). ORIGINAL ISLE DATE: Ca0.0 REVISION LOG ease pnn ease prm please pnn ease pnn ease pnn VI — J.5 -- to / 11:s1 THUM-put) • - rbrorrS /aCa Z15431665 T - 787 P002/002 F - 362 City of Tukwila Department of ommunity Development 6300 Southcenter B levard, Suite #100 Tukwila, Wash r 98188 Fhone :206.431 -36 0 Fax: 206- 431 -3665 Web sate: hn, : - • L kwtl • : S : �•'r.: ae: E s : r -" •- •,, v +r.+r ;.':: °; v .. + • Revision submittals must be submitted in person at the Permit Center. ,Revisions will not k accepted through the mail, fax, eta Date: 7 12.07 /d"( Plan Check/Permit Number: PGr07 -080 ❑ Response to Incomplete Letter # • Response to Correction Letter # I t r„r re J ►S 4 ° ' AA 1 Revision # after Permit is I [Issued • Revision requested by a City Builuling Inspector or Plans Examiner Project Name: THE CH Project Address: 230 Strander $1 Contact Person: Summary of Revision: C Sheet Number(s): "Cloud" or highlight all area of revislan including date of revision i Received at the City of Tukwila Penult aster by: 1J 14' in Permits Plus on )4? 0 1 I d 6169 SECA.K.E FACTORY 1Ctione Number: 4 / t _ 0MC/ ►t 4 €Iv,9 CITY OF i t,,KWkP JUL 2 20071 PERMIT CENTER 'MNI OISINNVW 99 WdZI:Z coal 'OZ'MMr City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:/www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1 7 D Date: all OA ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECElvr:. CRY Oi- Ii TJUN 21 2007 PERmi I .;ENTER Project Name: C F C 4 L' Project Address: 2 - 3 O X7 (/ 1> — Contact Person: ) E P 't C '- Phone Number: Z G G — ZZ (c-t a v Summary of Revision: 14 5c— - ,vim ` �= / 5 r c c �— l�N VOS I ) 0 UT /L O w PI 17 / ( U�� FCC 0 tti 6 fZ-4-Oc° j ' v¢ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ( f vt LZY i- License Information License AMERIMC071BH Licensee Name AMERICAN MECHANICAL CORP Licensee Type CONSTRUCTION CONTRACTOR UBI 601433818 Ind. Ins. Account Id 53821001 Business Type CORPORATION Address 1 PO BOX 1136 Address 2 City MONROE County SNOHOMISH State WA Zip 982724136 Phone 2064676407 Status ACTIVE Specialty 1 BOILER/STEAM FIT/PROC PIPING Specialty 2 UNUSED Effective Date 1/8/1993 Expiration Date 1/8/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date KING, CHERI L PRESIDENT 01/08/1993 Bond Amount KING, KELLY E TREASURER 01/08/1993 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date OLD REPUBLIC SURETY Until Look Up a Contractor, Electric' 'n or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= AMERIMC071BH 06/04/2007 PLUMB 1G CONTRACTOR INSTALLATION NOTES PLUMNG FIXTURE SCHEDULE PLUAMI IG GEIERAL NOTES PLUMBING LEGEND 1. PLUMBING CONTRACTOR SHALL SUPPLY ALL FAUCETS (F -1) FOR KITCHEN HANDSINKS WITH LEONARD No. 210 -F THERMOSTATIC MIXING VALVES FOR 1 i0' F. (MAX) HW SUPPLY PER ° ADA" CODE. 2. PLUMBING CONTRACTOR SHALL SUPPLY LEONARD No. 210 -F THERMOSTATIC MIXING VALVES ON ALL PUBLIC LAVATORIES AND DIP FOR 110' F. (MAX) HW SUPPLY. 3. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL SPRING OPERATED CHECK VALVES ON BAR SINK FAUCETS, SERVICE SINK FAUCETS, CAN WASH FAUCETS, AND PRE -RINSE UNITS. THE CHECK VALVES SHALL BE INSTALLED ON THE HOT AND COLD WATER SUPPLY LINES REGARDLESS IF THE FAUCETS COME COMPLETE WITH INTEGRAL CHECK VALVES; AS THESE INTEGRAL CHECK VALVES OFTEN TIMES FAIL 4. PLUMBING CONTRACTOR SHALL INSTALL WATTS No. 009QT -SS (RP) BACKFLOW PREVENTER ON MAIN SODA SYSTEM SUPPLY LINE - ITEM No. 14 (BAG -IN -BOX). ROUTE DRAIN FROM BACKFLOW PREVENTER TO FLOOR SINK WITH A LEGAL AIR GAP. 5. PLUMBING CONTRACTOR SHALL INSTALL ALL KITCHEN EQUIPMENT WASTE LINES, INDIRECT WASTE LINES, AND CONDENSATE DRAIN LINES. ALL INDIRECT DRAIN LINES FROM KITCHEN EQUIPMENT SHALL BE 1 OR LARGER, AND ONLY 45' ANGLES ON INDIRECT DRAIN LINES SHALL BE INSTALLED AND APPROVED. DO NOT INSTALL 90' ANGLES (ELBOWS) ON ANY INDIRECT DRAIN LINE - UNLESS CONDITIONS PROHIBIT THE INSTALLATION ON 45' ANGLES - CONTRACTOR SHALL SECURELY ANCHOR AND SUPPORT ALL INDIRECT WASTE UNES AND CONDENSATE DRAIN LINES TO PREVENT MOVEMENT. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING -OUT CLEANING ALL WASTE LINES FROM THE CORY (CLEANING) CHEESECAKE FACTORY SEWER SYSTEM TO THE POINT ON CONNECTION TO MAIN SEWER TIE -IN. 7. PLUMBING CONTRACTOR SHALL INSULATE ALL INSULATE ALL WASTE PIPING AND INDIRECT DRAIN LINES ABOVE CEILING THAT RECEIVE WATER DISCHARGE FROM ICE MACHINES, WALK -IN COOLERS, FREEZERS, AND AIR CONDITIONING EQUIPMENT, ETC. 8. GATE VALVES SHALL NOT BE USED ON THIS PROJECT. ONLY 1 4" TURN BALL VALVES SHALL BE INSTALLED AND APPROVED, ANC / SHALL BE TESTED FOR 600 PSI WITH FULL PORT DIA. WHICH WILL NOT RESTRICT FLOW. 9. ALL PLUMBING VENTS THRU ROOF SHALL EXTEND A MINIMUM OF 1" ABOVE HEIGHT OF PARAPET WALLS. 10. ALL FLOOR SINKS SHALL BE INSTALLED WITH SEDIMENT BUCKETS PER OWNER REQUIREMENTS - 8.5" X 8.5" X 3.5" DEEP 12-FLOW DRAIN GUARDS (WWW.DRAINFILTERS.COM) (877) 489 -4370. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS OF ACCESS PANELS. 12. ALL ANGLE STOPS AND SHUT -OFF VALVES SHALL BE WATTS 1/4 TURN ANGLE STOP VALVES AND 1/4 TURN BALL VALVES (UNLESS NOTED OTHERWISE). 13. INSTALL ° ADA ° APPROVED INSULATION - TRUERBRO No. 102 - WHITE - "LAVGUARD" ON ALL LAVATORIES AND HANDSINKS. 14. WATER HEATER (WH -1) AND STORAGE TANK (ST -1) ARE SUPPLIED BY THE CHEESECAKE FACTORY AND INSTALLED BY THE PLUME CONTRACTOR WITH ALL RELATED PIPING, FITTINGS AND VALVES. START UP OF LAARS WATER HEATING EQUIPMENT SHALL BE DONE or Av AUTHORIZED LAARS REP. AND HE OR SHE SHALL BE GIVEN A MINIMUM TWO (2) WEEK NOTICE PRIOR TO START UP DATE THE () AUTHORIZED LAARS REP. IN TURN SHALL GIVE A LETTER ADDRESSED TO THE CHEESECAKE FACTORY RESTAURANTS WHICH STATES THE THE WATER HEATING EQUIPMENT IS INSTALLED AND FUNCTIONING PER MANUFACTURERS RECOMMENDATIONS. LAMS 800- 900 -9276. 15. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING THEIR BID TO VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS AND THE CONSTRUCTION DOCUMENTS - THE BID PRICE SHALL REFLECT ALL EXISTING SITE CONDITIONS. 16. G.C. TO CLOSE UP ALL WALL PENETRATIONS. THERE WILL NOT BE VOID AREAS AROUND ANY PIPES, CONDUIT, WIRING, ETC. ACCEPTED. ALL VOIDS MUST BE CLOSED WITH GYP BOARD AS CLOSE AS POSSIBLE AND THEN CAULKED. LARGE CAULK JOINTS WILL NOT BE ACCEPTABLE. THE ESCUTCHEON PLATES ARE TO BE SILICONE TO THE WALL. NO LOOSE OR BENT ESCUTCHEON PLATES WILL BE ACCEPTED. 17. ALL HOT AND COLD WATER SUPPLIES TO FAUCETS AND OTHER EQUIPMENT IN KITCHEN, BAR, AND BAKERY SHALL BE RIDGID COPPER PIPE OR COPPER TUBING. DO NOT INSTA;.L FLEXIBLE HOT AND COLD WATER SUPPLIES IN KITCHEN, BAR, BAKERY, OR PUBLIC AND EMPLOYEE TOILET ROOMS. TENT FIXTURE CONNECTIONS 1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, PRIOR TO THE START TRENCHING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. SYMBOL DESCRIPTION IABBREV DESCRIPTION HOT WATER 0100 31000 1N3A DESCRIPTION SANITARY WASTE ABOVE GRADE OR FLOOR SANITARY WASTE BELOW GRADE OR FLOOR EXISTING WASTE GREASE WASTE ABOVE GRADE OR FLOOR GREASE WASTE BELOW GRADE OR FLOOR EXISTING GREASE WASTE COMBINATION WASTE AND VENT ABOVE GRADE COMBINATION WASTE AND VENT BELOW GRADE PUMP DISCHARGE UNE INDIRECT DRAIN CONDENSATE DRAIN EMERGENCY DRAIN SANITARY VENT ABOVE GRADE OR FLOOR SANITARY VENT BELOW GRADE OR FLOOR EXISTING SANITARY VENT STORM DRAIN ABOVE GRADE OR FLOOR STORM DRAN BELOW GRADE OR FLOOR EXISTING STORM DRAIN OVERFLOW DRAIN DOMESTIC COLD WATER ABOVE GRADE 0 DOMESTIC COLD WATER BELOW GRADE C EXISTING DOMESTIC COLD WATER DOMESTIC HOT WATER ABOVE GRADE OR FLOOR DOMESTIC HOT WATER BELOW GRADE OF EXISTING DOMESTIC HOT WATER HOT WATER RETURN ABOVE GRADE OR FLOOR HOT WATER RETURN BELOW GRADE OR FLOOR SOFT COLD WATER SOFT FILTERED WATER FILTERED WATER TEMPERED WATER TEMPERED WATER RETURN REVERSE OSMOSIS RECLAIMED WATER FIRE PROTECTION WATER SUPPLY GAS - LOW PRESSURE GAS - LOW PRESSURE GAS - MEDIUM PRESSURE EXISTING GAS - MEDIUM PRESSURE GAS - HIGH PRESSURE EXISTING GAS - HIGH PRESSURE LIQUIFIED PETROLEUM GAS - PROPANE PIPE DROP PIPE RISE RISER OR DROP BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION UNION VALVE IN RISER GATE VALVE OR SHUT -OFF VALVE GAS COCK PRESSURE GUAGE WITH GUAGE COCK WATER HAMMER ARRESTOR TRAP PRIMER CHECK VALVE SOLENIOD VALVE FLOOR CLEANOUT OR CLEANOUT TO GRADE CLEANOUT IN YARD BOX - TRAFFIC WEIGHT WALL CLEANDUi REFERENCES KITCHEN EQUIPMENT SCHEDULE NEW KITCHEN EQUIPMENT REFERENCES KITCHEN EQUIPMENT SCHEDULE EXISTING KITCHEN EQUIPMENT REFERENCES PLAN NOTES REFERENCES PLUMBING FIXTURE SCHEDULE i PerertN Na ��IQ {b { FLOOR FLOOR 3 J � o 1 ABOVE ABOVE CENNG ABOVE FINISHED FLOOR BELOW CONDENSATE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CAST IRON CEILING CLEANOUT CONCRETE CONTINUE OR CONTINUATION CLEAN OUT TO GRADE COLD WATER DIAMETER DOWN EXISTING EXHAUST FAN ELECTRICAL ARE FLOOR CLEAN OUT FAN COIL UNIT FULL LOAD AMPERAGE FLOOR FEET PER MINUTE FEET FLUE THRU ROOF FIXTURE UNITS FILTERED WATER GAS GAUGE GALVANIZED GAS COCK GALLONS PER HOUR GALLONS PER MINUTE GAS PRESSURE REGULATOR HEADER HORSEPOWER HEATING HEATER HOT WATER HOT WATER RETURN INVERT ELEVATION KILOWATT POUNDS THOUSAND BTU PER HOUR MECHANICAL MINIMUM GAS - MEDIUM PRESSURE MAKE -UP AIR NOT IN CONTRACT NUMBER NOT TO SCALE OVERFLOW DRAIN PHASE (ELECTRICAL) POST INDICATOR VALVE POINT OF CONNECTION PARTS PER MILLION PRESSURE PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH PRESSURE- TEMPERATURE RELIEF VALVE ROOF DRAIN REQUIRED REVERSE OSMOSIS REDUCED PRESSURE REVOLUTIONS PER MINUTE SOFT COLD WATER STORM DRAIN SOFT FILTERED WATER SHEET SHUT OFF VALVE SPECIFICATION SQUARE FEET STEEL TOTAL DYNAMIC HEAD TEMPERATURE TYPICAL UNDERWRITERS LABORATORY VENT VACUUM BREAKER VENT BELOW FLOOR VERIFIED CLAY PIPE VENT THRU ROOF WASTE WALL CLEANOUT WEIGHT , RECEIVED JUL L pZDDi PERMIT CENTER WATER CLOSET 71/2 4 2' AMERICAN STANDARD "MADERA" NO. 2234.015, WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER, AND ZURN NO. ZER- 6000AV- CPM -WS1 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER LINE OF SENSOR EYE IS 10 -1/8" ABOVE WATER CLOSET. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED THE ARCHITECTURAL DRAWINGS AND THE KITCHEN DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. BELOW HANDICAP LAVATORIES AND SINKS © ® WATER CLOSET (ACCESSIBLE) - 11/2" 4° 2° AMERICAN STANDARD 'MADERA" NO. 2305.100, WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER, AND ZURN NO. ZER- 6000AV- CPM -WS1 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER UNE OF SENSOR EYE IS 10 -1/8" ABOVE WATER CLOSET. (INSULATE ALL EXPOSED HOT WATER AND DRAIN PIPING WITH INSULATING TAPE AND OFFSET P -IRAQ AGAINST WALL ALSO, ALL FLUSH VALVES SHALL BE TO WIDE SIDE OF STALL) 4. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL © WATER CLOSET (EMPLOYEE) - 11 / 2 4' 2° AMERICAN STANDARD "MADERA" NO. 2305.100, WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER AND ZURN NO. Z- 6000AV -WSI STANDARD FLUSH VALVE (1.6 GPF). AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN PIPING OVER OR UNDER ELECTRICAL PANELS. "L" O WALL HUNG UR URINAL _ 11/2 2 11/2" KOHLER No. K- 4960 -ET "BARDON" WHITE WALL HUNG URINAL WITH ZURN No. ZER- 6003AV- CPM -WS1 BATTERY POWERED SENSOR FLUSH VALVE, (1 GPF). J.R. SMITH No. 0637 URINAL SUPPORT - SEE ARCHfTECTUAL PLANS FOR URINAL ORIENTATION. 5. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE TYPE COPPER AND INSTALLED ON ERICO "CADDY PYRAMID 50 PIPE SUPPORTS 333 -0852 ( WVJW.ERICO.COM PIPE SUPPORTS ( 800 ) ) SHALL BE INSTALLED AT 6' -0" O.C., AT ALL ELBOWS AND FITTINGS AND THE PIPINGS SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR WITH A LEGAL AIR GAP. 1 1 COUNTER LAVATORY 1/2" 110' 1/2" 2 11/2 KOHLER "KATHRYN" No. K -2297 WHITE, UNDERCOUNTER MOUNTED BOWL WfiH KOHLER No. K -T196 "FALLING WATER" FAUCET POLISHED CHROME SPOUT AND K -307 -K SINGLE - CONTROL WALL -MOUNT CERAMIC VALVE. CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPLIES WITH LOOSE KEY STOPS, CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. INSTALL LEONARD No. 2i0 -F THERMOSTATIC MIXING VALVE FOR 110'F HW. 6. ALL CONDENSATE PIPING IN ATTIC SPACES SHALL BE FULLY INSULATED - SEE MATERIAL SCHEDULE THIS SHEET. 7. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT INSTALLATION. LOCATIONS WITH EQUIPMENT, CABINETS, EEC., AND THE ARCHffECT PRIOR TO ANY INSTALLATI 8 SURFACE, OR 7 ABOVE PARAPET WALLS, AND 10 FEET FROM, OR 3 FEET ABOVE ANY . PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL AR INTAKES 9. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 10. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 11. BEFORE FABRICATION OR INSTALLATION THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH -IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. 13. ALL WASTE AND VENT PIPING BELOW FLOOR SHALL SLOPE AT 2% MIN. UNLESS OTHERWISE INDICATED. 