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HomeMy WebLinkAboutPermit PG08-100 - FIDELITY INVESTOR CENTERFIDELITY INVESTOR CENTER 304 STRANDER BL PGO8-1 00 Parcel No.: 6364200010 Address: Suite No: CitAbf 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 304 STRANDER BL TUKW PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG08 -100 06/12/2008 12/09/2008 Tenant: Name: FIDELITY INVESTOR CENTER Address: 304 STRANDER BL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA Contact Person: Name: JOSH KIMMEL Address: 11601 WILSHIRE BL 14TH FLOOR , LOS ANGELES CA Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA Contractor License No: BNBUII *990K3 Phone: Phone: 310 - 893 -4761 Phone: 206 718 -0960 Expiration Date: 09/12/2009 DESCRIPTION OF WORK: UNDERGROUND PLUMBING WORK FOR NEW STAND ALONE BUILDING Value of Plumbing /Gas Piping: Fees Collected: $20,000.00 $386.00 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 2 Food -waste grinder, commercial 0 Floor drain 2 Shower, single head trap 0 Lavatory 4 Wash fountain 0 Receptor, indirect waste 0 Sinks 2 Urinals 1 Water Closet 5 Plumbing (cont.) Building sewer and each trailer park sewer 1 Rain water system - per drain (inside bldg) 0 Water heater and /or vent 0 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 1 Medical gas piping (6 +) inlets /outlets 1 Gas Piping Gas piping outlets (0 -5) 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -100 Printed: 06-12 -2008 City off" 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: PG08 -100 Issue Date: 06/12/2008 Permit Expires On: 12/09/2008 Permit Center Authorized Signature: r Date: etk0( 12i 0?) 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 't whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: /7/Pc i r ,/d ee-/ vS 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. doc: UPC -10/06 PG08 -100 Printed: 06 -12 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: • 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 304 STRANDER BL TUKW FIDELITY INVESTOR CENTER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -100 ISSUED 04/01/2008 06/12/2008 1: ** *PLUMBING AND GAS PIPING * ** 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. * *continued on next page ** doc: Cond -10/06 PG08 -100 Printed: 06 -12 -2008 • • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: Date: d / Z/0 ordinances governing or local laws regulating doc: Cond -10/06 PG08 -100 Printed: 06 -12 -2008 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtukwila.wa.us 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 ** 'SITE ':LOCATIO King Co Assessor's Tax No.: 6 54, 4.2o YkVG Site Address: -. 4'11 Sfi-'4., --e -r- ? i c. l 1:%l(%; fc;.. IAA Suite Number: ., , Tenant Name: Pi Cae /, ;C:i -) ikt � C?. ..) -r' . New Tenant: Property Owners Name: W ,1 —fi 'a /et C-r =t-.Y, z--,\ Mailing Address: //Ic,o / IV; /5h; re. El1,'et . il ... /IOe) Floor: Q .....Yes ..No Lam; 4te/ City CONTACT PERSO who do we contact when your permit tis ready to be issue • Name: ∎( 1). i j,f)1 P7 C 11 ;•U / `t'i/ &i'd / / b' 0 Mailing Address: E -Mail Addres k 17W State Day Telephone: 3 /D - fil 3 -" '04/ Lis ,a /c.l ( qD s City State Zip Fax Number: GENERAL CONTRACTOR INFORMATI (Contractor'Infoi'matton -for, eat:MICA (pg1) for PlumbingGand as Piping (pg Company Name: 74) 1 e— Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD Ali plans must be wet stan Architect of Record Company Name: Mailing Address: i e.e.e, , c• Contact Person: T Ce 6/e7 a 6 r C E -Mail Address: f a b City State Day Telephone: C / 7- E / Fax Number: / 7 — 6/1 02--M? Zip —.577 ENGINEER OF RECORD — All plans must be wet stamped by Engineer. of Record Company Name: Rb K y? - Mailing Address: ?I) 571r'907— jz; SL'/ Contact Person: E -Mail Address: Q: ApplicationsVFomis- Applications On Line3-2006 - Permit Applicution.doc Revised: 9-2006 bh X5-4 -v1 lb 4. 