14. ALL VALVES, TRAP PRIMER, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL 15. ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL DEVICES RESTRICTING THE FLOW TO 0.5 GPM., FAUCET TEMPERATURE IS ALSO LIMITED TO NO MORE THAN 110'F. 16. WATER OR SOIL PIPE BELOW GRADE OUTSIDE SHALL HAVE MINIMUM COVER AS RECOMMENDED BY LOCAL AUTHORITIES. 17. ALL HOSE BIBBS SHALL BE INSTALLED 18" ABOVE FINISH FLOOR OR GRADE, UNLESS OTHERWISE NOTED. 18. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 19. ALL PLUGGED TEES AND PLUGGED WYES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 20. ASBESTOS OR HAZARDOUS WASTE: IT IS UNDERSTOOD AND AGREED THAT THIS CONTRACT DOES NOT CONTEMPLATE THE HANDLING OF ASBESTOS OR AND HAZARDOUS WASTE MATERIAL. IF ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. DO NOT DISTURB, HANDLE OR ATTEMPT TO REMOVE. 21. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL MADE WITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A 12" SECTION OF RED BRASS 22 ALL CUTTING OF EXISTING PAVINGS, WALKS AND /OR FLOORS SHALL BE BY MACHINE SAW CUTTING. HOLES FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED Af WHICH ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS. 24. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. 25. COORDINATE LOCATION OF GAS & CONDENSATE CONNECTION ON AIR CONDITIONING UNIT: MECHANICAL CONTRACTOR FOR ROOF PENETRATION PRIOR TO INSTALLATION. 26. DURING THE PROGRESS OF WORK THE PLUMBING CONTRACTOR SHALL MAINTAIN AN ACCT RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS. THE RECORD DRAWING SHALL SHOW CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERIALS, SIZES, LOCATIONS AND HOOK -UP POINTS. AS- BUILTS SHALL BE GIVEN TO THE OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF JOB. 27. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES, RULES AND REGUI GOVERNING THIS PROJECT AS SET FORTH BY THE LOCAL ADMINISTRATIVE AUTHORITY. 28. BEFORE ANY USE OF WATER SYSTEM 15 MADE FOR DOMESTIC PURPOSES, IT SHALL BE BY SLOWLY FILLING THE SYSTEM WITH A WATER - CHLORINE SOLUTION CONTAIN ( ) HOURS; OR, THE SYSTEM OR PANT LEAST FIFTY (50) PPM OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR TWENTY FOUR M 24 THEREOF SHALL BE FILLED WITH A SOLUTION CONTAINING AT LEAST T HUNDRED (200) PPM OF CHLORINE AND ALLOWED TO STAND FOR THREE (3) HOURS. FOLLOWING THE ALLOWED STANDING TIME, THE SYSTEM SHALL BE FLUSH WITH CLEAN POTABLE WATT THE CHLORINE RESIDUAL IN THE WATER COMING FROM THE SYSTEM DOES NOT EXCEED THE CHLORINE RESIDUAL IN THE FLUSHING WATER. THIS PROCEDURE OF FLUSHING THE SYSTEM SHALL BE REPEATED IF IT IS SHOWN BY BACTERIOLOGICAL EXAMINATION MADE BY AN AT AGENCY THAT CONTAMINATION PERSIST IN THE SYSTEM. EMPLOYEE LAVATORY 1/2" 110' 1/2" 2" 11/2" AMERICAN STANDARD "LUCERNE" No. 0355.012 WALL HUNG LAVATORY, WHITE J.R. SMITH CONCEALED ARM AND CARRIER No. 700M31 -19. DELTA No. 541WF FAUCET WITH LEONARD No. 210 -F THERMOSTATIC MIXING VALVE, CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPLIES WITH LOOSE KEY STOPS, CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. L -1 & L -2 ALONG WITH ALL KITCHEN HAND SINKS SHALL BE INSTALLED WITH "ADA" APPROVED INSULATION ON SUPPLIES, AND TRAP - TRUEBRO "LAVGAURD" No. 102 - WHITE. ® Q SERVICE SINK 3/4" 3/4" r 2" CUSTOM BUILT BY G.C., SUPPLY & INSTALL J.R. SMITH NO. 2415Y -C FLOOR DRAIN WITH FLANGE & SEDIMENT BUCKET. SPEAKMAN NO. SC- 5811 -RCP FAUCET @ + 36" A.F.F. Enn _ _ _ - O HAND SINK FAUCET 1/2" 170' 1/2 _ - DELTA No. 541WF FAUCET WITH D70 -100 GRID STRAINER & LEONARD No. 210 -F THERMOSTATIC MIXING VALVE FOR 720' HW - FAUCET, STRAINER & MIXING VALVE BY PLUMBING CONTRACTOR HWR -SCW- FLOOR DRAIN 7/2" 2" 17/2" J.R. SMITH No. 2005Y02 - B05NB- P050 -U) 2 FLOOR DRAM WITH 5" SQUARE NICKEL BRONZE ( STRAINER, TRAP PIMER CONNECTION AND VANDAL PROOF SCREWS. SEW- FW E? N FLOOR DRAIN 1/2" 3" 2" J.R. SMITH No. 2005Y03(- B05NB- P050 -U) 3" FLOOR DRAIN WITH 5" SQUARE NICKEL BONZE STRAINER, TRAP PRIMER CONNECTION, AND VANDAL PROOF SCREWS. TW TWR- RO ® 0 FLOOR SINK 2 11/2" MIFAB No. FS1732 -21 -150 12" SQ. X 8" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, LOOSE SET ACID RESISTANT ENAMEL COATED CAST IRON i/2 GRATE. INSTALL 8.5" X 8.5" X 3.5" DEEP EZ -FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 °i2CW- F -G m © FLOOR SINK 3° 2" MIFAB No. FS1743 -21 -150 12" SQ. X 10" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, LOOSE SET ACID RESISTANT ENAMEL COATED CAST IRON 1/2 GRATE. INSTALL 8.5" X 8.5" X 3.5" EZ -FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 EG .EXISTING -MPG- EMPG ® A FLOOR SINK - 1/2" 2" 11/2 MIFAB No. F5143 -21 -750 -7 72" SQ. X 8" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, TRAP SEAL PRIMER TAPPING, AND LOOSE SET ACID RESISTANT ENAMEL COATED CAST IRON 1/2 GRATE. INSTALL 8.5" X 8.5" X 3.5" DEEP EZ -FLOW DRAIN GUARDS IN. ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 -0100- EHPG -LPG- m FLOOR SINK 4" 3 MIFAB No. FS1743 -21 -150 12 SQ. X 10" DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, LOOSE SET ACID RESISTANT ENAMEL COATED CAST IRON 1/2 GRATE. INSTALL 8.5' X 8.5" X 3.5" EZ -FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 - - -0 o WATER HEATING SIZING CALC. (N.S.F.) m 0 HOSE BIB6 3/4 WOODFORD No. Y34 FREEZELESS HYDRANT WITH VACUUM BREAKER -ROOF MOUNTED. PREP SINK W/ 2 COMP SINK 1 0 60 GPH 60 GPH FILLER FAUCET 3 0 10 GPH 30 GPH HAND SINK 8 0 5 GPH 40 GPH SERVICE SINK 2 0 20 GPH 40 GPH MISC. SINKS 8 8 5 GPH 40 GPH DIPPER WELL 9 @ 5 GPH 45 GPH PASTA COOKER 1 CO 10 GPH 10 GPH CAN WASH 1 8 20 GPH 20 GPH GLASS WASHER 1 8 45 GPH 45 GPH PRE -RINSE 2 8 45 GPH 90 GPH POT SINK ASSEMBLY 1 0 75 GPH 75 GPH DISHWASHER 1 0 542 GPH 542 GPH SOILED DISHTABLE 1 ®10 GPH 10 GPH WASTE - COLLECTOR 1 @ 120 GPH 120 GPH >- -6- AA © HOSE BIBB - 3/4" - WOODFORD No. B65 ANTI- SIPHON FREEZELESS WALL HYDRANT WITH WALL BOX AND VACUUM BREAKER - WALL - °. - MOUNTED - - 7 .CAP , 0 WATER HEATER 21/2 21/2" - - LAARS No. PNCV2000 "PENNANT" OUTDOOR WATER HEATER WITH INTEGRAL FACTORY SUPPLIED PUMP PART NUMBER A2109700, 1,999,000 BTU /HR GAS INPUT, 2040 GPH RECOVERY 100' F. RISE, 14" DIA TYPE "B" FLUE WITH FLUE CAP, COMBUSTION AIR OPENING ON BACK SIDE OF WATER HEATER SHALL BE COVERED WITH LAARS PART NUMBER D2008300, SHIPPING WEIGHT = 1010 LBS. (WATER HEATER PROVIDED BY THE CHEESECAKE FACTORY & INSTALLED BY PLUMBING CONTRACTOR, 14" DIA TYPE "B" FLUE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR) bd r m © ELECTRIC WATER HEATER 1" 1" BRADFORD WHITE NO. LD- 4053 -3 40 GALLON ELECTRIC WATER HEATER, 8000 WATTS, 4801, THREE PHASE, 32 GPH RECOVERY AT 100' F. RISE, 437 LBS, 47" TALL X 20" DIA. TOTAL = 7167 GPH 1167 GPH x 100' F. x 8.33 LBS a STORAGE TANK 21/2" 21/2" - - LAARS 223 GALLON HORIZONTAL STORAGE TANK, ASME, INSULATED AND JACKETED, 30" DIA. X 78" LONG, 2540 LBS. - STORAGE TANK PROVIDED BY THE CHEESECAKE FACTORY & INSTALLED BY PLUMBING CONTRACTOR (P.C.) -1 296,148 +25% = 1,620,185 (min.) 0.75 0 0 TRAP PRIMER 1/2" - - P.P.P. INC. PRIMER MODEL No P1 -500 OR P2 -500 AS REQUIRED, INSTALL WITH ACCESS PANEL OR ABOVE CEILING the of O MATERIAL SCHEDULE SANITARY SOIL AND WASTE PIPING BELOW SLAB ON GRADE TO 5' -0" OUTSIDE OF BLDG. LINE SHALL BE: NO -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPUNGS WITH STAINLESS STEEL BANDS OR "ABS" PLASTIC PIPE AND FITTINGS IF APPROVED BY LOCAL BUILDING OFFICIAL SANITARY SOIL AND WASTE PIPING ABOVE GRADE SHALL BE: NO -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPUNGS WITH STAINLESS STEEL BANDS. VENT PIPING ABOVE GRADE SHALL BE: NO -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPLINGS WITH STAINLESS STEEL BANDS OR TYPE DWV COPPER PIPE WITH CAST COPPER SWEAT FiITINGS. VENT PIPING BELOW GRADE SHALL BE NO -HUB CAST IRON PIPE AND FITTINGS WITH CAST IRON COUPLINGS WITH STAINLESS STEEL BANDS OR "ABS" PLASTIC PIPE AND FITTINGS IF APPROVED BY LOCAL BUILDING OFFICIAL. WATER PIPING ABOVE GRADE SHALL BE: TYPE "L" HARD DRAWN COPPER TUBING WITH 95 -S SILVER SOLDER JOINT FITTINGS. WATER PIPING BELOW GRADE INSIDE BLDG. SHALL BE TYPE "K" SOFT DRAWN COPPER TUBING. NO JOINTS OR FITTINGS SHALL RE ALLOWED UNDER BLDG. SLAB. INSTALL ALL WATER PIPING BELOW FLOOR 12" (MIN) APART AND ROUTE IN POLY SLEEVE. INDIRECT AND CONDENSATE DRAIN PIPING SHALL BE: TYPE "M" COPPER TUBING WITH 95 -S SILVER SOLDER JOINT FITTINGS. 0 0 TRENCH DRAIN _ 4" 3 " ZURN No. Z -882 12 WIDE X 120" LONG TRENCH DRAIN WITH Z- 882 -BG HEAVY DUTY GRATE. 0 1 111/ TRENCH DRAIN _ _ 4° _ ZURN No. Z -882 12" WIDE X 72" LONG TRENCH DRAIN WITH Z- 882 -BG HEAVY DUTY GRATE. 0 © TRENCH DRAIN 4 " ZURN No. Z -882 12" WIDE X 66" LONG TRENCH DRAIN WITH Z- 882 -BG HEAVY DUTY GRATE. 1 AREA DRAIN MIFAB No. F1440 -4 AREA DRAIN WITH HINGED GRATE Man evlew app wat p App a al G! c a ga a"d ds does not vto:aecn cf ai7 aaz�d code cr o dinzn app %ad C: � , �M cnd:don is aUan ��l�i BY .1114 ! pate 1 )I . ■ h1 0 Q ROOF DRAIN g" J.R. SMITH No. 1010 -CID WITH CAST IRON DOME GAS PIPING ABOVE GRADE SHALL BE: SCHEDULE 40 BLACK STEEL PIPE WfiH MALLEABLE IRON FITTINGS AND SHALL BE WELDED IN RETURN AIR CEILING PLENUMS IF REQUIRED PER CODE. GAS PIPING BELOW GRADE SHALL BE: SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS AND SHALL BE FACTORY WRAPPED TO PROTECT PIPE FROM CORROSION. 0 © ROOF DRAIN 3 - MIFAB No. R1150 - COMBINATION 3" ROOF DRAIN AND SECONDARY OVERFLOW DRAIN WITH 12" X 24 GALVANIZED SUMP RECEIVER, (2) TWO LACQUERED CAST IRON ROOF DRAIN BODIES WITH ANCHOR FLANGES, CAST IRON WATER PROOFING MEMBRANE CLAMP RINGS WITH INTEGRAL GRAVEL STOPS, AND (1) ONE 4" DIAMETER "ABS" OVERFLOW STANDPIPE, AND (2) TWO METAL DOME STRAINERS. . \ aty tff �kwt� / �� ®N REVISIONS INSULATION: ALL HOT AND COLD WATER PIPING SHALL BE INSULATED WITH "PPG INDUSTRIES, CERTAIN -TEED SAINT' GOBAIN SNAP -ON OR JOHNS- MANVILLE MICRO -LOC. ALL AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH JOHNS- MANVILLE "AEROTUBE" FOAM WATER HAMMER PLASTIC PIPE INSULATION. MATERIAL SHALL BE APPROVED FOR RETURN AIR PLENUM APPLICATIONS. PLACEMENT CONFORMNGTO PLUMBING MJD STANDARD PDIBWH- 2A1�LATEST EDITION MID AS MANUFACTURED ZURN, J.R.SMiTH OR P.P.P INC. L11 0 OVERFLOW DRAIN 6" J.R. SMITH No. 1070 -CID WITH CAST IRON DOME No changes shatl be made to the sco of work without p or approval of I Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees INSULATION TABLE FOR WATER PIPING 1 p j A REVISION NO.. V CORRECTION LTR# ®T PIPE SIZE: 1" & SMALLER 1 -1/4 - 6" 8" LARGER INSULATION 1" 1 -1/2" 1-1/2" THICKNESS ALL INSULATION SHALL SHALL BE W/R VALUES OF 4.0 TO 4.6 CLEANOUTS SHALL BE J.R. SMITH, ZURN OR JOSAM AND MANUFACTURED AS FOLOWS: A. FINISHED ROOM FLOORS: J.R. SMITH No. 4163 WITH NICKEL BRONZE TOP AND GASKETED WATERTIGHT COVER OR EQUAL B. WALLS: J.R. SMITH No. 4532 WiTH BRONZE PLUG AND CHROME PLATED COVER OR EQUAL C. YARD AND PARKING LOT: J.R. SMITH No. 4253 CAST IRON SURFACE LEVEL CLEANOUT OR EQUAL. NOTES: ALL WATER CLOSETS SHALL USE NO MORE THAN 1.6 GALLONS PER FLUSH AND ALL URINALS SHALL USE NO MORE THAN 1.0 GALLONS PER FLUSH. PER THE CHEESECAKE FACTORY'S REQUEST, NO SUBSTITUTIONS OR ALTERNATIVES OF PLUMBING FIXTURES SHALL BE ALLOWED OR APPROVED. /}q� ? GO7` 080 CRO ENGINEERING GROUP, INC. STAMP 18652 Florida Street, Sate 150 Huntington Beach, CA 92818 (711)847 -7100 71F 1 -6000 DESIGNER : CRC DRAWN : JR CHECKED : CRO SCALE : AS NOTED JOB NUMBER : 101 -038 SHEET NUMBER P -1 SHEET ISLE SCHEMES, NOTES, & SPE6 FICATIO f,S SHEETS III 1111111 Tukwila, WA 98188 NOTES: 1. REFER TO KITCHEN EQUIPMENT SCHEDULE FOR TEMPERED WATER SETTINGS. 2. PROVIDE ADEQUATE SUPPORT FOR MIXING VALVE. DO NOT SUPPORT MIXING VALVE WITH ASSOCIATED PPM. 3. HARD PIPE ALL SUPPLY LINES. DO NOT INSTALL FLEX ONES. RIGS HOT I MER COPPER PPE NIXING VALVE DETAL 45" MIGLE 8.5' x 85' x 3.s' DETP EZ-FWM DRAM GI+ARD. FLOOR Sta DETAL P.C. = Plumbing contractor - = 1/4 tum shut off valve by P.C. solo = Direction of water flow RIGID COLD WATER COPPER PPE finished Ceiling Note: P.C. See Notes 4dc5 Finished Floor Three Valve Bypass See Note 3 Ice mochine Filter RAH Ng be (4) MHO) &WOO co ice Inocl i s owe} Col Carbon Filter-) Woter Softener See Note 6 t X 14' Dia Floor S'nk See Note -6 FRONT EDGE OF EQUiPMNT. RIGID COPPER PPE TO FAUCET LE NARD 1210 -F HEMOSTATIC RCM VALVE. INSTAL MDONG VIN DIRECTLY BELOW EACH SINK OF LAVATORT INDIRECT DRAIN SHALL ONLY SPUD. TO OPEN PORTION OF FLOOR SINK GRATE. 1' MIT 2' MAX FLOOR Sill( SECONCMY ROUND 4 e�� e ,�� Apt ie x God cb` ` cP i t % 46 120v Outlet See Note -6 21' Dia WATER FLTRATION & SOFTENER SCHEMATIC - EQUIF ENT ELEVATION ••-- -COLD WATER ONLY OCCURS AT IW1 SNcS AND UIVATOP.ES. h 1/4 TURN SNIT-OFF VALVE ON 1101 MD COLD WATER SUPPLIES` otsva. ESCUTCHEON ON HOT IMO COLD WATER PPNG AT lilt WALL PUEIRA,lONS NOT TO SCALE /FLOOR NOT TO SCALE Check Valve i p Note 2 Col 0 24' Brine Tank 6 2g 11E; SET NXIASTAT 10 TURN PUP ON 1111U01 RERRl[1 1D1 ERMURE REACHES 10 CEO. E WAR DWI NEATER SET PORN (140 OE& F.) RETURN OFF NEAMER SET POINT 01111 DEC. F.) nN 0001 CONNECT PUMP TO PREVE1Nr 11P OPERATION DURING AFTER MOORS OF MRCSS - MOIL TINE ALECK Al ROOF ACCESS PLRFORI4 SHEET P -S WATER NEATER AND STORAGE TANG 90' ELBOW oYP) PLUMING CONIRACNN SWILL SUPPLY AND MUM ONE CLOCK GROUND MET '7>rf> Note: 1. Plumb Filtered woter to the following items: Coffee Maker's ice teo maker's. Glass filers. Ice machine. Sodo system (corbonotor) 2. P.C. to provide o check- volve, (spring loaded) and spigot -this Fine to be some Dio.os inlet. 3. P.C. to provide 3 -valve bypass, 4- required end (1) spigot on softener and (1) spigot on corbon filter os shown. 4. Finol took -up of softener and filters by plumbing contractor. 5. Equip. shop be in one room or oreo and be os closely plumbed together os possible. 6. Equip. requires 120v.elect.outlet to be pbced within 6' of units and floor sink.See FSEC DWGS for locution. 7. See engineer's DWGS. for exoct water inlet size. 8. Tempering valve (if used) to be supplied with soft cold woter. 9. instop unions within 6' of control valves on the haizontol to facilitote removal of equipment. 10. Connect softener to woter system after stetil zotnn and purge concentrated chlorine is complete. (2) 3/4' HOT WATER RETURN PATIO NEATER DETAL INSFNL (KOBE VALVES & CHECK VALVES TO BALANCE HWR SYSTEM (BY P.C) BELL & COSSET MODEL BRONZE 115 V; - PNASE' (B P.C.) ' P.C. SWILL BIND A DOGHOUSE COVER TO PROTECT PUMP FROM WEATHER 1' /NB /7 NOT TO SCALE LMRS 223 GALLON HORIZONTAL STORAGE TAB( (2540 LBS) STORAGE TANK PROVIDED BY CHEESECAKE iNSTMJ.ED ON ROOF BY P.C. VACUUM RELEF VANE (1W) (Br P.C.) THERMOSTAT (1w) (BY P.C) 2' HOT WATER SUPPLY � � I AQU1ASEAT SERVICE VALVE (BY P.C.) (8Y P.C.) 3' O(A. STEEL POST *CROW - TYPE GAS S1'3!T -OFF VALE 1 P1Uq SLAB ego /ii/i/,ii j ii s WATTS No. 240 T.P.R.V. BY P.C. SPILL TO ROOF �. HWR 2 -1/2' Ilan QM. DESCRIPTION 2 2 6 1 14 2 31 1 34 1 39 2 43 1 46 1 47 1 53 1 54 1 55 1 56 1 57 1 59 1 74 1 WIND SIR 76 1 71 1 78 2 118 BY�L �RSN OUTLET SERVICE VALVE (BY P.C.) BROAIRNX Wu. saw CT AGNI61 KITCi-EN EQUIPMENT SCHEDULE NOT TO SCALE BLOWER COL (FREEZER) awe Coo. (BEER coon) BIG-IN-BOX (NMI SOQll SYSTEM) BLOWER COIL (PRODUCE COOLER) mow oat (1cEa/la or coow» 81.011E12 COIL (RAPID COOLER) PREP. SINK VEGETABLE DRYER FLOOR GRATE 0 PREP. SIN( COUNTER TOP OPEN BUM RICE COOKER PRE - RINSE 0 PREPSN( 001181E CONVECIEN OVEN WAIT. MOUNRED SPRAY FAUCET BRAISING PN1 FLOOR GRATE ICE 841 ICE WORE 80 1 KE WOVE 86 1 FU. FAUCET FOR RANGE 103 1 MOORS SINK 104 1 MOORS SIN( FNICET w111 WCUJM BREAKER 106 1 OEIEl1GET[F PUMPS 110 1 BEVERAGE STATION SEE 111 5 PITCHER FUER/bRAa1 BASKET 117 1 COFFEE IW(ER ICE TEA MU 4 SECURE IPTER Ito MIL 11TH 18 rOUSE X HIDE G v_ 9UET I AL 1/2 CFA X 2' 1AG DOLTS 3/4' OWN FROM atERFLOW PM - ROUTE 111 SONCUF 91�K INN LEC� AR SIP 2_1/2 WOE 1' 1' 1' 1' 1' 11/2' 1' 1' 1' 1' 1' 1' WATER HEATER iYND STORAGE TANK ARE PROVIDED BY THE CHEESECAKE FACTORY (OWNER) AND INSTALLED BY THE PLUMBING CONTRACTOR (P.C.) voNaUr REMIT vAtbE r Ca, SOFA) r x.Sm -\ TP.R.V. P/ 3/4' O AN -- t 10 SODOM SW/i1 AR 61P WASTE VENT CU HW FS F.S. FS. FS. FS. F.S. PRESSURE GAUGE (TYP) (BY P.C.) RE -CIRC. PUMP - EEL & COSSET No. * -es„ 115. IFIE '1600 IP (2M ' FS. 1/2' 1/2' F.S. 3' 2' /2 11 1 110' 3' 2' F.S. F.S. F.S. FS. FS 2' 2' SCW SUPPLY AMTROL No. ST- , r -C EXPNISION TANK BY P C.) ANCHOR TO PIA 0 WITH 1.' BRACKET. LIARS No. PNCYI000 'PENNANT' OUTDOOR WATER HEATER 1010 LBS WATER HEATER PROVDEp CAKE INSTALLED ON ROOF 8Y P.C. (2000 CF T'LY PUMP INTEGRAL UH WATER HEJAIER 3/4' 1/2' 1/2' 1/2' 1' FW 1' Fw 1/2' 1/2' 3/4' 3/4' 1/2' 1/2' 1/2' Fw 1/2' FW 14' DiA. TYPE '8' FLUE %WM FLUE CAW - SUPPtJED NID MNSTN.LE ) BY MECHANICAL CONTRACTOR DRAIN FROM TPRV - SPR L TO ROOF ELECTRIC WATER (EATER DETAL 6 o1ERR OII I tr CRUM SiZE l' 1/2' 1' c11 120 35 100 144 MRSTALL RATS 009QT -SS (RP) WOOLOW PREVENiER (1T1 - 3) BY P.C. NSTNL LEONARD No. 210 -F TH EMIOSTAIC WONG VANE BY P.C. (F0-3) MSTALL =ER NM1IER MRESTORS ON WATER SUPPLY LNS 159 IISfMLL WATER HAiMERR ARRESTORS ON WATER SUPPLY W ES 160 BY P.C. (SS-1) BY P.C. (55-1) - NSTAL CHECK V1M.VES ON SUPPLY LIES NSrL wATis No 00901 -SS (RP) BAC!WLOW PRODDER INSTAL tE tN No.210 -F iWRMOSTAIIC MIXING V*LW NSTALL WATTS No. SD-2 0(111. DECK WLW NSTALL WATTS lib. SO`2 OUN. OECK WIM 1 STORAGE DANK & WATER BOI.ER SHALL BE BOLTED DOWN TO ROOF CURB. i ALL SUPPLY PIPING, EXPANSION TANK; MID VALVES ON ROOF SHALL BE P STALLED WITH HEAT TRACE AND SHALL BE FULY INSULATED. AauRSTAT (per) TaN-) �eALL WLOE Q1PL) 06121 WLVE (nP) Amax moon. ST-5-C 2 0U01 ORISON VOX n wN�rt FIEUUdt 29 x21' l 366 LBS I NOT TO SCALE tl SET AOIUU M TO Rita1 PUP ON a 1 RER ( TONNI OURS REPOIES 10 NEMER PONT (140 i F) HAIEN NO TO NM PIMP RERIRN IRERE 1EMFR SEr PONr 140 OED F.) CONUEG PUP W C10C1c 10 PREV- PUP OPERATION DURING IlFam NO[RS OF ERI61ESS - MALL 101E CU AT ROOF SEE 9 EB P-5 ROOM oarawci n 9111 SUPPLY NPO INSTALL aE Chat NOT TO SCALE MEAT 122 126 130 131 133 1 1 135 137 139 140 142 144 147 1 1 148 149 151 156 1 1 162 1 1 168 169 177 184 188 189 190 191 193 195 197 198 199 200 201 202 203 208 211 213 222 223 229 233 237 238 243 244 267 268 269 275 2A QTY. 3 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 0. 3 COIPART1I W BAR SINK 1 1 1 1 1 1 1 232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 DESCRIPTION ICE BR1/ -RINK DISPENSER IUND MK 0 SERVICE COURIER EQUIP. COURIER WiN REURIG. BASE COUNTER TOP BROiER 54' OEESEIEUER 72' TRIER IISSOR ILY 111H Ix1ER COUNTER TOP GRIDDLE 42' EQUP COURIER 91111 REfRIG. BISE I I OPEN BURNER stcnoN WIRIER TOP GRIONE 36' CHEESI7EtTER 72' PASTA COOKKER REFRIG. 811SE OPEN BURNER 60 X36' REFRIGERATED / FREEZER BASE FEL FAUCET (PASTA) CHE SEWLIER 24' RUM. BASE PIZZA OVEN (DOUBLE CAN WASH FAUCET FOR Cw4 WASH HAND SM1IC AT CIEF'S COURIER CHEF'S COURIER A RORIG BASE a REFRIG BASE C. REFR1G. BIi6E D. SINK SEC ION - USED AS DUIP/IMUIY E. REF81G. BASE F REFRIG. BASE NARMI6NK 0 BAR BACK BAR REFRIG. -4 0008 OIPPERiELL UIIOERBAR ASSOIBLY A DRAN80AR0 B. JOCKEY STATION tw CARNET - USED AS DEU1P/U�in ICE SW CABIEf - USED AS t F ICE PM4 3 BEER TOWER 11TH TROU(I 1 PRE -MGM 0 POT SNC FLOOR GRAZE 0 OISHw9NNG 1 Wit. SIR 0 IISIAVOIOG 1 POT SNK ASSEUBLY t CLEM OISHUBtE 1 COIDENSATE 11000 1 OISHMA4ER S0lED OIS11fABlE PRE -6M15E 0 O19i:A LE FAUCETS 0 STIED OISN1 81.E MD 51NC 0 BATORV M ERl! U W SNK w/1110 IIWP/UIIIiY SINKS tIE W& BASE --2 SECIION OMIG. BASE MiTOR'S S NK RNH Ii11011W BREAKER JII1W ots swN( nucur REHM BASE OPIOSO WORE COLTER TOP G1N000 CHEESEIEUER REHM BASE PAI CFRIER COMM TNT' BURMA MOT FAUCO* KITCHEN EQUIPMENT SCHEDULE • 1ASTE 1' 11/2' (3)1 (3)t' 11/2' (2)1' (3)1' (2)1' (2) (2)1' 11/2' (5)1' (5)1' 1' 11/2' 1' 11/2' (3)1' 11/2' 1' 1/r (2)1' 1' 11/2' I nERWIEL. 0 BIMEERV )11/2' (2»' 1' , 1' TASTE VENT 1 CW F.S. FS FS. FS F.S. FS F.S. :S. , 2' 11/2' 1/2' F.S. F.S. FS. F.S. FS. FS 2' 11/2' 2' 1 11/2' F.S. F.S. FS. FS. FS. FS FS. F.S. F.5. 3' 2 2' FS FS 2' 2' 11/2' 11/2' 11/2' 11/2' 1 1/2' 3/4' 1/2' 1/2' i/2' TEMP 1/2' 1/2' 1/2' 1/2' RV 110' 3/4' 1/2" 1/2' 1/2' 3/4' 1/2' 1/2' 110' 1/2' 1/2' 110' 3/4 SIZE 1' 3/4' 11/4' 3/4' 11/4' 3/4' 3/4' 3/4' 11/4' 3/4' 3/4' 3/4' 3/4' Cfil so 266 84 200 es 60 78 200 30 20 54 86 30 INSTPLL LEONARD No. 210-F MEMOS= MENG WOE ItSb111 CHECK MKS ON SUPPLY UNES own CHECK YAWS Ott SUPPLY IMES MULL WNW No. 210-F THERMOS= ICING V/LW RAP& LEONARD No. 210-F maw= MONG WOE NSW MN= No. 210-F IIERMOSTRIC 110MG WINE 1GTAIL lb. SD-2 DUPE CHECK WE* 1. C,05 PPM 9E5 MOWED FIFE ROT 11E /CM COMECIEN 1111 EPCH MX OF SAWNEM - SEE Rums SOIECUE5 OF MIMI CRINKS FOR •can. OCINECTO1 Cf U01 PBX OF =RIM 606 MUG SNU.13E MSVUED RM. 27E a NAMED 10 Egli KM OF SSW NO MIMED FY 1)04 PIECE OF 93,1031T 10 KRA COMM SRE - COMM 3. 9e1U SURD' a 11S0E1. 043X WES NL WR MC MOS. SEMI RUSS. CAN WIER mos a PRE-WeSE UMS maxems cr maw Om iftwEs clam MI MOS. C(0 CRO ENGINEERING GROUP, INC. SMNP 18662 Florida Street, StNe 150 Huntington Beach. CA 92648 P (714)847-7100 F (714)641-6000 WET HUM* O PROGRESS PRINT O KICK OFF SET O HUM OEPL FUR MIX 02-23-07 II 0010140 OWL FUN OECIC O CONSTRUCTION SET RECEIVF OESONER cap OMNI SIGNE : PS 10W0 P-2 PLUMB SGEDULES SHEETS �rrrrr'•nI - # - ..- r ^rre+/" SEWAGE EJECTOR PUMP (SE-1 & SE -2) A SUBIERSOIE PULPS,: 1. DEN. 11000. 2500 OR ENGVIER PRE- APPRMO FOWL (SEE IW. 1 'W858111I10161 2. PUMP CASING. END BELL AHD MOTOR SHELL• CAST IRON. 3. 11PEIItR: SEII-OPEN. CAST ION. 4. SEALS: o. DOUBLE OPPOSED IIECHWCC& SEALS OPERATING N oog GRIDM1LE OIL AND NOT N CONTACT MM THE LOUD BEING PUPED. 0. LAMER SEAL 10 BE SOLD 9UCON MOE 'MIST SILICON C HOE. 5. MOTOR: _ o. SOT POLE. b. MOTORS THAT DEPENDS O OE FOR R9 901111 COOLING AHD LUBRICATION T 6E CONSIDERED ECU& OR ACCEPTABLE. c. SOLD ANSI 316 SUNLESS STEEL SWIFT. LISTED BY UL FOR USE N CLASS I. DNSION 1. CROUPS C A D 1117AR000S LOCATIONS 9. Batt 1. POURED N PLACE OR PRECAST COiNCRETE. 2. HE&W -DUTY TRAFFIC MlG HI. CAS- TUCNi. FLUSH- MOUNING COATED STEEL. COYER IMO NATCNNO CURB FRM E, GAS 1011. VIM RUSH DOOM. AND UPPER GUIDE RML BRACKETS. C. PILOT CONTROL: FOUR U1. LSTEO NON-MERCURY MOAT S TOES COMPLETE MiH SNiCK NOIMTNG PLACE D. CONTROL PRE: 1. FACTORY PER -N R D MD TE'Sinxi, UL LS1FD N+D um* maw. NIRINSlCALY -SAFE 2. NOM 1 OICLOSURL. 819OONIIECT SWCHES MIH LOCKOUT NNIDEES THROUGH 000R. 3. WPM STARTS 1YIflH 01. PROTECTION. HEST- OFF- NETOIWIC SELECTOR WOES. ELECTRIC AUERNA CR. CONTROL ORCUF 1RN1SFORMER PUP RUNNINGS LIGHTS, 'TROUGH-DIE-DOOR RESET BUTTONS. 4. SEAL FMLURE WANING ING LIGHTS VALE HEST BUTTONS, OVER- TEMPERATURE MICA= LIGHT'S. 5. HIGH 1UUER HARM HORN. MOICATNG LTG$f. MD SILENCING MR E VALVES: 1. 11ETL 2616 -3 DUPLEX VALME ASSEMBLY. 2. FACTORY- ASSDOIED. COFSISMNO OF 11110 ANGLE PMTERN VOUTO . BALL CHECK VALES MO ONE 3-WAY FOUR POSMON I901AiON WLW. 3. OUR/ROE CONTEMN 9IkL BE ORBITED AS SHO T ON ORAMINGS F. INSTAIJA1TOIt 1. CONTRACTOR TO DELVER COMER PLATE- MOUNTING CURB FRAME FOR NSTILLAUON BY TIE CONCRETE TRADES E'ER WNUFACTURERS 2. 816111 TO BE CLENED THOROUGHLY. mu n HATER MO COBBS ROOTED PRIOR TO v&iuNG POWS. 3. CONTRACTOR 10 FURNISH 2" SCH 40 STNKESS STEEL PPE FOR GUIDE RATS. 4. ELECT ICAI. CONTRACTOR 1O PROW ( SEPARATE COHOUi FOR POl6ER CABLE'S MAMEACTURER M L PUMP CO. MOOE1: 2521EP OPACITY/WA (FA: 80 GPIi /1r MB MOTOR: 1 HP/1150 RPM (MAIQ POMIR SUFFIX: 460 WC/3 PHASE 8A6PI: 48' OR X 129' DEIP (1011 GALLONS STORAGE CAPACITY) NOTES: PIMP MOTORS TO BE ()PLOSION PROOF CONTROLS TO BE MTRIISNCIU.Y WEE - PUJPS MALL CYCLE ON & OFF FOR /PPM 2+ UNITES. FLOAT SWITCH DETAL N OEIFTAM IO THE OORRECr SPACf1G OF If MAT 911100. PLENE FOUCN THESE STEPS 1. SET SNITCH (4) UCH IWER 11/Mr IE10. PAH WEST RIFT. 2. ROE SV NN (3) %PAW 9101ID BE SET ORECM.Y MOW (4). 111116 THE ROCS AP LEAST 90 OEIGAELS APHIS TO PROM THE LOIER 9111131 FTOM 1117110 DE 1198 ONE As It RUSES MIN THE LOUD. 3. SMR11 ?UP ON• SWUM BE SET 3•-4• MOW 911101 4.511101 ) 'RIPS SHOP' NW BE SFr A MEM OF 2' MOE DE TOP OF THE PUP %CURL 5. OED( COLROE NSTNIMON 1O SEE TIN NONE OF THE SHIMS Hr UU11I. PUPS. 91110 OR WOES. INS O DC 910110 BE MADE 111111 DE SNOWS II 110111 VC AID OFF' POSIIONS. TOW: ROW =TES NE NOT 10 BE NSTAILFD LWIlf SPACED AS SiIONL SNOW BONDI ROIOS 1 MO 2 M RIN( PUP R;AII ISE (SHOULD EE Ai LEAST 2 1N111E). ...i•.. --- -» - .l- MGR MAOER AV M (ONLY U1iV1 SPECIFIED) RAW N TREE I1NIGNG POSMON PUP • C FLOAT (sTNm -B) PUP 'Ott' FLOAT (FLOAT muttons PUP) SUMO= n 1 N MOW POSMON FMCS) STOP A !A It f , - SEWAGE EJECTOR PUMP DETAL • SECTION A a Sinai 110INNNG BR#OIET PPE SECURE FLOAT CABLE 10 PIPE IRE PM= • MFE IFS. i Q P) SECOND M c) RIP PULAW LBU. CONNIMES TO IbSE. 901H PUPS TUN OFF TE i UQUEI RON (4) .FU0111(1) WORM - FLOUT SUMICH BRACKETS MIST BE SETA WNW OF2'NOME TOP OF PUP %LOUIE 1 - MOIL PUP CONTROL PAN N MANAGERS OFFICE - SEE SHOT P-4. 1 E A A 2 • • r rr`i• ter • NIEf•21,116( -)00 _ M L I I =i ii 711 c 1 i 3_ v ) if : 7 0 IMO LAAO • 21107 O ENLR NEMER • 2000 OR .. - POO IE/OE1iS 000 cF11 10 PLUMBING SITE PLAN • 10 PROPOSED LOCANON OF 03 i 1m - 06 011:11. LAS PAESSiIAE REBUTAIOR. & ALL RE1MW 91116 UP TO CAS NETER S1{IU. BE ROWED & ITS AUD 0Y mace OR tout Gas coma - PLL0115 -MVO FEND NSIIE 100. - SRL BE - MOWED t ANTI If I CIEESfIGIIO Pl1AOIIG oONIRACIOR - SEE SHIFT 5ec akd 1 F.F.E. =28.50 0 242(-)2r 0 0 • 0 0 • 0 _ 0 CREASE INTERCEPTOR S1Z/6 PER 'UPC' APFBI3DC TARKIER OF SEATS = 330 SEATS NUMBER OF 11EAtS PER PEAK HOUR = 330 SEIUS/ O = 264 WENS PER HOUR MINER OF IEJILS HASTE nom PER PE* HOUR x R X 264 x 6 FEDEN ON TIME x STOwlc FACTOR x 25 X 1.5 INTERCEPTOR 5ZE (UQUO CAP101Y) = 5940 C L (I141) r A 6000 CAJON CEASE I iERtEPIOR SHALT 8E PLED 1111 RIMIER 8Y THE IM MO k THE RAPTOR SOW BE 0 I61Ri%1ED FOR OEEPTIM RR T NORkA . IGLMJAIIONS AV N4 INSTALLATION i U IN 191 AREA MI A HIGHER THEW NORSIN_ RATER U M- �JJJ J J✓ J ✓ .. ✓ ✓� /✓•- /J✓J�J•J./��I�J ✓��'.'�JJ J✓...J�!