67-?-1 O City State Zip Day Telephone: 6 /7- ` /5- -• lac Fax Number: 4 (7— 3515 - 42 Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 9 b e`_ G( f.:74-4---777 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $_ 2 0, v t: z) Valuation of Gas Piping work (contractor's bid price): $ 1_.. / Scope of Work ((please provide detailed information): LO h�19 -r C� r/c� Z1 r1 c� �,r; 127 /7: n �.�rfYK 177-1 [ i — "(7:1 `_J Building Use (per Int'I Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) - Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain I Lavatory 3 Water Closet 3 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas QMpplicationsiFomts- Applications On LineO-2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 1 PERMIT APPLICATION NOTES Applicable to all permits in this application 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 0 Signature: Print Name: .f g1) D 1c_ r2L) Mailing Address . 133 - �f��c- .�� ° %i;t, /��� Day Telephone: City Date: 146' ( si 2c � • f eL) a 7 / State Zip Date Application Accepted: m HO Date Application Expires: 1G- i - -v& Staff Initials: / l ie Q:\ApplicationslFomts- Applications Oa Line,3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: 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 6364200010 304 STRANDER BL TUKW FIDELITY INVESTOR CENTER RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -100 ISSUED 04/01/2008 06/12/2008 Receipt No.: R08 -03736 Initials: User ID: Payee: JEM 1165 Payment Amount: $60.00 Payment Date: Balance: 11/12/2008 08:50 AM $0.00 MARK RONISH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2036 60.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 60.00 Total: $60.00 doc: Receiot -06 Printed: 11 -12 -2008 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 RECEIPT Parcel No.: 0004800015 Permit Number: PG08 -223 Address: 13035 GATEWAY DR TUKW Status: PENDING Suite No: Applied Date: 08/11/2008 Applicant: INTEGRA Issue Date: Receipt No.: Initials: User ID: R08 -02890 WER 1655 Payment Amount: $23.00 Payment Date: 08/11/2008 10:08 AM Balance: $92.00 Payee: IECS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 42293 23.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 23.00 Total: $23.00 7929 :)8.-11. '-:2710 TOTAL 23,00 doc: Receipt -06 Printed: 08-11 -2008 • 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 RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -100 Address: 304 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 04/01/2008 Applicant: FIDELITY INVESTOR CENTER Issue Date: Receipt No.: R08 -02087 Initials: User ID: Payee: JEM 1165 Payment Amount: $336.00 Payment Date: 06/12/2008 10:23 AM Balance: $0.00 BNBUILDERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 34521 336.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000/345.830 18.00 000.322.103.00.0 318.00 Total: $336.00 3579 06/12 9711 TOTAL 336.00 rtnr. RPraint -08 Printari OB- 12 -20OA • 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 RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -100 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/01/2008 Applicant: FIDELITY INVESTOR CENTER Issue Date: Receipt No.: R08 -00997 Payment Amount: $50.00 Initials: WER Payment Date: 04/01/2008 02:04 PM User ID: 1655 Balance: $222.00 Payee: A2Z SPECIALTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0118 50.