✓ ✓ ✓� / i' 1 i -1 7 NEW STORM DRAW PiPNC TO BLDG. - PISTOLLED BY CHEESECNE PLISOHC OONIRPCTOR - SEE SHEET P -7 FOR OONTMIAION. NEW 6' FIRE & 6' EIRE RISER - MUM IN OI SWJ E PURIM CONTRACTOR - SEE SHEET P -5 MR cOMIN UADON. tIL1P 21/2"' or TO BLOC. - NSTSUD 8Y CIEESECNQ: PLUMBING COITWICTOR - SEE SHEET P -5 FOR CONTMiAIION. NEW SITE unto PROMOED & NSTPIIED BY LANDLORD - SEE CM. CRAMS. NU1 4' GROSE WASTE TO BLDG. - LNSTAUID BY CHEESECAKE PLUMBING CONTRACTOR - SEE SHEET P-4 FOR OONFNUATION. NEW 6000 GALLON FRE -CAST CONCRETE GREASE IAERCFPTOR - PR0'l0W k IISTNIED BY UNLOAD - SEE ML ORIWNGS. (N) UIUTY ROMEO & NSTMIIO BY CHEESECAKE PLUMBING CONTRACTOR. SEE CML ORA IGS FOR COMMUNION. 6' SRI. SEVER TO BLOC. - NSTN.ED BY CHEESEC&X FUMING OOi IR CTOR - SEE SHEET P-4 FOR OONIM ION. 4' VENT BELAM GRADE TO BLDG. - MSTPLLED 8Y CHEESECME PUMIBNG OONIMCTOR - SEE SHEET P-4 FOR OONi1UMON. MAHOUT TO GRADE - PRONGED N NSTNLID BY MUM . 3' WWI OIL TO BELOW GRADE - %TM SEAL. TERIN TE 10•-O• (lal.) Ar.r. NEW 4' WNW SEMI TO BLDG. - NSTNIID BY CHEESECAKE RAM CONTRACTOR - SEE SHEET P-4 FOR OONiNUN ON. DI-No 1. AL NEW 9TE I flS 1 UMW 5"-0' OF EILDG. 91RL 8E MIND & MUM ft LAMM 1 THE MANIC COMIVOIR 91AtSL FOD MUiY AIL COMIC C IR!<ULE,'S 1W0R Tp THE S#aRi OF Mr IIORK MD SPIEL IMUMELY ISM OG c OF NW {AILS 1 i C EO CRO ENGINEERING GROUP, INC. STAMP 18652 Florida Street Su t. 150 Beock 1 7 0 F 4»41 - 6000 02 -23-07 O BULDII6 DEPT. PUN 0100( OE5761ER . cfie OUP= : CHO SHEET 1.1E SLAT awe* O PROGRESS PRWT O KICK OFF SET O HOLM OEM RAN OEOC O 8ID SET O CONSTRUCTION SET O SWUM/ DOCUMENT 6-6-07 A Baum 11 RECE' Et PEPNV St W 2 PS LLCM Xlit WrBER : 10I-on ROAMS SIDE RAN P-3 sus • • do • • 1 • . . . w. w..... w •s... • ., «r..... ..- ...,.... 1 . 1 11 1 ■• MEI= G• mi.. MIMI WWI= - MEM • �' � \ i / ■ Y. .._. .rw. • .. .. 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(8 MS) ROOF PPING PLAN • 11PC r worcono 04 TONS) 00 21670 ALL WATER SUPPLY PPM YAMS, & EXPAYSiON TANK ON ROOF SW& BE I6DLLED YAM HEAT TRACE & FULLY DIMMED_ g 11/41114X1260) • r"t (10 r DONISPOUI - SRL TO SIIP311 'ROCK - - CP ROOF (300 Sf.) 4 12 I to 13 MR 11/4(2C0) 0 Ea 41NR 7 - ' I it .,, .2.:, t,,. . r-.,\_:11.,..17:_tio,,ii--.,..,,,{1..-..:r.:., ( t. , Ili 1-41, , _, :.. .._ ,. it-4c-At ,..1,.. ..._. .• . _ j;......„4„........... 1 _4/„.ii/ ::-.1:: -.3:- ;; . 7 -. : 1 5-.- F7 - -. :- -.- t- f . . :,:...)-.. - .7 , 'x:. 4 . ;. 7.17 :c 1. -- I. ? r. '.= -/ , ,i;_ - .- ' ' -/: -- (` - t . II I .. 1 li 1 t ; , x-_-1 ' • I': -- --- 'fi `. it i_ .. f - .1! - :T. - ...-: =::: . • ' --:- -- . rt :-. ; -.; .• - fi - - -)- i._ i'il ) • s? , 5, - • - - - j::z... . 1: : --.: -.)} § - .:1 : :: 4 ±: i; ::. -/ :::-.1 ) ': t- i: 1--':- , : :.. r v is : :,:.-4 .. - .:1 -- .' , '- --- 4. - .,./\-Ii.li.. l---t•-: - . - 4 - _ - '1.: -,-•--_. 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SEE SHEET P-5 FOR CONTINATION. 11/2" WS TO sic UNIT (390 cm) 3' GAS TO WATER HEATER (2000 CM) (2) 3/46 IP MIN ROOF TO MATER HEAING OXIIPSIENT. - SEE SHEET P-5 FOR COMINUABON. ROG. RE-CATC. PU1P - SEE WATER HEATER OWL - SHET P-2 - 0010RACTOR 8UILD SHEET TEN. 00G HOUSE OMR FOR PULP TO PROTECT PUMP FROM WEARIBI. 3 GAS (2107 CM) ON. THRU ROOF - SEE MET P-6 FOR CONIINUMAR 11/4' GAS TO /C 1RM (390 CFI° EVANSON TNS( - SEE WATER HEATER DETAIL ON SHEET P-2. INSTAL WWI HEATER It STORE UM ON r HIGH Mil PLATFORM. 2' SCW ON. THRU ROOF - SEE SHEET P-6 FOR OONMUMON. r HI Ott MU ROOF - SEE SHEET P-6 FOR 00MINUATION. 2' GAS TO IIME-UP /JR UNIT (INA-1X900 CF11) 11/2 GAS TO /1/O UNR (480 Cf11). ROUTE ALL SUPPLY PIPING ON ROOF ON ERICO "CMO'f PROMO 50 SUPPORTS - PIPE SUPPORTS SHALL IlE IIGTPUED AT 6.--0 Or., AT ALL WOWS. AT MI HMS, & AT /11. REGUUAORS. FLUE EXIDZION MO COP - PROUD MD INST/LIED FIT 'mock CONIRACTOR. ILL VENTS THRU ROY (VIR) SHPd. TERIMME ge-cr (um.) FROM PM °tam NH N M MO 1 (UL) PDX PIPET 0011BUSTION PM RFTME PROMO MO MUD BY NEOWIC/L CONTRACTOR. 11/4' GAS (200 CFH) ON. THRU ROOF - SEE SHEET P-6 FOR CONIREADON. 11/2' COS (400 011) ON. 1HRU ROOF - SEE SHEET P-6 FOR cotariumort RISULL GPS PRESSURE REGUUMOR ON ROOF NEI PRESSURE = 2 PS (MUST BE RATED TO AT LEM 60 PS1G) OURET PRESSURE = r we PRESSURE RELATORS WPROX. 205 FT. FROM GAS MEIER MEOW PRESSURE GAS PIM (2 PSO SZED ON 250 FT. REGULATOR SHALL BE RATED FOR 2.500.000 BIWOR (MIL) NSW C P S PRESSURE REGULATOR ON ROOF. MEET PRESSURE = 2 PSI OAST RE RATED TO AT VAST 60 PSIG) OUMET PRESSURE r ac. RELATOR SHALL 8E RATED FOR 4.500.000 OMAR (M) INSTAL GAS PRESSURE REGULATOR ON ROOF. KIT PRESSURE = 2 PSI OAST SE WED TO Al LEAST 60 PSIG) WHET PRESSURE = 7" VLC. REGULATOR SHPLI. 8E RATED FOR 3.000.000 BWftI (ML) 3 MEDIUM PRESSURE GAS 0/1. THRU ROOF (8007 CFN) - SEE SW P-6 FOR CONTINUATOR ▪ ti-LINE GAS slur-ow west (IRIS! BE RAND TO AT 1DST 60 PSIG) NOTES 1. AL PM ON ROOF SAIL NE mous ON ONO VOW P1 PIPE AMOS 1og3D-ces2 (Immineaccii) - PPE 951 SAL. SE ague C-O OC. H BLOM MD RITN(6. 2 itl. HOT & 031a 111(101 SLOW PM WES. St EOM. T 01 SOW SIM SE 1160111E0 Mk NEM 1NICE a AMY mum. 3. at Rums COMM Sal 131.11.0 A SNEET NE011. 00C NOUSE WE 0:1181 RR ME NOT MISR RE-CMCIASMIC FIAP 10 PRIXECIII FRON 141E avast 4_ AL %EMS MP ROOF (W) 9111 MOW( W-Cr 004 mu Mr OSSCC1 116111 Ale r (dl) /1901E PAWS OM • RIMEINC CONSWEIOR 9S1LL PM AL OS MC 01 ROOF TO PROEM 0311051011. 6- AL ROOF taNNS ME 920) FOR r PRIOR SVISFISL 7. MU OM WM 01 /11. OSS (NES E U. 61LIPMENT. C(0 CR0 ENGINEERING GROUP, INC. SUMP 18662 Florida Stmt. Sub 150 nunb ra14)047-r00 92648 F (714)841-6000 O PROGRESS PRINT • LOCK oFF SET O WAN OM. PUN 01E0( 02-23-07 01 IRMO OWL PIM 1:1(0: O MD SET O CONSTRUCTION SET • SUESS1171 DOCUMENT 6-6-07 A MODE Si A A RECEIVED 20 rig pr-puff :Tr- cc maim CRAM z Ortom : CA3 SO/IS : AS NINO JOB NLIN8101 101-6X SPED' RITE ROOF PIING FLAN Sle7 Numeet P-8 -J et w z w 2 I- D 0 0 w U- 111 PLUMBING CONTRACTOR INSTALLATION NOTES 1. PLUMBING CONTRACTOR SHALL SUPPLY ALL FAUCETS VALVES FOR 110' F. (MAX) HW SUPPLY PER 'ADA" (F -1) FOR KITCHEN WNDSINKS WITH LEONARD No. 210 -F THERMOSTATIC MIXING CODE. 2. PLUMBING CONTRACTOR SHALL SUPPLY LEONARD No. FOR 110' F. (MAX) HW SUPPLY. 3. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTAL. SPRING OPERATED CHECK VALVES ON BAR SINK FAUCETS, SERVICE SINK FAUCETS, CAN WASH FAUCETS, AND PRE -RINSE UNITS. THE CHECK VALVES SHALL BE INSTALLED ON THE HOT AND COLD WATER SUPPLY LiNES REGARDLESS IF THE FAUCETS COME COMPLETE WITH INTEGRAL CHECK VALVES; AS THESE INTEGRAL. CHECK VALVES OFTEN TIMES FAIL 4. PLUMBING CONTRACTOR SHALL INSTALL WATTS No. 009QT -SS (RP) BACKFLOW PREVENTER ON MAIN SODA SYSTEM SUPPLY UNE - REM No. 14 ( BAG -IN -BOX). ROUTE DRAIN FROM BACKFLOW PREVENTER TO FLOOR SINK WITH A LEGAL AIR GAP. 5. PLUMBING CONTRACTOR SHAT INSTAL ALL KITCHEN EQUIPMENT WASTE UNES, INDIRECT WASTE ONES, AND CONDENSATE DRAIN UNES. All INDIRECT DRAIN LINES FROM KITCHEN EQUIPMENT SHAT BE 1' OR LARGER, AND ONLY 45' ANGLES ON INDIRECT DRAIN ONES SHAD. BE INSTALLED AND APPROVED. 00 NOT INSTALL 90' ANGLES (ELBOWS) ON ANY INDIRECT DRAIN UNE - UNLESS CONDITIONS PROHIBIT THE INSTAUATION ON 45' ANGLES - CONTRACTOR SHALL SECURELY ANCHOR AND SUPPORT ALL INDIRECT WASTE LINES AND CONDENSATE DRAIN UNES TO PREVENT MOVEMENT. 210 -F THERMOSTATIC MIXING VALVES ON ALL PUBLIC LAVATORIES AND DIPPERWELLS 6. PLUMBING CONTRACTOR SHALL DE RESPONSIBLE FOR ROUTING -OUT (CLEANING) ALL WASTE UNES FROM THE CHEESECAKE FACTORY SEWER SYSTEM TO THE POINT ON CONNECTION TO MAIN SEWER TIE -IN. 7. PLUMBING CONTRACTOR SHALL INSULATE ALL INSULATE ALL WASTE PIPING AND INDIRECT GRAN UNES ABOVE CEILING THAT RECEIVE COLD WATER DISCHARGE FROM ICE MACHINES, WALK -IN COOLERS, FREEZERS, AND AIR CONDiTIONiNG EQUIPMENT, ETC. 8. GATE VALVES SHALL NOT BE USED ON THIS PROJECT. ONLY 1/4' TURN BALL VALVES SHALL BE INSTALLED AND APPROVED, AND THEY SHAT. BE TESTED FOR 600 PSI WITH FULL PORT DIA. WHICH WILL NOT RESTRICT FLOW. 9. ALL PLUMBING VENTS THRU ROOF SHALL EXTEND A MINIMUM OF 1' ABOVE HEIGHT OF PARAPET WALLS. 10. ALL FLOOR SINKS SHALL BE INSTALLED WiTH SEDIMENT BUCKETS PER OWNER REQUIREMENTS - 8.5' X 8.5' X 3.5' DEEP EZ -FLOW DRAIN GUARDS (WWW.ORNNFRTERS.COM) (877) 489 -4370. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS OF ACCESS PANELS. 12. ALL ANGLE STOPS AND SHUT -OFF VALVES SHALL BE WATTS 1/4 TURN ANGLE STOP VALVES AND 1/4 TURN BALL VALVES (UNLESS NOTED OTHERWISE). 13. INSTALL "ADA' APPROVED INSULATION - TRUERBRO No. 102 - WHRE - 'LAVGUAIRD" ON ALL LAVATORIES AND HANDSINKS. 14. WATER HEATER (WH -1) AND STORAGE TANK (ST -1) ARE SUPPLIED BY THE CHEESECAKE FACTORY AND 1NSTALIED BY THE PLUMBING CONTRACTOR WITH ALL RELATED PIPING, FITTINGS AND VALVES. START UP OF LAARS WATER HEATING EQUIPMENT SHALL BE DONE BY AN AUTHORIZED LAARS REP. AND HE OR SHE SHALL BE GIVEN A MINIMUM TWO (2) WEEK NOTICE PRIOR TO START UP DATE. THE AUTHORIZED LAARS REP. IN TURN S HALL GVE A LETTER ADDRESSED TO THE CHEESECAKE FACTORY RESTAURANTS WHiCH STATES THE THE WATER HEATING EQUIPMENT IS INSTALLED AND FUNCTIONING PER MANUFACTURERS RECOMMENDATIONS. LAARS 800- 900 -9276. 15. THE CONTRACTOR SW_ VISIT THE SITE PRIOR TO SUBMITTING THEIR 80 TO VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ENS(REPi M 1ES BETWEEN THE EXISTING SiTE CONDITIONS AND THE CONSTRUCTION DOCUMENTS - THE BiD PRICE SWILL REFLECT ALL EXISTING SITE CONDITIONS. 16. G.C. TO CLOSE UP ALL WALL PENETRATIONS. THERE WILL NOT BE VOID AREAS AROUND ANY PIPES, CONDUIT, WIRING. ETC. ACCEPTED. ALL VOIDS MUST BE CLOSED WITH GYP BOARD AS CLOSE AS POSSIBLE AND THEN CAULKED. LARGE CAULK JOINTS VA LI NOT BE ACCEPTABLE. THE ESCUTCHEON PLATES ARE TO BE SILICONE TO THE WALL NO LOOSE OR BENT ESCUTCHEON PRATES WILL BE ACCEPTED. 17. ALL HOT AND COLD WATER SUPPUES TO FAUCETS AND OTHER EQUIPMENT IN KITCHEN, BAR, AND BAKERY SHALL BE RIDGID COPPER PIPE OR COPPER TUBING. DO NOT INSTALL FLEXIBLE HOT AND COLD WATER SUPPLIES IN KITCHEN, BAR, BAKERY, OR PtRliC AND EMPLOYEE TOILET ROOMS. WATER HEATING SIZING CALC. (N.SSFJ MATERIAL SCHEDULE PREP SiMC W/ 2 COMP SINK FELLER FAUCET HAND SINK SERVICE SINK MISC. SiNKS DIPPER WELL PASTA COOKER CAN WASH GLASS WASHER PRE -RINSE POT SW ASSEMBLY DISHWASHER SOILED DISHTAXE WASTE-COLLECTOR 1167 GPH x 100'F x 8.33 WS 0.75 1060GPH 3010GPH 8 0 5 GPH 2 020 GPH 805GPH 9 0 5 GPH 1010GPH 1 020 GPH 1 0 45 GPH 2045GPH 1 075 GPH 1 0 542 GPH 1010GPH 10120GPH 60 GPH 30 GPH 40 GPH 40 GPH 40GPH 45 GPH 10 GPH 20 GPH 45 GPH 90GPH 75 GPH 542 GPH 10 GPH 120 GPH TOTAL = 1167 GPH = 1296,148 +25X = 1,620,185 (min.) SANITARY SOiL MD WASTE PIPING BELOW SLAB ON GRADE TO 5 -0" OUTSIDE OF BLDG. UNE SHALL BE NO-HUB CAST IRON PIPE AND FT11NGS LATH CAST IRON OMENS MI STAINLESS STEEL BANDS OR 'ABS' PLASTIC PIPE AHD FITTINGS F APPROVED BY LOCAL BUILDING OFHCAL SANARY SOIL AND WASTE PIPING ABOVE GRADE SHALL BE NO -HUB CAST RON PPE AND DTTWGS M 1H CAST IRON COUPLINGS WITH STAINLESS STEEL BANDS. WILT PIPING ABOVE GRADE SH AU. BE NO -HUB CAST IRON PIPE AND FIH S WITH CAST IRON COUPLINGS WITH STAINLESS STEEL BONDS OR TYPE DWI/ COPPER PPE MI TH CAST COPPER SWAT FITTINGS. VENT PPM BELOW GRACE SHALL BE M -LOUR CAST IRON PIPE MO FMCS 111fTH CAST RON COUPLINGS 111TH SI MM' ESS SIEEI BAS OR WS' PLASTIC PPE MD FIRINGS IF APPROVED BY LOCAL BINDING OFFIGA_ W11AIER PIPING ABOVE GRADE SHALL BE TYPE 'L' HARD DRUM COPPER TUBING WITH 95-S S1LWR SOLDER JOINT FITTINGS_ WATER WAG BELOW GRADE INSIDE SLOG. SHALL BE TYPE 'K' SOFT ORAiIN COPPER TWIG. NO JOINTS OR FTEIIGS SHALL BE PLLOSED UNDER BLDG. SLAB IGEALI ALI RATER PPM OELOW FLOOR 12' (V) APART MD ROUTE Xi POLY SLEEVE. *3RECT MD CONI1ElASATE ORAL APING SHALL TIE:: TYPE '111" COPPER TUBING DM 95-S SILVER SOLDER JOINT WT PCS. CAS RANG AAIBOVE GRHIE 91q1. BE SCHEDULE 40 BIXK STEEL PIPE MTHH MALLEABLE IRON FITTINGS NO SHALL BET I ED M RETURN Mt CLUING ROAM W WOOD PER COL€. GAS PPDC BELOW GRACE 91 41 BED SCHEDULE 40 BLACK STEEL PPE WITH MkUMEE IRON FITTINGS NO SHALL BE FACTORY DRATTED TO PROTECT PPE FRGi CORRO610Nl Klima Aril HOT NO CORD WATER PPDC SHALL BE IMITATED WITH 'PPG' I OJSTRES, CERTAIN -TEED SAW GO(CIAURA SNAP -ON OR JOHNS- MUIt1A1E INIco -LOC. ALL AR COTO1ANING COMMUTE ORJII PFIC SiWL BE !MUM) M11TH JOINS -AMIVI . E 'kRiOTUBE' FOND PIAAS=IC PPE I .i_A MAIDEOL 9111 BE APPROVED FOR WARN AIR REIM WPUGUOON . ■ 1 R MAW R ARRESTORS STULL BE ALL SWtESS STEEL OO$SERUCOOII, BELLOW TYPE, PSI APPROVED N4 CERTIFIED 9ZANUG MD 1XO1ENT CC AFJRMAIG TO PLLIREINNG N D fiRM4NZ INSTITUTE SWORD PX -*W: -201 UA'EEST 1111 IN NO IS 11111LFACI ED BY ZU 4, J,4SMTH OR PPP DC. CLENIGUTS 9J2I ERE JR SIM ARV OR ASP* NO WAWCIURED AS RIMS: A FAD ROM rLOCRS: JR SUM No. 4163 VDT NOM. BRONZE TOP N4i GsSICED WATERNDG4T CO A3t OR EQUAL B. MIS: JR 911 74 Yo. 4532 WITH BROKE PLUG R4 MOW PLATED COMER 011 EQUAL C. YARD MD PNNC46G LOT: J.R. SMTH No. 4253 CAST RON SUrfNI LEVEL CQFRiOU,`T OR EQUAL " PLUMBING FIXTURE SCHEDULE ROUGH -IN CONNECTIONS Y 1 FIXTURE WATER CLOSET WATER CLOSET (ACCESSIBLE) WATER (EMPLOYEE) WALL HUNG URINAL COUNTER LAVATORY EMPLOYEE LAVATORY FLOOR DRAIN FLOOR SINK FLOOR SINK WATER HEATER ELECTRIC WATER HEATER STORAGE TANK OVERFLOW a0 =3 1/2' 110' 1/2' 110' 1/2' 110' 1' 1 1' OE 11/2' 11/2' 11/2' - 11/2' 1/2' 3/4' 3/4' 3' 1/2' 3/4• 3/4' 21/2'I21/2' 21/2'21/2' 1/2' 1 2' 1/2' 1/2 2' 1/2' 3' - 1 2' 2' 4' 4 4 6' 4' 4' 4' 2" / MERICIW STANDARD "MADERA" N0. 2234.016, WHITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS NO. 1955 SSC WHiTE ELONGATED OPEN FRONT SEAT, NO COVER, AND ZURN NO. ZER- 6000AV- CMP -WS1 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER UNE OF SENSOR EYE IS 10 1/8' ABOVE WATER CLOSET. DESCRIPTION 11/2' AMERICAN STANDARD 'MADERA" NO. 2305.100, MITE, ELONGATED 1.6 GPF FLOOR MOUNTED WITH BEMIS N0. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER, AND ZURN NO. ZER- 6000AV- CPM -V61 EXPOSED BATTERY OPERATED FLUSH VALVE - INSTALL FLUSH VALVE SO CENTER UNE OF SENSOR EYE IS 10 1/8' ABOVE WATER CLOSET. AMERICA I STANDARD "MADERA' NO. 2305.100, WHiTE. ELONGATED 1.6 GPF FLOOR MOUNTED WITH • BEMIS NO. 1955 SSC WHITE ELONGATED OPEN FRONT SEAT, NO COVER AND ZURN N0. Z- 6000AV -WSI STANDARD FLUSH VALVE (1.6 GPF). KOHLER No. K- 4960 -ET "BARDON' WHiTE WALL HUNG URINAL WITH ZURN No. 11/2' zER- 6003AV -CPA -W61 BATTERY POWERED SENSOR FLUSH VALVE, (1 GPF). J.R. SMiTH No. 0637 URINAL SUPPORT - SEE ARCHITECTUAL PLANS FOR URINAL ORIENTATION. KOHLER 'KATHRYN' No. K -2297 WHITE, UNDERCOUNTER MOUNTED BOWL WITH KOHLER No. K -T196 "FALLING WATER' FAUCET POLISHED CHROME SPOUT AND K- 307 -K SINGLE - CONTROL WALL -MOUNT CERAMIC VALVE. CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPUES NM LOOSE KEY STOPS. CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WLTH SECURED ESCUTCHEON. INSTALL LEONARD No. 210 -F THERMOSTATIC MIXING VALVE FOR 110'F HW. AMERICAN STANDARD " LUCERNE" No. 0355.012 WALL HUNG LAVATORY, WHITE J.R. SMITH CONCEALED ARM AND CARRIER No. 7001131 -19. DELTA No. 541WF FAUCET WITH LEONARD No. 210 -F THERMOSTATIC MIXING VALVE, 11/2' CHICAGO 337 OFFSET GRID STRAINER, CHICAGO 1006 RIGID SUPPUES WITH LOOSE KEY STOPS, CHROME PLATED 17 GAUGE CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. 1 -1 & L -2 ALONG WITH ALL KITCHEN HAND SINKS SHALL DE INSTALLED WITH 'ADA' APPROVED INSULATION ON SUPPLIES, AND TRAP - TRUEORO 'iAVGAURD' No. 102 - WHITE. 11/2' MFAB No. FS1732 -21 -150 12' SQ. X 8' DEEP CAST IRON FLOOR SINK WITH SECONDNY FIAT ROUND STRAINER, 11/2' 1/2 GRATE. INSTALL 8.5' X 8.5' X 3.5' DEEP EZ -FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAMRLTERS.COM) (877) 489 -4370 11/2' CUSTOM BUILT BY G.C., SUPPLY & INSTALL J.R. SMiTH N0. 2415 -C FLOOR DRAIN WiTH FLANGE & SEDIMENT BUCKET. SPEAKMAN N0. SC -5811 -RCP FAUCET 0 + 36' A.F.F. DELTA No. 541WF FAUCET WITH 070 -100 GRID STRAINER & LEONARD No. 210 -F THERMOSTATIC MIXING VALVE FOR 120' HW - FAUCET, STRAINER & MIXING VALVE BY PLUMBING CONTRACTOR J.R. SMITH No. 2005Y02(- BO5NB- P050 -U) 2' FLOOR DRAIN WITH 5 SQUARE NICKEL BRONZE STRAINER, TRAP PIMER CONNECTION AND VANDAL PROOF SCREWS. ▪ J.R. SMITH No. 2005Y03(- B05NB- P050 -U) 3' FLOOR ORAIN WITH 5' SQUARE NICKEL BONZE STRAINER, TRAP PRIMER CONNECTION, AND VANDAL PROOF SCREWS. MFAB No. FS1743 -21 -150 12' SQ. X 10' DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND • STRAINER, 1/2 GRATE. INSTALL 8.5' X 8.5' X 3.5' EZ -FLOW DRAIN GUARDS IN ALL FLOOR SINKS (WWW.DRAINFILTERS.COM) (877) 489 -4370 MIFAB No. FS143 -21- 150 -7 12' SQ. X 8' DEEP CAST IRON FLOOR SiNK WITH SECONDARY FLAT ROUND STRAINER, TRAP SEAL PRIMER TAPPING, AND 1/2 GRATE. INSTALL 8.5' X 8.5' X 3.5' DEEP EZ-FLOW DRAIN GUARDS iN ALL FLOOR SINKS (WWW.DRAiNF)LTERS.COM) (877) 489 -4370 MFAB No. FS1743 -21 -150 12" SQ. X 10' DEEP CAST IRON FLOOR SINK WITH SECONDARY FLAT ROUND STRAINER, 1/2 GRATE INSTALL 8.5' X 8.5' X 3.5' EL-FLOW DRAIN GUARDS IN AL FLOOR SINKS (WWW.oR NRLTERS.00M) (877) 489 -4370 WOODFORD No. Y34 FREEZELESS HYDRANT WiTH VACUUM BREAKER - ROOF MOUNTED. WOODFORD No. B65 ANTI -SPHON FREEZELESS WAIL HYDRANT WITH WALL BOX AND VACUUM BREAKER - WALL MOUNTED LAARS No. PNCV2000 ' PENNANT' OUTDOOR WATER HEATER WifH INTEGRAL FACTORY SUPPLIED PUMP PART NUMBER A2109700, 1, 999,000 BTU/HR GAS INPUT, 2040 GPH RECOVERY 0 100' F. RISE, 14' DIA TYPE 'O' FLUE WTH FLUE CAP, COMBUSTION AR OPENING ON BACK SiDE OF WATER HEATER SHALL BE COVERED WITH LAARS PART NUMBER 02008300, SHIPPING WEIGHT = 1010 LBS. (WATER HEATER PROVED BY THE CHEESECAKE FACTORY & INSTALLED BY PLUMBING CONTRACTOR, 14' DiA TYPE 'B' FLUE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR) BRADFORD WHITE N0. LD- 40S3 -3 40 GALLON ELECTRIC WATER HEATER, 8000 WATTS, 480V, THREE PHASE, 32 GPH RECOVERY AT 100' F. RISE. 437 LBS, 47' TALL X 20' DK LAARS 223 GALLON HORIZONTAL STORAGE TANK, MME, INSULATES) AND JACKETED, 30' DIA X 78' LONG, 2540 LBS. - STORAGE TANK PROVIDED BY THE CHEESECAKE FACTORY & INSTATED BY PLUMBING CONTRACTOR (P.C.) P.P.P. INC. PRIMER MODEL No P1 -500 OR P2 -500 AS REQUIRED, INSTAL WITH ACCESS PANEL OR ABOVE GEI.ING ZURN No. Z -882 12' WIDE X 120' LONG TRENCH DRAIN WITH Z- 882 -BG HEAW DUTY GRATE. ZURN No. Z -882 12' #0E X 72' LONG TRENCH DRAIN WITH Z- 882 -BG HEAW DUTY GRATE. ZURN No. Z- 882 12' WIDE X 66" LONG TRENCH DRAIN WITH Z- 882 -BG HEAW DUTY GRATE MAFAB No. F1440 -4 AREA DRAM MEH HINGED GRATE JR SMITH No. 1010 -CID MTH CAST IRON DOME IJID8 No R1150 - COMBINATION 3' ROOF DRAIN AND SECONDARY OVERFLOW DRAM WISH 12' X 24" GALVANIZED SUM RECEIVER, (2) T110 LACQUERED CAST IRON ROOF DRAM BODES OM ANCHOR FLANGES CAST IR0N4 WATER PROCCI NG 110113RANE CLAP RRNIGS WITH INTEGRAL GRAVEL STOPS, AND (1) ONE 4' DIAMETER 'ABS" OVERFLOW STROVE, RIO (2) TWO METAL DOVE STRA JR SWATH No 1070 -0D WITH CAST MN DOME ROTES: AL WATER CLOSETS SHAM usE 1 -HoRE TPJAN 1.6 GAALLONS PER FLUSH AM ARL t $ SHAT. USE NO I1il0RE THAN 1.0 GA4LOKS PER RUSH. FAR THE G:ESECJNKE FACTORWi'S REQUEST, NO SU8STiTUfIORS OR MJtR IATMS Of PLIMI NG FiXTUR(S Stull BE ALLOWED OR APPROVED. PLUMING GENERAL NOTES 1. BEFORE COMMENCEMENT OF WORN(, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS, ELEVATIONS MD CHARACTERISTICS OF ALL W1LITTES AND PIPING, PRIOR TO THE START OF ANY TRENCHING, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL. BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND THE KITCHEN DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS FOR HANDICAP FIXTURE LOCATIONS AND MOUNTING HEIGHTS. (INSULATE ALL EXPOSED HOT WATER MD DRAIN PIPING BELOW HANDICAP LAVATORIES AND SINKS WITH INSULATING TAPE Mi0 OFFSET P -TRAP AGAINST WALL ALSO, ALL FLUSH VALVES SHALL BE TO WIDE SIDE OF STALL) 4. ALL PLUMBING WORK SHALL BE INSTNJ.ED SO AS TO AVOID INTERFERENCE WITH ELECTRICAL A110 MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAM PIPING PERMITTED OVER OR UNDER ELECTRICAL PANELS. 5. ALL CONDENSATE DRAiN PIPING ON ROOF SHALL BE TYPE "L" COPPER AND INSTALLED ON ERICO "CADDY" PYRAMID 50 PIPE SUPPORTS (800) 333 -0852 (WWW.ERICO.COM) PIPE SUPPORTS SHALL BE INSTALLED AT 6' -0' O.C., AT ALL ELBOWS AND FITTINGS AND THE PIPING SHALL BE SLOPED TO AND TERMINATED AT AN APPROVED RECEPTOR WITH A LEGAL AR GAP. 6. ALL CONDENSATE PIPING IN ATTIC SPACES SHALL BE FULLY INSULATED - SEE MATERIAL SCHEDULE THIS SHEET. 7. AL CLEANOUT'S SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLE NOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 8. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MIN. OF 12 INCHES FROM ANY VERTICAL SURFACE, OR 1' ABOVE PARAPET WALLS, AND 10 FEET FROM, OR 3 FEET ABOVE ANY OUTSIDE AiR INTAKES. 9. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 10. UNIONS SHALL BE PROVIDED AND iNSTALED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 11. BEFORE FABRICATION OR INSTALLATION THIS CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF AIL MECHANICAL EQUIPMENT AND EQUIPMENT PROVIDED UNDER ANOTHER SECTION OF SPECIFICATIONS. EXACT ROUGH -IN LOCATIONS AND REQUIREMENTS SHALL BE COORDINATED IN FIELD. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID. 13. ALL WASTE AND VENT PIPING BELOW FLOOR SHALL SLOPE AT 22 MIN. UNLESS OTHERWISE INDICATED. 14. ALL VALVES, TRAP PRIMER, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 15. ALL LAVATORIES TO BE EQUIPPED WITH PRESSURE COMPENSATING FLOW CONTROL DEVICES RESTRICTING THE FLOW TO 0.5 GPM., FAUCET TEMPERATURE IS ALSO LIMITED TO NO MORE THAN 110'F. 16. WATER OR SOIL PIPE BELOW GRADE OUTSIDE SHALL HAVE MINIMUM COVER AS RECOMMENDED BY LOCAL AUTHORITIES. 17. ALL HOSE 131685 SHALL BE INSTATED 18' AMYL FINISH FLOOR OR GRADE, UNLESS OTHERWISE NOTED 18. THESE DRAWINGS AND SPEaFTCATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 19. ALL PLUGGED TEES AND PLUGGED AYES SHALL BE UNE SIZE UNLESS OTHERWISE NOTED. 20. ASIESTOS OR HAZARDOUS WASTE IT IS UNDERSTOOD AND AGREED THAT THIS CONTRACT DOES NOT CONTEMPLATE THE HANDLNG OF ASBESTOS OR AND HAZARDOUS WASTE MATERIAL. F ASBESTOS OR ANY HAZARDOUS WASTE MATERIAL IS ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. DO NOT DISTURB, HANDLE OR ATTEMPT TO REMOVE. 21. CONNECTION BETWEEN INCOMPATIBLE MATERIALS ABOVE GRADE AND INSIDE BUILDING SHALL BE MADE WiTH TWO (2) DXELECTRBC UNIONS SEPARATED BY A 12' SECTION OF RED BRASS PIPE. 22. AL CUTTING OF EXISTING PAVING S, WALKS AND /OR FLOORS SHALL BE BY IDCHINE SAW CUTTING. HOLES FOR PIPING IN CONCRETE WALLS OR FLOORS SHALL BE DONE BY CORE DRILLING EQUIPMENT. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND /OR DAMAGED BY HIS OPERATIONS. 24. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION IIE WiLL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNER'S REPRESENTATIVE SUFFICIENT NOTES OF SUCH INTF_RRUPTION AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. 25. COORDINATE LOCATION OF GAS & CONDENSATE CONNECTION ON AR CONDRIONING UNITS MIRTH MECHANICAL CONTRACTOR FOR ROOF PENETRATION PRIOR TO INSTALLATION. 26. DURING THE PROGRESS OF WORK THE PLUMlI3ING CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE PLUMBING SYSTEMS_ THE RECORD DRAWING SHALL SHOW CWIGES IN MANUFACURER (MTH NUMBERS AND TRADE NAMES). MATERIALS, SIZES, LOCATIONS AND HOOK-UP POINTS. AS -BUILTS SHALL BE EVEN TO THE OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF J06. 27. Al WORK SHALL BE DONE 1 ACCORDANCE WITH ALL LOCAL CODES, RULES AND REGULATIONS GOVERNING THIS PROJECT AS SET FORTH BY THE LOCAL ADMINISTRATIVE AUTHORITY. 28. BEFORE ANY USE OF WATER SYSTEM IS WADE FOR DOMESTIC PURPOSES IT SHALL BE STERUZED BY SLOWLY FNJJIG THE SYSTEM MATH A WATER-CHLORINE SOLUTION CONTAIMNIG AT LEAST Riff (50) PPM OF CILO RIME, AND THE SYSTEM OR PART THEREOF SHALL OE VALVED OFF AND MIMED TO STAND FOR TWENTY FOUR (24) HOURS; O R, THE SYSTEM OR PART THEREOF SHAD. BE FILLED WITH A WATER - CHLORINE SOLUTION CONTAIN@NG AT LEAST 1M HUNDRED ( 200) PPM OF MORWE AND ALL0*ED TO STAND FOR 1HI (3) HOURS_ FOLLOWIIING THE ALLOWED STANDING 1114E, THE SYSTEM SHOAL BE FLUSH WITH CLEAN POTABLE DATER UNTA. DIE CHORINE RESIDUAL IN THE WATER CONING FROM THE SYSTEM DOES NOT EXCEED THE CHI.LRWE RESIDUAL W TIE FLUSHING WATER 1115 PROCEDURE OF RUSHING THE SYSTEM SHALL BE REPEATED FIT IS SHOWN BY BACTERIOLOGICAL DUJAMNAT1ON NW1DE BY R1 APPROVED S 3ENGY THAT CONTAMINATION PERM N THE SYSTEM. 1 o go I &LATION TABLE FOR WATER PPI NG PPE 92E: • 1' E SWUM 1 -1/4' - b' 8' LARGER 3/4' 1' 1 -1/2' AIL MSLE1Q1ON SHILL WU. BE WJR WADES OF 400 TO 4.6 PLUMBING LEGEND SYMBOL. EW EGW -cw am we emaWm. awn. sr - PO ----- ED --- SD ESD OFD ECW H1/ EMI AMR SCW- S1W FW TW TWR EG - MPG - DJPG - HPG EHPG LPG - - -O 3-- 1 00 - -a =iID!!lS d -mss siai bs ride to : c - " - • "'s without prior aggro-Ma _ T:::ar1y eviding Wv1s::n. .....7Z: 7_:".1_.::s :3>ect*eagew SANITARY WASTE ABOVE GRADE OR FLOOR SANITARY WASTE BELOW GRADE OR FLOOR EXISTING WASTE GREASE WASTE ABOVE GRADE OR FLOOR GREASE WASTE BELOW (MADE OR FLOOR EXISTING GREASE WASTE COMBINATION WASTE AND VENT ABOVE GRADE OR FLOOR COMBINATION WASTE AND WNT BELOW GRADE OR FLOOR PUMP DISCHARGE IJNE INDIRECT DRAiN CONDENSATE DRAIN EMERGENCY DRAIN SANITARY VENT ABOVE GRADE OR FLOOR SANITARY VENT BELOW GRADE OR FLOOR EXISTING SANITARY VENT STORM DRAIN ABOVE GRADE OR FLOOR STORM DRAIN BELOW GRADE OR FLOOR EXISTING STORM ORAN OVERFLOW DRAIN DOMESTIC COLD WATER ABOVE GRADE OR FLOOR DOMESTIC COLD WATER BELOW GRADE OR FLOOR EXISTING DOMESTIC COLD WATER DOMESTIC 110T WATER ABOVE GRADE OR FLOOR DOMESTIC 110T WATER BELOW GRADE OR FLOOR EXISTING DOMESTIC HOT WATER HOT WATER RETURN ABOVE GRADE OR FLOOR HOT WATER RETURN BELOW GRADE OR FLOOR SOFT COLD WATER SOFT FILTERED WATER FILTERED WATER TEMPERED WATER TEMPERED WATER RETURN REVERSE OSMOSIS RECLMMED WATER FIRE PROTECTION WATER SUPPLY GAS - LOW PRESSURE EXISTING GAS - LOW PRESSURE GAS - MEDIUM PRESSURE DOSING GAS - MEDIUM PRESSURE GAS - NCH PRESSURE COSTING GAS - HIGH PRESSURE LIQUIFIED PETROLEUM GAS - PROPANE PIPE DROP PPE RISE RISER OR DROP BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION UNION CAP VALVE IN RISER GATE VALVE OR SHOUT -OFF VALVE GAS COCK PRESSURE GAUGE WITH GAUGE COCK WATER HAMMER ARRESTOR TRAP PRIMER CHECK VALVE SOLE Nl00 VALVE FLOOR CLENIOUT OR CLEANOUT TO GRADE CLEANOUT iN YARD BOX - TRAFFIC WEIGHT W iL CLEANOUF REFERENIOES KITCHEN EQUPMEHE SCHEDULE NEW IUTCIIEN EQUIPMENT REFERENCES KITCHEN EQUIPMENT SCHEME COSTING KITCHEN EQUIPMENT MEAT REFERENCES PHI NOTES REFERENCES PLUMBING FX WRE SCHEDULE DESCRIPTION 1 -= AtIATE PERMIT t _. ZJIRED FOR r D Flunbtng COrsniv at / of Ti&wb BUT DL' G Dyisj inn n , ' , ea x.sne Is stied b eras and or. tax :'. 