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 50.00 Total: $50.00 G! 12 J4/41. O J) TOTAL 2601 doc: Receiot -06 Printed: 04 -01 -2008 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Plf3 - /ov PERMIT NO. U (206)431 -3 7 Project: -� Type of Ins fiction: i. Afidress: / . ?a L/ c_571",41! Date Called: Special Instructions: Date fant��� / �cd q-Fw, ~p-� Requester: Phone No Approved per applicable codes. Corrections required prior to approval. COMMENTS: bOg # She P rrm ; -fr dog p 4 dell a„9- Inspecto �se,�e.r Date: r - > / / ///17 .00 REINSPECTION FEE RE= D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. eceipt No.: (Date: L INSPECION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (20'6)431 -3670 Projec.t :, i . / Type o In� ctipn: 1 J Address: if Oif STP AoDF12 Date Called: / Social Ins p Date Wan ed: r4 Request : ik" Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: tr., A — IrtJ Vs oi lP /— 49 p /04 I` nspecto‘r: • E1 $ 40 REINSP CTION EE REOUIR I at 6300 Southcente Blvd., Sui Date: /2- Jop D. Prior to inspection, fee must be e 100. Call to schedule reinspection. Recei t No.: / / 'Date: I 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �l< // fl riv 'ib, Type of Inspectio : /2a' » —/ Ai A e s' Date Called: / Special Instructions: Date Want a: m. Request r: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: _. % 44/ n/ / ror,'n5 Aver a!/vdo' r --¢ .,mss,� n .- —5-4'1/ z/ J / ., :r72oC- 394 -63'8 fnspectolsk Re P �/f A Date: /az REINSPECTION FEE REQ ' ED. Pfior to inspection, fee must be t 6300 Southcenter Blvd., Sui 100. Call to schedule reinspection. No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION RECORD Retain a copy with permit PERMIT NO. ktFt Project: ,� Type of Inspection: Address: Date Called: _1 Special Instructions: / Date Wanted: �+ 7 ? 'h �C� ,..111) p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: _1 job v. )J . i Insp4tor: Gt } / Date: 9 . 71 u l/ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 68 -IVCT PERMIT NO. (206)431 -3670 Pro ec ; _ Type of Ir pection: Address: 304 STQAL\b Date Called: Special Instructions: Date Wante;:C_., — CP p a.rr�, rtT Reque ter: Phone No 266- 3`i 1-et-7 ("'"7 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspec 6 60.9' REINSPECTION E REQ IRED. Prior to inspection, fee must be ai at 6300 Southcente Blvd., uite 100. Call to schedule reinspection. Rece t No.: 'Date: 1 ENGINEERS July 24, 2008 Seaport Center 70 Fargo Street Suite 800 Boston, MA 0 22 10 -1964 Mr. Pablo Garcia GENSLER One Beacon Street, Third Floor Boston, MA 02108 P 617345 -9885 F 617- 345 -4226 W www,rclkengineers.com CODE COMPLIANCE APPROVED NOV 10 2008 City Of Tukwila _Nom DM SI RE: RDK Job No.: 20080076.00 Fidelity Investments Retail Investor Center — Base Building Seattle, WA Building Division Review Memo Dear David: 'P608- 100 C;ORRE TI1 J LTR# sue, 4co A NO;L 'FILE COPY N Prnit No. • Our office has received Building Division Review Memo comments to the above referenced project dated July 21, 2008 forwarded by your office. The following are our responses: 1. Per the scope of changes noted on the revision submittal form, a dishwasher was eliminated. After comparing this revision to the original approved plans, I was unable to see where the dishwasher was to be located and then deleted as these plans do not include a fixture schedule. Comparing the two plans I also noted that a new 4 inch sanitary line up was added to the revision at grid 1.6 and B.4. Please clarifii what fixtures will be served by each sanitary outlet and show where deletions and additions are to take place by clouding areas with added notes as necessary. RDK Response: Dishwasher was not part of project the 4" sanitary collects three (3) water closets, one (1) urinal and four (4) lavatories. 