4 C w � dm:1m ; &es nct a.eans cam L - tl -c DIADING MUM 1 ABBREV. DESCRIPTION ABV ABOVE ABV CLG ABOVE COUNG AFF ABOVE FINISHED FLOOR BB. BELOW CD CONDENSATE CFH CUBIC FEET PER HOUR CFM CUBiC FEET PER MINUTE C CAST IRON CLG CEILING CO MAHOUT CONC CONCRETE COOT CONTINUE OR CONTINUATION COTG CLEAN OUT TO GRADE CW COLA WATER DIA DINKIER DN DOWN (E) EXISTING EF EXHAUST FAN ELEC ELECTRICAL F FIRE FCO FLOOR CLEAN OUT FCU FAN COIL UNIT FLA FILL LOAD AMPERAGE FIR FLOOR FPM FEET PER MNUTE FT FEET FiR FLUE THRU ROOF FU FIXTURE UNITS FW FILTERED WATER G GAS GA GAUGE GALV GALVANIZED GC GAS COCK GPH GLUONS PER HOUR GPM GALLONS PER MINUTE GPR GAS PRESSURE REGULATOR HDR HEADER HP HORSEPOWER HTG HEATING HTR HEATER HW HOT WATER HAIR HOT WATER RETURN I: INVERT ELEVATION KW KILOWATT LBS POUNDS MOH THOUSAND BTU PER HOUR MECH MECHANICAL Mil MINIMUM MPG GAS - MEDIUM PRESSURE MUA WAKE -UP AIR MC NOT IN CONTRACT N0. N UMBEJR NTS NOT TO SCALE OD OVERFLOW DRAIN PH PHASE (ELECTRICAL) RV POST INDICATOR VALVE P0C POINT OF CONNECTION PPM PARTS PER MRUON PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PIRV PRESSURE- TEMPERATURE RELIEF VMA RD ROOF DRAM REQ'D REQUIRED RO REVERSE OSMOSIS RP REDUCED PRESSURE RPM REVOLUTIONS PER iNTNUTE SCW SOFT COL? WATER SD STORM DRAIN SFW SOFT FMTERED WATER SHE SHEET SOV SHUT OFF VALVE SPEC SPEORCATION S0. FT. SQUARE FEET STL STEEL 1011 TOTAL MANIC WM TEMP TEMPERATURE DP TYPICAL LL UNDERWRITERS LABORATORY ✓ VENT V3 MIX BREAKER %IF WEN BELOW FLOOR VCP VE1RF1E11 D CLAY PPE VTR ;O ii URU ROOF 1< WK4SSTE KO WALL C[EAiv0AT N SOW 11 f4 r :.E3 QTY � t= :: C (O CRO ENGINEERING GROUP, INC. 18652 flcMo Street. Silte 150 F ( 1 7 t7 00 714 641 -1000 STNIIP O PROGRESS PRINT O RICK OFF SET O IER3H 0111 FUR owc 02 -23-07 m SWAIN COT RJII OEOC O Bo MT O CONSiRUCTION SIT 080 I 940E, � o Su6IrITTAL DOCUMENT A w Z oE4GNElt : CRO OR l: ,R C•EotED . CCO SC•tE : OS leye cos M : tat -8,� Sys RAE NOTES & a'ECIRCA1IONs 1 i V NOTES: 1. REFER TO KffCH N EQUIPMENT SCHEDULE FOR TEMPERED WATER SETTINGS. 2. PROVIDE ADEQUATE SUPPORT FOR MIXING VALVE. DO NOT SUPPORT NIXING VALVE WITH ASSOCIATED PIPING. 3. HARD PIPE ALL SUPPLY LINES. DO NOT INSTALL FLEX UNES. RIGID HOT WATER COPPER PPE MDCIIG VALVE DETAL 45' *ISLE 8.5'X8..5'X3.5'DEEP EZ -FLOW DUN GWRD FLOOR SIC DUAL P.C. = Plumbing contractor - C'a' = 1/4 tum shut oft valve by P.C. took = Direction of water flow Finished Ceiling Note: P.C. See Notes 4 & 5 Finished Floor Three Valve Byposs See Note 3 Ice machine Filter Note May be(4) atil(A) Allman 0 is .ad,ioe coKg. RIGID COLD WATER COPPER PIPE FRONT EDGE OF EQUIPMENT. OPEN PORTION OF FLOOR S MC GRATE_ NFP NS) NO 1 �1� 0 Carbon Filter ---- -) Water Softener See Note 6 1' NLN 2' MAX FLOOR STS( SECONDARY RAT ROLQ4D STRA TIER_ x verso f Dio 14' Floor Sink See Note -6 COPPER PIPE 10 FAUCET LENARD j210 -F DIE RMOS'TA71C MIXING VALVE INSTALL MIXING VALVE DIRECTLY BELOW EACH SW OF UIYATORY. LEI XRECT DRAM SN.AL. ONLY SARA TO OPEN PORTION OF FLOOR SPX GRATE f \ 1 ti f f ` °,,∎ ��� 4 Teti 6 4 0 �3► ° tip ` � d �e qz , cP y obic• 44 cp r . ti 120v Outlet See Note -6 .. m r 21' Dio Check Volve f l Note 2 V 1E3 1E3 24' Brine Tonk 0 7' -0' Note: 1. Plumb filtered woter to the following items: Coffee Maker's ice teo maker's. Gloss fillers. ice machine. Sodo system (carbonotor) 2. P.C. to provide o check - valve, (spring Loaded) and spigot -this Tine to be some D'a.os inlet. 3. P.C. to provide 3 -voive bypass, 4- required and (1) spigot on softener and (1) spigot on corbon filter os shown. 4. Finol hook -up of softener and filters by plumbing contractor. 5. Equip. shall be in one room or oreo and be os closely plumbed together as possible. 6. Equip. requires 120v.elect.outlet to be placed within 6' of units and floor sinkSee FSEC DWGS for Iocotion. 7. See engineer's DWGS. for exact water inlet size. 8. Tempering vohle (if used) to be supplied with soft cold water. 9. Instoll unions within 6' of control valves on the horizontol to facirti ate removal of equipment. 10. Connect softener to woter system offer sterilization and purge concentroted chlorine is complete. WATER FLTRATION & SOFTENER SCHEMATIC - EQUPMENT ELEVATION NOT TO SCALE COLD WATER ONLY OCCURS AT FUJNOSINKS AND LAYATORrS. 1/4 TURN SHUT-OFF VALVE ON HOT PilD COLA WATER SJPPLES. INSTALL EECURNEON ON HOT MD COLD WHMER PIPING AT ALL WALL PENETRATIONS. NOT TO SCALE [5 wR 1 NOT TO SCALE I 1 ; SET AOUASTAT TO TURN PUMP ON 11H1D1 RETURN TEMPI RATURE REACHES to OE G. F. LOMB THAN HEATER SET POINT (140 OEG. F.) RE TURN i AiLIRE DES HEATER SET POINT 040 OEG. F) CONNECT PIMP TO ME CI.ocC TO PREVENT MAP OPERATION DURING AFTER HOURS OF B USINESS - INSTALL TIME CLOCK AT ROOF ACCESS PUCrrciw SHEET P -S 90' ELM/ (TYP) GR ILIND LEVEL -\ '1'>/» PLUM ONO CONTRACTOR SHILL! SUPPLY AW INSTALL TINE CLOCK AP j N J PATIO HEATER DETAL LAIRS 223 GALLON HORIZONTAL STORAGE TANK (2540 IBS) STORAGE TANK PROVIDED BY CHEESECAKE INSTALLED Off ROOF BY P.C. VACUUM REUEF VALVE (nP) (8Y P.C.) THERMOSTAT (TYP) (BY 2' HOT WATER SUPPLY (2) 3/4' HOT WATER RETURN INSTALL GLOBE VALVES & CHECK VALVES TO BALANCE IIWR SYSTEM (BY P.C.) BELL & COSSET MODEL NBF22, ALL BRONZE, 2 V, RPM, ASE, (BY P.C.) P.C. SHALL SURD A DOGHOUSE COVER TO PROTECT PUMP FROM WEATHER 1' WIZ 2 -1/2' BY.R.V. ON OWLET AQIIA►STAT (BY P.C) WATER HEATER AND STORAGE TANG 3' DIA. STEEL POST APPROVED - PIPE GAS SHUT -OFT VALVE : — PATIO SUB ///!! / / //1:!I y. . r te`•'• WATTS No. 240 T.P.R.V. BY P.C. SPILL TO ROOF HMR SERVICE VALVE (BY P.C.) 14UPPED PRO CT MAST KITCHEN EQUIPMENT SCHEDULE ITEM 2 2 BLOWER COIL (FREEZER) 6 1 BLOW COIL (BEER COOLER) 14 31 34 39 ow. DESCRIPTION 2 WC- 11I -80X (WIRI SODA SYSTEM) 1 KM COIL. (PRODUCE COOLER) BLOM COIL (MEAT/DAIRY COOLER) 2 EWER COIL (RAPID COOIDI) 1 43 1 PREP. SINK 46 1 VEGETABLE fXRYER 47 1 FLOOR GRIME 0 PREP. SDK 53 54 55 56 57 59 1 COUNTER TOP OPEN BURNER 1 RICE COOKER 1 PRE - RINSE 0 PREP.SYOC 1 , DOUBLE CONVEC110N OVEN 1 WAIL MOUNWED SPRAY FNICET 1 SWING PAN 3/4' 1/2. 1/2' 74 76 77 78 80 86 103 104 106 1 HAND SINK 1 FLOOR GRATE 1 ICE BN 2 ICE WCHNE 1 ICE WORE 1 FIE FAUCET FOR ONCE 1 JNBLORS SLNK 1 JNII ORS SINK FAUCET NM VM UUV BRENER 1 DETERGENT PUMPS 110 1 BEVERAGE STATION SEE 111 5 PITCILER FLIER /DRAM BASKET 117 1 COFFEE WAFER 118 2 SERVICE VALVE (BY P.C.) ICE TEA Win 2 -1/2' vv MAT WOE i' CI SPRY r SWAIN CR TPRY. 1r/ 3/4' ORBIT —1) l 9R u MX SMILE 11aQt TERM loo NeXT UM 18 GOUGE X 11//22 11( GAM MEI NE M sTwlaps SECURED TO 1C . ROI 1/2' a*. X 2' VG 1302.15 3/4' ORM MON IMRFLOM plies - ROUE TO SI ACE SRVC Rag LeGIC AR :0P NIMBLE WSW 1' F.S 1' FS. 1' FS. 1' F.S. 1' F.S. 1' FS. 11/2' FS. 1' F.S. 3' 2' 3' 1' F.S. 1' F.S. 1' F.S. 3' Y F.S. 1' FS. —PRESSURE GAUGE (TYP) (BY P.C.) WATER HEATER AND STORAGE TMIC ARE PROVIDED BY THE CHEESECAKE FACTORY (OWNER) AND INSTALLED BY THE PLUMBING CONTRACTOR (P.C.) RE -CRS PiRP - ESL & GOBBET Na. NEIF -85, 119V. 1141y 2600 HP Vla�r CW 2' (2) 1 1/2' FW GAS (2000 CFHSI) PLY WATER HEATER WTTH HW s CFI! RE1iAlOC 1/2' 1/2' 1/2' 1117 1/2' 3/4' 1/2' 1 NOT TO SCALE [4] ELECTRIC WATER HEATER DETAL ' 120 1/2' 35 1' 100 1' 144 2' SCW SUPPLY AMIROL No. ST- -C MANSION PIA P C.} WITH 't.' BRACKET. LAARS No. PNCV2000 'PENNANT' OUTDOOR WATER HEATER (1010 IBS) WATER HEATER PROVIDED BY CHEESECAKE INSTALLED ON ROOF BY P.C. 14' DIAL TYPE '8' FLUE WITH FLUE CAP - SUPPLR:D AND INSTALLED BY MECHANICAL CONTRACTOR DRAIN FROM TPRV - SPILL TO ROOF LuMl► ELECTRIC 1110ER HEATER 2r TOIL X21'DMA 355 LEG OVERFLOW PHI CERRO MSTMJ. WATTS 0091N-SS (RP) BOCKFLOw PREVENIER (FD-3) BY P.C. 11/2' 1/2' 2' FW 1 ' FW 1/2' 2' 3/4' 1/2' INSTALL LEONARD No. 210-F 1HERMOGTAI1C LYDONG HALVE BY P.C. (FD-3) INSTAL WATER MIER ARRESTORS ON WATER SUPPLY LEES NSTNJ. WAER HAMMER ARRESTORS ON WATER SUPPLY LINES BY P.C. (SS-1) BY P.C. (SS -1) NSTMJ. WATTS No 0090T -SS (RP) MORON PREWNIER 1/2' MULL LEONARD No .210 -F THERf1OSTA]IC 1 ONG VALVE INSTALL WATTS No. S0-2 OUN. CHECK YALE NSEILL WATTS No. 50-2 OWL CHECK VINE 1 STORAGE MK & WATER BOILER S11AL.L BE BOLTED DOWN TO ROOF CURB. 1 ALL SI PPLY PIPING, OCPANSION TANK; AND VALVES ON ROOF SHALL BE INSTALLED WITH HEAT TRACE AND SHALT_ BE FULLY INSULATED. mama (P.c.) TET►P. auGF. r%) HRR —f 1/210/0 BAT! Vr1.EE (11P.) OEM WOE (f1IP) 2 MON EOM= ORE NOT TO SCALE !TOTE: SET PRUPSTAT TO TURN PUMP ON URN RETURN TOPIERARNE HEATER SET PONT (1400 OE.G F.) RETURN R PIES MOM SET PONT (140 OM. F.) CONNECT PULP 10 ME QoCIC 10 PREVENT RAP OPf JT10N MAN G AFTER HOURS OF BUSINESS - INSTALL TILE CLOCK AT ROOF ACCESS PLATFORM SEE SHEET P-S PwiO NG MNIRACTOR 9011 SUPPLY AND BALL TTIE COCx 1 NOT TO SCALE 1: 3 Ar 2 k DRANBOMD 1' F.S. 122 126 2 HAND SINK 0 SERVICE COUNTER 130 131 1 COMER TOP BROKER 54' 133 135 137 130 140 141 142 144 147 148 149 1 CHEESEMEUER 36' 151 156 159 160 162 193 MEM A%EWLI.Y 168 169 177 1 A 1EFR1G BASE (2)1' FS. 184 199 200 201 202 203 206 211 213 222 223 1 232 233 237 267 QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 XE 811 /DR * DISPENSER 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 229 2 DESCRIPTION EQUIP. COURIER WITH REFRIG. BASE CREESEUI 1Et 72' FRYER AMY M111I1 FILTER COUNTER TOP GRIDDLE 42' EOUP. COUNTER 111I1H REFRIG. BASE OPEN BURNER SECTION COUNTER TOP GRIDDLE 36' CFEESE&EITER 72' PASTA COOKER REFR1G. BASE OPEN BURNER 60' REFRIGOWED / FREEZER BASE FEL FAUCET (PASTA) CEESOIELTER 24' MG. BASE PIZZA OMEN (DOUBLE 0EC10 CM WASH 1 FAUCET FOR CAN WASH 3 WAD SINK AT CHEF'S COUNTER CHEF'S COUNTER B REFRIG 8ASE F REFMC. BASE 1W4O SW 0 05H11A9HOlG MINS K HOOD 06190 IlER SOILED 01S ITNIE PRE -RBLSE 0 DLSHUBIE FAUCDS 0 SOLED GIST NLIE HARD SINLC 0 BA4CERY MA RY INUIT SPEC W/IUD OUW/MJIUfY SNKS 11/2' 11/2' (2)1' 1' OFFERI 1J. 0 EMERY REFIUG. BASE 2 SECTION RUNG. BASE NOM SINK i1H MAN WAR COMER TOP mom PNI CHILLER COMM TOP EIMER Fi1ER MET KITCHEN EQUIPMENT SCHEDULE WO WASTE 1' F.S. (3)1' F.S. 11/2' 1.5. (2)1' F.S. 1' 1.5. (3)1' F.S. (2)1' F.S. C. REFRIC. BASE (2)I' F.Sv D. SINK SECTION - USED AS DWP/IE U1Y S - 1 11/2' F.S. E REFRIG. BASE ( F.S. (5)1' FS. 191 2 N Pt L 11/2' FS. CLEAN OISi1FAIN.E (2)1' F.S. 1' F.S. 2' 11/2' g 1i■ F-S- 2' 111/2' 1.5. ES. F.S. F.S. 3' 12' 3' 12' mar 1/2' 1/ 3/4' • 11%2 1/2' 2 B. JOCKEY STATHDIN 1' F.S. 1/2' 188 1 FUNDSNIC 0 BAR 2' 111/2' 1/2' 189 CUSTOM 2' 111/2' 1 C. 0109 cABNET - USED PS 11/2' FS 1/2' 1/2' 190 2 BACK 8AR REFRIG. - 4 ODOR I' F.S. 1/2' M EW? 1 O 3 cowmen WR SINK (3)1' F.S. 1/2' 1/2" 1 L /w CANEF - USED AS 11/2' F.S. 1/2' 1/2' 1 F. ICE PPR 1' F.S. 195 3 BEER TIMER EMI TROUGH 1/2" F.S. 197 1 PRE -RISE 0 POT SNK 3/4' 3/4' 198 1 FLOOR GRATE 0 DISHLMASt9NG 3' 1 2' 2' 111/2' 1/2' POT S OK ASSEMBLY 2" 111/2' 1/2' 1/2' 1' 1/2' 3/4' 3/4' 3/4' 3/4' 1/2' 244 1 - IoRESSO INGOT 1' 1 FS. 1/2' FW 243 1 REIM. WE 1' 1 FS. 238 1 JNIITOR'S sea( RICE! 3/4' HW 1/26 r 1/2' /2' 3/4' 1/2" 1117 1/2' 1/2' 1117 3/4' 11 .• 1/2' 1117 1/2" 1117 1/2' 1/2" 1/2' 3/4' 209 1 1 I RETRHI;. BEE 1' T F.S 1 i 268 1 CHEESENEUER SIZE 1' 3/4' 11/4' 3/4' 11/4' 3/4' 3/4' 3/4' 11/4' 3/4' 3/4' 3/4' 3/4' 3/4' OH so 266 84 200 ss so 78 200 30 20 54 as 30 INSTAL LEONARD No. 210-F THERMOSIMIC WONG VPLVE NSW LEONARD No. 210-F DIERINISTAIC KONG WEVE INSTILL CHEM WIVES ON SUPPLY LINES INIERCONNECT WIN OEM 205 j IMAM CHECK WANES ON SUPPLY LNES INSTILL LEM% No. 210-F DEENOMMC iieNG 1190E NSW moo No. 210-F DERMOSTM1C WONG WEVE MULL MOWN No. 210-F DERMOSTADC MENG TOM INSTAL isms lb_ SD-2 Olt OECK IRK so 3. P.C. SHAL sow a segm. sow as= wtWIS OE SNIt SWIG Fuss. SAVE PKGS. C. MN MIMS & RE-RINE WIRS REMO= Cr &WM OECK vIMES PROMO 11114 EMUS. C(0 CRO ENGINEERING GROUP, INC. STAMP 18652 nOfkla Streit. Suk 150 (WA CA 92648 fluan ?•71:011,0: O PROGRESS PRINT • ICICK OFF SET O HUM 00q. PUN C/ECK 9437 MAME* O 1310 SET • sumawv. DOCUMENT tli CiTV OF 72 CIESCRER CIO MANN : SORE : PS IWO JOB NEIMER to: VEEP TRLE PLUMBING SCHEDULES P-2 CF 941 Ai • 4 • 11 rwN I ff M IVO 1 1 1 11 11 II x g a IAN 030 -- 0 ' 50 w a a 41 21/2 -- It 21/2 O'FlRE — 3'SD Imo — 8'SD -- e lsecakes - ractory. NEW RESTAURANT CONSTRUCTION 1 WESTFIELD SOUTHCENTER MALL 230 Strander Blvd. Tukwila, WA 98188 F . . (, �II I 4: , 8- .1--, . ,4 v.. . i.` ..Y. J.... .... i • - .4�....i.. 447•7 1 — -.r:. 0 1 1 0 0 • a o 0 II I 5 3 L. 0 • .Yw r • • . • . • I. . • .i • N 1,144 art i 1101 1413 Pt S 101 S 4 • - .• . •.11• 4w•• • .W.µ1 r- • 0 1 D a 0 a i rti • n 0 • SERV1 E YARD NIh25 4(_HI' - 4' GREASE= TAMC 11 2&1e( —)10' 6' —sAH1— -- ■■ 1 1 1 1 F.lipLAYEE -WOMEN! 6' sAN - - - -- BAKERY FREEZER • i i TIER? PRODU CE COOLER 11EN SikYi. DES BEER COs LOOKERS I D.( EMPLOYE CLOCK MEN 6' KITCHEN FREEZER PEAT/DAIRY COOLER RAPID COOLER DRY GOODS SlfPLPS PAPER k rY E T DES s 1/4"M TOOT f MM. MVO `. I SODA °s � \I FS , WINES d 2 1 ' - ` s 7 1 1 KITCHEN I FWLLWAY 1 8 1 2 - -0 - 21r gir 2v I i woo el Lrr r rr 11 /�Y l Jf — — •--P1 Ap 4", IS- r SAUE r RACK L* Dal ES Isin 'ECtit E� :.F1RNT • SALAD r POT WAS:f MJSS CARTS KITCTEN HAI 1 WAY 8 .V.XCLO W 4 . 4.1 KITCHEN HALLWAY 1 11/tY r . . ▪ H :3Y _ � r _6 7. Ito FRE I SER R+�GlI! oSo STA=TC: 3 r C*P /y�AJ� ; STATION • BUSSING :r ) : STATION 1 - G H i. I : 1R 101Cflt miss NOTED) BEVERAGE STATI(NN 1 re �r BLEW STATION r : s' — .L. — ... lic l, BEVERAGE STATION 2 BUSSING STAT;Ceri 2 TO GO STa . r +a • • :r i-- • 4.6 WASTE & VENT PING PLAN DC) &ARM PA►TK Gies 6 :r — SLOPEI/8PER FOOT • 1 F.F.E. =28.50 MING ROOM 3 CMG ROOM 2 5.4 FRONT DESK or A COMBINATION WASTE & VENT SYSTEM SHALL BE INSTALLED AT BAR & SERVICE COUNTER DUE TO LACK OF FULL HEIGHT WALLS TO CONVENTIONALLY VENT THE PLUMBING FIXTURES. ALL FLOOR DRAINS & SINKS CONNECTED TO THE CW&V SYSTEM SHALL BE INSTALLED WITH A 2 TAILPIECE & 3" TRAP & 3' TRAP ARM COCKTAL LOLINM WMI 1G IH,t CTAt ST(X AGt: S.ERa=O SYSTEM WAITtIG [4. BAR 3101E OK RING ROC+i J 8 8.1 H _ . I-3Y 1 I U r 1 I fl 8EvERAGE f 3 v 4 STATION 3 ;al e x° 11/1YT 3Y? 1 11 I =2 7 A0( -)1r 041) A{ = l'—o WILE (TYP. N BRIERY) NORTH FOYER 7- PLAN NOTES a a a 0 a a to SEE SHEET P -3 FOR COMMN ADON. 2' WNT ON TO 60.01E FLOOR NM NCO ON DROP. Y VENT ON TO BELOW WNDO L r HASTE ON WIN 2' ISUND VENT FOR WADS/4C. 2' WASTE DN 1M1 Y ISLAND VENT FOR PASS *ASHER. 2' WASTE ON WITH 11/r VENT IJP FOR WNDS101 2' WASTE ON 1IIIH 11/2' VENT UP FOR OISWOSI:R - t M 1203 INSTALL KO FOR IMOM. ABOVE CEIJNG - TF ALLOWED 8 LOG. OWING OFf1GAl - OR INSTAL OWN URNAL - CO NOT INSTAL IN NULL ABOVE UIWijL. SEE SHEET P-8 FOR OOMIINNUION. 2' WASTE DN 1NlH 11/2' VENT UP FOR 3 -CO PARINENI SILO( - 1200 3' WNT ON. TO LOW WALL INSTALL WOO MOW LIMO( COMER S0 IT IS NOT WALE. 1I/2' VENT OIL TO BELOIT WVN)0W. INSTILL UMW UT ABOVE =NG IF IPPROVED BV LOCIL BLDG. OFTICIAP OR INSTALL 0 1r AF.f. ?frt?1-' b iv ISLAM VINT DETAL NOTES r— A —DoD4) PS INK PS POSTOLE I r • • 1 t stay I/4' KR PON rr StOPE 1/4' PER F001 ' I - r v uP w tw- H ICO I. SICK AIL G OSE 1 PRIG. NO IRIDER OLSO 1/4' PER FOOT (2%) - Al. SANTINIc SOAR MG 4 & MOT 9IAL BE 9iiPID 1/!C' PER F0O4110 - NJ SARUM MR PPM 3' & SWIM 9WL BE SHE 1/4' PER FOOT (21) 2 AL NORM OM FM mom woo €OlPIE1N SHAH. BE r OK) OR URGER 3. !O 917 NOES ( ORO 94/1 BE USED OR OM= OVA PANG FRROM 10001 EOUPIEI - oR)f 4s A ES 9511 OE 1PPI1043. 4 - AL MR= OM PPG MOTE MOO EQUP1RNT 94ILL 8E PlAS ED SEPNUIEly DOI FLOOR STK IM A MIL AR GP - CO 110E GING 1TDN1y0 M4 PPIM TOCEDOL ALL ROOR SUS SIWIL SE 11StlELED 111E U >< B,i'' 1 3.5' DEEP a-et OR711I OXI S ( 183-431e.. 6 - ALL NOR Mt( PPM ABR+E MC. 9911. 8E IRSLIU t. ALL IOW DUN PM AWES 10 11. P.O Ct SIR SAL SKI 10 RE OPpI P' r= CF DE R OCR SOK OWE OILY LOD A ME AR C*P - W€ OFDI POi830i OF THE FLOOR SDK OWE 9R1 1E PI 111E REAR OF 11E FLAIR SEA( MY POW FOOL WSFFC. & +'1E ROOK HD01L4AOOR 9SU FQB VENIFY TIE _r man, 991 OQ"A A!1 CCIPC6 u OF 41. () Le7.'P#S PIM 111 Sao AF iff tax - € RL n6 G DOOR 9411 E EO NOELY laNY TIE Aiot{Bi OF MK 0602EAlICE'S IFS4 (E 10153:S. 9. MOVE OD OM OR ALL MEM MOCK WES ME M 5 F1i. FR(W WE MN NO a 100 FE MORA MMES. tQ AIL NNW CM PRIG 911118E 9n AS, AIIpESED AIO 9IIPP3RIEii 10 IEMG 110466I1- 11. 111 PRIG MON OINK COME EUL3116 FOVROF WU. EE or {111) WE GUOE. C(O CRO ENGINEERING GROUP, INC. STAMP 18652 Florida Street. Suite 150 an Beock CA 92648 (714)847 -7100 F (714)541-6000 02 -23-07 uff ; DEPT FUN 0 0C A 0 0 A VIII MASER O PROGRESS Mao O laps OFF SET O WADI OEPT. 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RAPV COOLER DRY GOO 1S SL.I''PLES LASH LIC PAPER ELE1:3FOC ES TE:FPv. ±c : .. rI`T 2 tk WRAF' TABLE r OVEN KITC•LN HALLWAY • • SODA SUPPL ES ICE MAC* lES CAS Lob 0FEIRD0111 Via YANG - 3300 CFN 0001016 - 2107 OH ■ATER IEMR = 2000 OH PATIO IEATEAS - 6DD 011I TOTAL = 8007 CH1 SLYERWARE S•OH?TEriG 1 ' 11/412107 3 /418» H(IIs) 11/41260- SAUCE 11/41264) MANAGER S orn E JAIL SNX SALAD UNSEX 11/4(180) SLIMG 21/1'(1374) 2(916) P0c1 .. WAS!-Lt - 1-024- 3/4(90)- • s 4 4.1 1PPAX 112 FE 111011 C6 PO1E5S1lYiE IIMIIAOR- tMISPIPlIG6 12sFL07•nt1~P AW(1 /4P9Q BA '•ir. L' E% 11/4(200) • 41/4 (218) BUSS _ CARTS - r 3/4130)] WOMEN KITCNFN HALLWAY 3/ I'' (#0t F±y t,'iAY 0 0® ®® D® 0c 1 JAN. CLOSET : 1:114 COOKING 11/2" CAS OH (458 cm) 2' CAS IiIL (636'Cno 0® 0® m F E SE% prey 6H,AS�•3 STA=G - ANN BUSSING ; STATION 1 { BEVERAGE STATION 1 BREAD /SOU' STATION MEWING STATION BEVE}1AGE STATION 2 STATION 2 TOGS STAT;< 1 :r T i 1• 1: 1 • WPM 160 ITV Fox as Plan liE - IMAM - i16 PAID 6 978 104 200 FL • T tG MARE (1/4 PSQ 4.6 QOU ;Ti PAM D • (PO m I1 /41 ROOF PPM PLAN • ROOM 3 DiNKG ROOM 2 5.4 i r now 11/tpos- J FRONT DESK • COT:KTAL - LOLC GE BAKERY WMIN G W...#1 CH R STOR • °i. o SYSTEM • N I AT BAXERY STORAGE BAR DMZ PO OH 1 WARM BEVEP-AGE STATM 8.1 FOYER • EAST PATIO 3/450) DM% 11/4(150) M.AN' EiITRY 1/4 • D H.1 H.2 K 1 A ti • NORTH PLAN NOTES 0 0 0 0 0 0 0 0 10 0 0 0 0 0 20 22 0 28 0 30 m NOTE 3/4' CAS 0 460' TO REM /162 -PIZZA GU (54 CfH) 3/4' CPS 0 +77' TO REV 1154- CHEESENELTER (20 aFH) 1' GAS 0 +12' 10 ITEW131- ERd1Et (108 COO 3/4' GAS 0 +77' TO ITEU 133- p1EESEAIEUER (60 OH) 3/4' GAS PIPING 0 +12' TO R01g267- OOUIf1ER TOP GRIDDLE (86 01) 3/4' GAS 0 +12' TO 111111137-G DLE (84 010 11/4' CPS 0 or TO REYf136 -FRIER (266 CM) 3/4' GAS 0 +77' TO 11EI4142- C1IEESEAELTER (60 011) 11/4 GAS 0 or TO 11E111140 -OPEN BURNER (200 CFI0 3/4' GAS 0 +12' TO 11061141- CREOLE (86 CPO 3/4' GAS 0 +12' TO 11E$11144 -PASTA 00010ER (78 011) 3/4' GAS 0 +77' TO 11E4I149- CHEESEIEUER (30 OH) 11/4' GAS 0 +12• TO IfEVV148 -OPEN ILO R (200 CPO I GAS 0 +18' TO RE11153 -OPEN BURNER (120 CPO FRIER 'soar N RfAI0(1 ON GAS 01900MMECT. AL GAS SHINE -OFF 1AY.VES ND RE(BAATORS NUSf BE INSTALLED BOND FRYER ASSEMBLY - SEE KffOV DMIG, K -3.1. PASTA COOKER IS REMOVABLE ON GAS DLSCOI0ECT. ALL GAS SIIUTOFF WOES S AND REGUUITORS MUST BE NSTAIIED BONO PASTA COOKER - SEE TOICHE]I DWG. K -3.1. 1' GAS PIPING 0 +14' TO 1101159- OiNSNG PM (144 0) ) 1/2' GAS 0 +14' TO 1101154 -RICE COOKER (35 011) 1 GAS PIPING 0 +14' TO I1DI/s6- OOINECi1ON owe No CPO 3/4' GAS PIPING 0 +77' TO 11041268 -cH ESOIELTER (30 cop 3/4 GAS PIPING 0 +14' TO 1101/279 -OPEN BURNER (80 011) 11/2' GAS DOCK & EI,ECIRIC SOWIOMO GAS VALVE MST/UM MOSS BELOW CLG. ALONG WALL FOR 11000 FIRE PROTECTION SYSTEM GAS WOES PROMOTED BY 'RA L' DISTNIED BY PLIAN/NG CONTRACTOR. (479 OH TOTAL) INSTAL GAS WOWS 0 8' -6' (MN.) AF.F. GAS PRESSURE IEOAATOR INSTALLED EXPOSED BELOW CLG. ALONG WMI FOR 0 EESDELTER. GAS PRA MANOR PROMBED BY 'RAW L" NSTIULD BY PUNNING CONTRACTOR 0 8'-6' (INt) AF.F.. W3fT RECUTATOR UP TIIRU ROOF 3' GAS COCK 0 ELECTRIC SOLENOID GAS 16 INSTALLED EXPOSED BELOW 0.C. ALONG WALL FOR HOOD PRE PRONOUN SYSIEIL GAS WLVES PRODDED BY "MITAL' NSTNIED BY PLUIJONG CONTRACTOR (1628 011 TOTAL) M.SULL GAS VM..tS • 8' -6' (ION.) 11/4' GAS PIPING UP IIUW ROOF - SEE SHEET P-8 FOR OONINUAI1CN (200 cm) 3' INDIUM PRESSURE GAS PIPING (2 PSI) UP THRU ROOF - SEE SHEET P-8 FOR COMMUNION. (8097 CPO 3 GAS PIPING UP THIRD ROOF - SEE SHEET P -7 FOR OON1MlWION. (2107 CFH) 3/4' GAS PANG UP FROU BELOW PATIO SUB TO PATIO IEATLR WRH S11UEOFT VALVE - INSTALL GAS SHIR -OFF V1t.VE A*AY FROM FOOT TRNTIC AS SHOWN ON PUGS (50 Cfa). GAS PM ING BELOW PATIO 5118 SNAIL OE FACTORY WRAPPED TO PROTECT MNISF CORROSION. IVY GAS tit BELOW GRADE (400 CF11) we GAS ON. BELOW GRADE (200 CFO) PROPOSED LOCA110N OF NEW GAS 11ETER - GAS METER FRO MM & RETAUO BY LOCAL GAS COMPANY - CAS PIPING IS SIZED FOR 2 PSI iEO Ull PRESSURE GAS AT 250 TE PANE EXPOSED GAS PIPING BELOW CLUNG 11HME 11/2 GAS PIPING UP THRU ROOF - SEE SHEET P-8 FOR COMMUNION (400 CPO GAS LOAD BREAKDOWN SPAR HEATING = 3390 CM WATER MING = 2000 OH 000 = 2107 OH PATIO ILAIER = 600 UN TOW = 8097 CPI 1 o SEE MINIM SCRAM UT 000 MONS KR /VAL WIRECAX WS OF EPCM PIECE 11 2..COS . . 19 L BE 96r4123 U. SIZE MS MIX CED 10 DOI PMEE of 601JF1IFl6 AO REDUCED a POI PECE OF E(TUPTIENT 1I) Pat91L OORECTXPI SZE -SEE mums IFS cA II1O{ii OR M= NOR NOM memo SIZES OF pot ma C EOT7PIETNt El) sou 6 O C�0 CRO ENGINEERING GROUP, INC, STAMP 18b8dU b N Street S i( 150 1 0 )47-7100 (714 1 8 i -6000 02 -23-07 Q) 011076 OEM NM OM OESTGRU c CRAW, : �t a1Eat : Oa SC : A5 so - a SHEET SI EET %r 4 Q PROGRESS PRINT O HIND OFF SET O IERTH MT% PUti OED( O BD SET O CONSTRUCTION SU O SUED:HITM (mama OF GAS NM PLAN P-6 V.1 • ' 2 iLOIi PER 4Tom`• s4S MASH (,1 '.t'ACTGI: 4' —,o • i i I SLED 8• X It tin 1 Swo y_ g CAN / MAT WASH I - GREASE TANK DAIWRY - FREEZER EW OYEE W()! 11 EER PROt}UCE. coo .w L(C .E'IlS 1P. - �:t ()Ci: KITCIEN EI3_E7:R MEAT MARY COCOER bVPLOYEI DRY GAS .SIWPLES PAPER • j k) 4 .EC i CAI IC'S t!1-iC CA ; T 1!111=2650(420 • UNWRAP r:lt tE KffaIN tIALIWAY (WEN SODA SUM Es wt MARES SAUCE 11VE.RWA=: SORRY.; M,' NA(WtiS OFFK': SALAD POT - WASt `.'G JAN . st■ (,SEX ( 1 0 Wt :'.1 •N1 KITCI fit: IiA1.t WAY COOKING JAN CLOSE: N (23 TONS) (nom MEN _ STA 4 . BEVERAGE STATIOPJ 11/4'1 t3READ /SOt STATION • BREWPK4 STATION IEVERAGE $TATIO`1 ? f3wSttJ STATION CONDENSATE & STORM DRAM PIPING PLAN I 1 1H/4• I I co 1 1 L__1 1 F.F.E.=28.50 1 r L Setilit. PATO . tJ DftNG ROOM 3 11/4' 1' l 1• FRONT DESK - - Imo;:: : (17 TONS) 2 1 1 1' - 1 co 1 i t II I + - , r - r. 1 , I 1 1 1 1 I I 1 I i 1 1 1 I MC3 I 1 1 I I 1 I I I I I ....L _J L_+ -1 I, I7 - L , J COCKTAL MENG I.Ck •'; GF_ ROOM 2 - 7Ma2650( }24' (3674 U BAKERY l 9 (10 TONS) .i ` :j; § 1 6 RETAIL 1 r •1- - - - J = STEREO SYSTEM 1I-- O- -- - -co BAKERY STORAGE BATt ra'rA rKG BEVFP.ASE STA ON3 00 1196) 3 :/4 NORTH SOME PLAN NOTES 0 0 0 0 0 0 0 0 10 0 0 ito AC UNIT ON ROOF - SEE SHEET P -8 & MIcHN J1. DRAWINGS. I OONDESATE ORM UP THRU ROOF TO AC UNIT - SEE SHEET P -8 FOR OONfMUA1ION. 11/4' CONDENSATE DRAM UP DM ROOF TO PC UNIT - SEE SHEET P -8 FOR 0OHIBNaAT1ON. 11/4' CONDENSATE ORAN ON. TO FLOOR SNK WIli1 21/2' MR GAP. 1' COMMA ORAN DN. TO FLOOR SIN( 111)1 r AIR GAP. 11/4' CONDENSATE OR/81 ON. TO SERVICE SINK WITH 21/2' MR GAP. 6' STORY ORAN & OYERFLOw ORAN UP TO ROOF ORAN - SEE SHEET P-8 FOR CONIIM UANON. 6' STORY DR/81 ON 10 BELOW GRADE 6' OVERFLOW ORAN ON - SPILT TIM WALL 0 +10' AF.F. VAIN JR SMRI No. 1770 -P8 POMSHED BRONZE DOWNSPOUT NOZZLE. 3' STORM ORM & OVERFLOW ORAN UP 10 ROOF ORAN - SEE SHEET P -8 FOR CONINUAT1ON. 3' STORM ORAN ON TO BEUOW GRADE 3' OVERFLOW ORMN ON - SPILL DM WALL 0 +10' W. WITH JR 9/TH No. 1770 -PB POUSIEO BRONZE oo*NsPow NOZZLE. SEE S II r P -3 FOR COFRINUATION. r 0 •T) CONDENSATE SIZING TABLE NOTES cJP1�tiY 7N Ti>I1S CF IP WI 3 06 41020T76 21 10 90 106 91 10 123 TOILS AINS 1- sin u OOICONs% Dm PIPING 1 fls;' PER FOOT (11). 2. AL FLOOR SIPS 9+it1 16T11fD S5311C1T 9.10CETS 3. ML IMO TRSTE PPNG ABOVE CI& sou. eE MUM 4- ILL OONDE h t MA PPM ROM 10 A ROOK SiR SAL SPLL 10 Of CPO POR;1011 OF PIE FLOOR SRN O RE O - M:1t A LEG& 7R GAP - Of OPEN FORM OF Of FLOOR SINK AM SKULL SE AT If RE* CF RE ROOt SIN JIB RICIT MT WPC. 5- AL SiCRS OR IN PENG 6 92ED FOR PER N,IOIR WM. Jlt 1/8 PR iii Muff. C(O CRO ENGINEERING GROUP, INC. 1866 48 (714 7 -7 100 F ( 02 -23-07 11 Met MK. PUN Mt OESO ER : COl • M: R .1 O PROGRESS PRINT O KN3( OFF SET O 1NF/L1H DEPT. iva 01:0c O 80 SET 0 CONSTRUCTION SET O SUBUITT/L °omUUENT 0 0 0 0 0 0 tu z • : VW SOLE : AS 710►a JoB WARM : 701-0313 CONDENSATE sATE & STOP DRAM PM PLAN maw P -7 aF 1 HI 1 L - 211PO(416O) -21/Po(4N0) -414160) - 4(3710) 21/211770)1 - 11/4(390) -3 () 312107)- 2'(570)- 21/2"(1770)-) CVIR r 1I/4'IPG(1260) 11/Y(480)- 21/2'(1290)- L 11/41390) 11/4390) r 1I/41P0(1260) - 11/41WG(1260) 11/41200)1 H.2 11/4' GAS TO A/C UNIT (180 CM). 1HYAC Melee ON ROOF SEE WOW11CCA CRAMS. 11/4' COMMIE GRAN TO AC IRO MRH TRAP & VEM 0OI11 THRU ROOF SEE SWEET P -7 FOR COMMUNION. 1' CONDENSATE ORAL TO AC UNT MITH TRAP & VENT 00M1 THRU ROOF SEE SHEET P -7 FOR COMMUNION. 11/4' GAS TO A/C UNR (270 CRT). 3/4 ROOF TO R0 ROMEO HOSE MB (H18-1). SEE SLEET P -5 FOR 11/2' GAS TO A/C MIT (390 cm) 3' GAS TO WATER HEATER (2000 OH) (2) 3/4' IMIL UP DM ROOF TO MATER HEATING EQUIPMENT. - SEE SHEET P -5 FOR OONTI NIAl10N. BLDG. RE -CIRC. PUMP - SEE MAZER HEATER DEW - SHEET P -2 - COMPACTOR SHNL BUILD SHEET IJETAL DOC HOUSE COYER FOR PUMP TO PROTECT NIP FROM WEATHER. 3' GAS (2107 CRN) ON. THRU ROOF - SfE SHEET P -6 FOR COMPAIA gN. 11/4' GAS TO AC tNM (390 CFH) 0DPANSION TANK - SEE WATER HEATER DETII>L ON SHEET P-2. N STNI. MATER HEATER & STORAGE TANK ON 6' HIGH LEVEL PWTORM. 2' SCW ON. THRU ROOF - SEE SHEET P -6 FOR COMMUNION. 2' HM ON. SITU ROOF - SEE SHEET P-6 FOR CONITNIlAITON, 2' WS TO MNCE -UP AR UNIT (WA -1x900 CM) lift GAS TO A/C UNIT (480 CR1). ROUTE ALL SUPPLY PPNG ON ROOF ON OUCO 'CMO1P MAIM 50 SUPPORTS - PIPE SUPPORTS SHALL BE NSTALED AT 6' -0' OC., AT ALE EI.BOMS. AT ML FITTINGS & AT NI REGULATORS. FLUE EXTENSION AND CAP - PRONGED AND MULLED 8Y MECHANIC& CONTRACTOR. ALL V011S MU ROOF (V1R) SHALL TERTANATE IO'-V (UN.) FROM NAT OUTSIDE AIR MACE N10 1' (Ia&) MOVE PARAPET MALLS COWMEN NR MAKE PROVIDED AND NSTALIED Br MIEOLAACAL CONTRACTOR. 11/4' GAS (200 CFN) ON. THRU ROOF - SEE SHEET P-6 FOR CONTRNUAIION. 11/2' GAS (400 CFI ) ON. THRU ROOF - SEE SHEET P-6 FOR CONIIN11111ON. WSWO& GAS PRESSURE REGULATOR ON ROOF IM.ET PRESSURE = 2 PSI MET PRESSURE = r w.c. GAS PRESSURE RECINATOR IS APPROX. 206 FT. FROM GAS METER META PRESSURE GAB PIING (2 PSI) SIZED ON 250 FT. REGULATOR SHALL 8E RATED FOR 2,500.000 8TU/FR (MN.) INSTNL CAS PRESSURE REGULATOR ON ROOF. PUT PRESSURE = 2 PSL OUTLET PRESSURE = r we. RUMMER SHALL BE RATED FOR 4.500.000 BTU/LR (M.) ISM GAS PRESSURE REGULATOR ON ROOF. NET PRESSURE = 2 P9. OUTLET PRESSURE = r 171.0 REGULATOR SHALL BE RATED FOR 4000.000 BIU/HR (MNL) 3' MOM PRESSURE GIIS Oft MU ROOF (8097 CM) - SEE 91EET P-6 FOR COMMUNION. ALL PAK DA ROOF 9*L SE WALED OF £7C0 'CMOV PRIM 50 PQE S.IPPOR55 900)333-G652 ((E L*1) - PEE SL>➢'AOQ S 9iA1 SE i1so a ( OC. AT AL MOS. NO Pi AL 2- M. Ist>f it COD M es^!t t SU7PRv PPMR. INA . & OINIZEI 1 ORR OF ROOF SKILL M WALED Int Fug ala N IRAWY 1119LNZO. 3 THE KENO; MTV C M SHILL BLED A 94LL1 MEM DOC HOUSE TOPE Met FOR T€E HOT infit RE-CIFIOINFIC RAP IC PSq'F E FROM RE 1ENNR M. ALL 1065 TIW) ArXF (1101 9811. TH'ib1■LArE W-O' (MM) F3iOlI NN OASICE Aft NIKE NO 1• MN) JEINE PAVES MIS. 5, RAM CONTRACTOR 961 PANT AL GAS Pm at ROOF 10 mew CORIESCR. 6. ALL ROOF OWNS NE 926) RA 3 PER HEIR SILL 7. MU Oaf LEGS OF TUATIS L Al AL E(UPTION • • • • • • I C EO CR0 ENGINEERING GROUP, INC. STN 02 -23-07 OT BUDDING OEPT. FUN OEM Q A A A A A OESCNEN : GTQ 1866+2 F1oriQo Street. Sub 150 War bock CA 92648 F (7 !4 7 -7100 714641 -6000 O BID SET SHEET TAE 94zFFT MAs'7t O PROGRESS PRINT O KICK OFF SET O ILIUM DEPT. P1)14 CHECK a CONSTRUCTION SET O SUBMITTAL DOCUMENT R ROOF MING PLAN P-8 C4IY( YA. K 1- • 214) 714) FCO • 4' 214) 224)3 '1 "S„_ .I I ♦ ♦ 21(22) y /'r 1 ♦♦� (4) 2 \10j3.4>/2112) !-2 F 11/21(2) 21(18), 21(18), .•-• I � ,s11/21Q2)-1 I Z ♦♦ �` I 2104) ♦� I I- 212) 212) (3) NN 21(4) I 1.31R- 211(4) -1 I I // ! I I '[21(8) 11/21(4) ♦3 ) / ♦` I- I � / I 7(2) 4132) 212) 3‘134- 4 311(34)3, / I 11/m4)-j 212) 414) 313) 414131 / / / 4156) 214) ♦� 11111(2) -I 11/2'14) 411 4) 4 112 ) 212) 21) 414) 313 6• (220) 2‘13) 2‘13) 21(4) -1 4 3x44)1- rix2)-44 /-r 3(42 / I 31 4) 61 2‘10) JIG JIG 1I/24(2) 414) I 414) ♦ 212) - % F 212) 711BF� ♦� ID ♦ / 41RR)I� � / ': r 11/t'V(4)11 41(80) i ,` 31( 2) y / 311(56) �� '(54) � ' � U ! 3 � � Ik 3 /4 5 01, 3 r I I 31(48)3 I i I Z 2'(7) ♦ ♦ �.�` 8/21(2) ♦ 211(11) ♦ 2'(13) I T 61220) ♦ 141 ♦♦ \ I 4114) I' no) ` I \ I 4 (6) - - 11/21(2) -I I S ■ 2/4) 4/ 4144) 4142) 312) 6110) Ilsoo 4 . 4•1 it/n(03. 4 (62) ' J' i • . C I I 1(8) I % ♦ 11/211(2) I- 11/21(2) • / 212) 416) 41 11/2'1(2) 61 314) 414) 21 31 212) 41 61206) 2111(17) N. 3X20 61206) 21(12) 11/21(8) - 1` I I /i 11/? < r3y(40 61144) C 2ti( 21(10)1,r I ♦ 31142 ! 1 EoIr' 212) 213) 11 j 1112"1(0 2(10) 21(12) . /. 2(14) 1./ 41 1 11/21(4)- I 'i4 I � I 1' 212) 214) 312) 212 6124) 1 1/211(1) 314) 8186) 214) 6120 314) ^,E 2(3) I / / 11/ J,I 2 "+( 4 ) i ), •• j. j J 14 L 313) 1f'IB 4150) I� / ` I � x'1(2) `I- 41(42) 11/21102) 1�' I \ I I- 11/2 ' (I) F' 1 ) : 2 1 3 ) 11001 3 I 11%;14000,00 N:313) 311(4i) I I I 21• - 1 ' ,I I ♦ 211) 11/21( ♦♦ 21 • � { 11 /71(2 ) 4 150 ) I 1 11/211(2-1 I 1 I- 11/21(2) 61 312 1100 212) 21 314) 6134) r(2) 2(12) 21(s) I e 21() / 21(20) f ♦ ♦♦� 21(8) 24424) 31(32) I I I t' ♦ * �11/2"V(4) ♦./ � m4)-1 1-21(4) 6 (141) / / I ]I!i I '� 6'(137) 31(28))..... 11/2112)-1 I I i i : :, i I 214) 418) j 2K3 j 2 X 4) 1 `�I\ 6'(131) I 1 1 /I / 141� 1 � � 211(4) d 414)) I 414) 313) 61 212) 4 1 4 ) 310 61� 49) 6142) I I i 4 , 1111 IC I 11/21(4) / I I / / \L:: 11/ x 6153) I I I 11/21(04 ! /21 1(1 I I at I ! 211) ♦ 414) 4 (4) 6 4) 6150) P♦ J I � 3X24)TLt/ 214 3ti13o)-I ,�1�♦ 2xh ♦. 31 1 \i ss 2 (2) 21112 21 (414 j / E/♦ t %d Ham) / r 4112) 6 150) 4114 atiz, 6150) 31 6148) rk 11/21(2) I ■ 11/211(2) 1 I ♦ ♦ .r 11/2'1(6) I I- 11/2(4) ♦st11/21(8) /1 I ♦♦ � I' -f.1 2-4,4,41L s I- 51/2X2) 111 ; ♦ ♦ i ) 212) I I V 2 1 4 ) 1I/t1(6) -I I- 11/211(4) ^ � ♦ `11/'1'4(2) Ii 6144) 6"(42) 214) • • 212) �I ! 21 2) / 212) 212) 4 1 11/111(6) 212) -o 10 0 212) CEO CRO ENGINEERING GROUP, INC. STAMP 18652 Florido Strut. Suite 150 Huntington Beo:h. CA 92848 P (714)847 -7100 F (714)841 -6000 02 -23-07 m NAM OWL PUN OW( 0 A A A A A 0 0 A SIZE1 R 9iEIZ NI EE7t O PROGRESS PRINT O KIOC OFF SET O 119L1H IIEPT. PW/ DECK O MO SET OCSIGNER . coo *COMO- O CONSTRUCTION SET O SUBMf1T L DOCUMENT a OF w z 9CoaE - IS JOB MASER : ■01 -038 P-9 CRYC r.L: x93= L7 = - • WASTE ISOMETRIC sKos Sri / / <K. '.1914) 11/4 1!C 11/2(5) 11/2(12) 11/2(12) ♦ 1'(2) 1112)♦ 1112) 1) ` ♦ ♦ 3/1 - 1/272) I- 11/4(5) 1/h'(4 1/212) - I- 11/475) Ifil 1[91 3/ +121 11 / 4 9 07) Nt, 1/2'0) 3/413)-1 I 1-3/413) I I 1/2(2)'1 1/Y(2) -I-j 1I/Y- 1 1/291ND 1 {� 1111) 1 11/2112) 3/414 11/2(f0)-I 1/211) I- 1/211) II 11/2(10) 1'(10) 3/414) 3/ 415) 11/2(10): 1019) -I / 11/2110) de › 113 12) 3/414) ` 1112) 2'(16 / jC / 11/2114) <1/49(is) / 11/4117) I 1 /212) 1 / 2 12) - I I 11/2(12) 3/412) Hi; 11/415) 11 /05) 11/2 I.11/2(9) i 3/4'(6) 3/4'(6) 3/416) 1/'2"(2) 3 / 4 1 5 ) 3/4'(5) r 11 /2183) 1 /2(2) 11/2(36) 3 /4'(3) mi 11-3/413) 3/413) / 1'(l( )� 11/2(36) 3/412) `21/2'180) / 1112) 21 /20 21/2196) r 11/4119) / ♦ 3/4 li 118)1 I 3/412) 3/4'(7) 112) 3/414) 3 / 4 '(8) - � % 3/414) 3/416) 3/414) 3/412) / 1 / 2 a) 3/ 3/412) , ' -1' ( 12 ) 1'115) ` ♦ f 1 1/47 19 ) 1 ,‹1 3 /4/NR 1116) / 1116) 1112) 1 1(12 ) 1/212) -I I 1112) 1/2(2 412) 3/414) 1 / 2 1 2 ) 3/416) / Y :; , t 2 - / 112) I 1 /) 1/112)-1 1/212) 1110) 1/212) ! r 1/2(4 3/414) 1/212) ♦ ♦ 3/ +'(4) [ 3 14{ 3/412) 3 46 / 1110) 31 ♦ 3/ 3/4'(2) 3 / 4 1 4 ) - 1 /' // / / 1 /212) 3/414)-I I1/Y(2) 3/412) . $114Th) 1 /r(� ♦ 21/!1100) y I � C 1/212) 1t�(2)1 I' 1 / 2 12) 11 / 4 124 3/ �/11f02) 21/2(112) / 1/212) ♦ 1/2•0)- 3/414) 1'(12) • k 3/474) 1112) / L 1/218) 1 78) !1/2129) 1/2 11 / / / L 11/x{36) 11/1�13� 1/212) I -3/4'0 ♦ 3/4'-]111 n 1/2(2) `` ♦ 3/414) � / 1 3/476) 1110) 3/412) / 1 21/2(120) J WATER PIPING ISOMETRIC 118) 1112) 3/ ♦ ♦ 3/416) 11/2130 31(14 t/2(4i ') ' 3/412) 3/414) ♦ — / 1 ! 2 1 2 ) �� / 1 j tj 1 /112) ♦ 3/418) 3/4(6) 3/414) 1 � 4 J� 1 /1'(4 3/418) 1/112) 3/4173) 1/212)-1 ,4(% 2114 1118) ♦ 21120) 3/1'E4-I 1/212) vr "). 3/412) 1'(12) gins) 3 Awe 3/ ♦ ♦ ♦ ♦ _ 3 /MO 1112°) 118) / 21/!"1171) ♦ ♦ ♦ / / 7 114 / 1'114) 21/11171) // / 21/11171) HOT WATER PPE SIZING CALCULATION WATER INFO: CITY OF TUI(WiLA WATER DEPARTMENT (206)433 -1863 P.S L AYIIA.A8LE AT STREET P.S.T. LOSS THRU 2' WATER NEIER 0 86 GPM P,S.L LOSS THRU 2 -1/2' 6AOIOLOW PREVENWRR P.S.I. LOSS THRU SOFT WATER EQUIPMENT LOSS DUE TO BUILDING I1IGHT (30 FT. X .43) P,S.I. REQUIRED FOR FIXTURE TOTAL PRESSURE LOSS P.5.1 AYMUBLE FOR WHOM LOSS SYSTEM SIZED ON 6' LENG1H P.S.T. - . X 100 = P.S.I./ 100 FT. 3.4 PSI 8 ' 532 FT. x 1.5 (FITTINGS) = 798 FT. LOGS PER 100 n WATER OEMNID: 171 FIXTURE UNITS (FLUSH VALVE) = 86 GPM HOT WATER PIPING SIZED FOR 6 FP.S. VELOCITY ♦ ♦ 1-21/21171) ♦ ��3/41�1c ti 1112) 1 3/1 If / 3/+ LOSSES 2.6 12 15 3/414) K 3/414)- ` 3/4'(4) / / ( 1'(14) 3/411Mt / 3/41MR 1114) 4*, 1 2) 3/413) 1/1 1 136) 11/47 � , y / ♦ / / 10 11/4' 19 28 - LOSS DUE TO BUILDING HEIGHT (30 FT. X .43) 12.9 11/2' 30 52 - P.5.1. REQUIRED FOR flXIURE 52.5 3' - - - TOTAL PRESSURE LOSS 11/4'(2,3) 1/2( /212) ♦ P.51 WI SIZ GP .M, 70 1/2' 2 27.5 ♦ 3/4' 1• 2' 21/2' / 5 6 - ` P.S.L LOSS THRU 2' WATER METER 086 GPM 11 57 88 F.T. F.Y. F.U. F.U. 2 ♦ 3/414) 3/414) ) ' 10(33) COLD WATER PIPE SIZING CALCULATION WATER INFO: COY OF 1U 1011A WATER DEPARTMENT (206)433 -1863 P.S.I. AVALABLE AT 51REET 15 - P.5.1. LOSS THRU 2-1/2" BACKFLOW PREVQITER 160 - 315 - 3/411) 11/2'1 -6) ✓ � 11/4118)) 1/212) - P.S.1 AVAL,ABLE FOR FRICTION LOSS / AYAII.ASLE P.S.I. - X 100 - P S.I./ 100 FL 6.8 SIZED ON 8' 6' - - - EEficirrunut 263 fT. X 1.5 (FITTINGS) = 395 FL LOSS PER 100 Fl WATER DEMAND: 171 FIXIURE UNITS (FLUSH VALVE) = 86 GPM cots WATER PIPING $RED FOR 6 F.P.S. VELOCTIY - 11/2(33) t11z) .♦ ♦ v +I }1C ♦ 4 33) \♦ 11/ 1 �♦ 1112) 11/4118) 1/2 (2 1/2(2) 1'116) 1 1/0 7 LOSSES 2.6 12 12.9 25 52.5 3/4112) 1/2(2) 3/412)-I J rk011 LEFT SIZE 80 1/2' 3/4' 11/2' 2' 21/2' 3 27.5 4' 3/412)y - 1/112) / / 3/ +12) 1116) 11/2(36) SCALE CAE 3/412)- G.P.Y. F U. 3 3 8 9 15 ' 21 23 ' 36 32 58 57 160 88 315 F.V. F.U. 15 66 186 • s dr 1 I C EO CR0 ENGINEERING GROUP, INC. STUMP 18652 Halide Street, Sole 150 Huntington Beak CA 92648 P (714)$47 -7100 F (714)841 -6000 o PROGRESS PRINT O KICK Off SET O 1HT/iUl1 OFPT. PUN CHECK 02- 23-07 O DAM OfPL PLMS CHECK O BID SET O CONSTRUCTION SET O SUBSATTAL DOCUMENT A A A A A A A A WATER PING MOWING SEStionOt : ORS: R OfD V3 : CV SCALE : AS NEM 008 MAW : 101 -1.39 SHEET T E SKEW HUMBER J J 2 or W z W 0 0 w u. W I' APNIC7[ Tf: FT Ewa 46 YEW - 4.6 PPM 910 01! es NT IJ • • aCD • END GAS PPNG ISOPEflVC El) PLAN NOTES a a a a a a a a a 10 m Ea m m m a a 20 22 23 a a 0 a 30 a 32 a a a a a a 3/4' GAS 0 +60' TO REV f 162 -PIZZA WEN (54 CFH) 3/4' CAS 0 +7r TO 11ETj159 -0 JaIER (20 COO 1' GAS 0 +12* TO OEVji31- BROIER (108 Cr1) 3/4' CAS 0 +7r TO RE11#133- CHEESEIIEUpt (50 COO 3/4' GAS PIPING • 412' TO RE11W267- c0UNTER TOP GRIDDLE (86 CFH) 3/4' GAS 0 +12' TO ITEM j137- g600LE (84 cAl) 1l/4' GAS 0 +12' TO REV /136 - FRYER (266 CFH) 3/4' GAS 0 +7r TO ITQI f 142 -p1ER (60 COO 11/4' GAS • +1r TO 11011140-OPEN BURNER (200 CFH) 3 /4'GAS0 +12•T0 REVfl41-GRIO01E (86CFH) 3/4' CAS 0 +1r TO REV1144 -PASTA COOKER (78 011) 3/4' GAS 0 or TO REV f 149- CFEESEMEUIER (30 CFO 11/4' GAS 0 +12' TO 1101,148-OPEN 811RNER (200 CF10 1' GAS • +18' TO RE1453 -0P01 BURNER (120 CFH) FRYER ASSEMBLY IS REMOYABIE ON GAS Ol9OONrECT. ALL GAS SLUT -OFF VALVES AND REGULATORS MUST BE NSTAIIED BEHFD FITTER JSSONLY - SEE KITCHEN WAG. K -3.1. PASTA COOKER S IiDJOYABLE co cps Oiscof11ECf ALL GAB SFM -OFF woo Alp REGULATORS RUST BE NSTN1ID 8OI14 PASTA COOKER - SEE FOTOEN DWG. K -3.1. 1' GAS PIPING • +14' TO 1113a153- 8RA15NG PAN (144 cR1) 1/2' GAS 0 +14' TO 1I13I54 -RICE COOKER (35 CFH) 1' GAS PIPING 0 +14' TO 11134j56- 00NI►ECIION OVEN (100 CFH) 3/4' CAS PIPING • +7r TO 1R]I f 268- OEESEMEL1ER (30 CFH) 3/4' GAS PIPING 0 +14' TO 11114279-OPEN BURNER (80 CR1) 11/2' GAS COCK & ELECTRIC SOLENOID GAS YAM INSTALLED EXPOSED BELOW QC. ALONG WALL FOR HOOD FIRE PROTECTION SYSTEM. GAS YAI.WS ROWED BY 'RAM' MAILED BY PLUMBING CONTRACTOR. (479 CFH TOTAL) NNSULL GAS wi. s • 8'-6' (lilt) AF.F GAS PRESSURE REGUINOR NSTMIED TYPOS ED BELOW CW. ALONC WALL FOR CHEESOIEUER. GAS PRESSURE REGUNOR PRODDED BY 'Mr INSTALLED BY ROAM CONTRACTOR • 8 (INt) AF.F., VENT REGULATOR UP THRU ROOF. 3' GAS COCK 0 ELECTRIC SOLENOID GAS WOE IRSTALLF.D EWOSEO BELOW M. ALONG WAFT FOR HOOD FIRE PROTECTION SYSTEM. GAS W&WS FRONDED 8Y 'RlOfGA& INSTALLED BY PLUMBING CONTRACTOR (1628 CFH TOTAL) INSTALL GAS VMS 0 8'-6' (FAN.) AFT_ 3/4' GAS MI6 UP FROM BELOW PM1O SUB TO PAJJO HEATER WIN SHUT -OFF WLVE - INSTALL GAS SIWI -OFF VIM AWAY FROM FOOT TRNFIC AS 5*40* ON PUNS (50 COO. GAS RPM BELOW PAID SUB SHNI. BE FACTORY 1ItAPPED TO PROTECT AGAINST CORROSION. PROPOSED LOCATION OF NEW GAS METER - GAS METER PRWDED & NSTN.LRD BY LOCAL GAS COWAN - GAS PIPING IS SIZED FOR 2 PSI MEDIUM PRESSURE GAS AT 250 FL PAINT OIPOSW GAS MG BELOW GEEING 1MIW. 11/4' GAS TO AC UNIT (180 CFH). 11/4' GAS TO AC UNIT (270 CFH). we GAS TO AC UNIT (390 OH). 11/2' GAS TO AC (NT (390 COO. 11/2' GAS TO AC TRW (480 CFH). 2' CAS TO MAKE -IMP AR WIT (INA -1) (900 Cam. 3 CIS TO WATER HEATER (111I-1) (2000 COO. INSTALL GAS PRESSURE REGUATCR ON ROOF INLET PRESSURE = 2 PSI OUTLET PRESSURE = r wC. GAS PRESSURE RFILLROR 6 APPROLL 205 FL FROM GAS METER NEDIN PARE GAS PIPING (2 PSI) SLNED ON 250 FT. REGUTAIOR SHALL BE RATED FOR 2.500.000 NUM (&lL) NSW& GAS PRESSURE REGULATOR ON ROOF. INLET PRESURE = 2 PSI. OUR.ET FIESSURE = r W.C. REGUA<OR SHAD. BE RATED FOR 450000 BTU/MR (MIL) IGTMI. GAS PRESSURE REGULATOR ON ROOF. HET PRESSURE = 2 PSI. OUTLET PRESSURE = r we IREGLLATO• SIWL BE RATED FOR 3000.000 8TU/TR OAK) 1 7 4 01-0FD CEO CR0 ENGINEERING GROUP, INC. STAMP 18652iFFllooriido Shed. SIOe 150 Beak CA 2648 P (7147 -7100 F (714)641-6000 O PROGRESS PRINT O WIC OFF SET O HEALTH DEPT. PUN DECK 02 -23-07 II RAM OUR. PINT OEM O 1O SET O CONSTRUCTION SET O Suet/Wrist DOCUMENT A 0 A A 0 A A A A 3 w 2 oeSosER : cap ORR - R i EM) : CRC SC*L . IS Alt: JOB AusieSs SHEET T' GAS PPG ISOMETRIC P -11 OF 9