2. The page numbers of the proposed revision do not correspond with the original plans. If the page numbers are changed we could end up with two contradicting pages in the same set of approved plans. It is OK to add a page but when making changes to an existing page, the page number should stay the same and changes should be clouded or you could add a note that the page was changed entirely. RDK Response: Drawing numbers have not been adjusted. 3. At grid 1.55 and B.3 you show a 3inch W & T. Is this a waste and trap or something else? It is not vented and would need a vent added under the slab if it is a waste and trap. RDK Response: W &T are waste and trap, 2" vent is indicated connecting to 3" line in question as indicated on drawing P02.00. O:Vobs\2008\20080076 - Fidelity Seattle Base Building\ Correspondence\ Letters \08dwgrevlett_7- 23Garvia.doc Andover, MA n Boston, MA a Amherst, MA o Durham, NC ® Charlotte, NC 13 New Brunswick, NJ RECEIVED NOV 03 2008 PERM) ENTEI".: Mr. Pablo Garcia Page 2 July 24, 2008 4. Are there any floor drains. If so, they may need trap primers. RDK Response: Floor drains are indicated on drawing P02.01, symbol FD -1. All floor drains have been provided with trap primers as indicated on drain schedule located on drawing #P01.01. Very truly yours, RDK ENGINEERS /-4c- Mark Amico Project Manager MA\jad pc: B. Trendell (Gensler) J. Reker ( Gensler) C. Chafee (Gensler) P. Murphy (RDK) PLUMBING SECTION 15400 PART 1 - GENERAL Pr"47)761: Axemexesamems.arre,r xmcci'•-•mmee•=titr f': - • 1.01 GENERAL PROVISIONS 1 1.02 SCOPE OF WORK )' 1 1.03 RELATED WORK 2 1.04 PRODUCTS FURNISHED, BUT NOT INSTALLED UNDER THIS SECTION 2 1.05 PRODUCTS INSTALLED, BUT NOT FURNISHED UNDER THIS SECTION 2 1.06 DEFINITIONS 3 1.07 CODES, REFERENCES AND PERMITS 4 1.08 MATERIAL AND EQUIPMENT STANDARDS 5 1.09 SUBMITTALS 5 1.10 OPERATION AND MAINTENANCE DATA 8 1.11 RECORD DRAWINGS 9 1.12 WARRANTIES 10 1.13 COORDINATION 10 1.14 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS 11 1.15 INSPECTION OF SITE CONDITIONS 11 1.16 SURVEY AND MEASUREMENTS 11 1.17 DELIVERY, STORAGE AND HANDLING 12 1.18 PROTECTION OF WORK AND PROPERTY 12 1.19 SUPERVISION 12 1.20 SAFETY PRECAUTIONS .12 1.21 SCHEDULE 12 1.22 HOISTING, SCAFFOLDING AND PLANKING 13 1.23 CUTTING AND PATCHING 13 1.24 SLEEVES, INSERTS AND ANCHOR BOLTS 13 1.25 SUPPLEMENTARY STEEL, CHANNELS AND SUPPORTS 14 1.26 ACCESSIBILITY 14 1.27 SEISMIC RESTRAINT REQUIREMENTS 14 1.28 ELECTRICAL WORK 14 1.29 PROJECT CLOSEOUT 14 PART 2 - PRODUCT 17 2.01 PIPE, FITTINGS AND JOINTS - GENERAL 17 2.02 SANITARY WASTE, INDIRECT WASTE, ROOF DRAINAGE AND VENT PIPING 18 TABLE OF CONTENTS FCLE COPY RECEIVED APR 01 2008 PERMIT CENTER FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - FOUNDATION PLAN MARCH 19, 2008 2.03 DOMESTIC WATER PIPING 19 2.04 HANGERS AND SUPPORTS 19 2.05 SLEEVES AND ESCUTCHEONS - 20 2.06 INSULATION 21 2.07 PIPING, EQUIPMENT AND VALVE IDENTIFICATION 22 2.08 VALVES (DOMESTIC WATER SYSTEM) 22 2.09 FLOOR DRAINS 23 2.10 CLEANOUTS - -- - 23 2.11 WALL HYDRANTS 24 2.12 BACKFLOW PREVENTERS 24 /13 GAUGES - 24 2.14 SEISMIC RESTRAINT 25 PART 3 = EXECUTION 25 3.01 IDENTIFICATION 25 3.02 TESTING 26 3.03 OPERATING AND MAINTENANCE INSTRUCTIONS 28 3:04 DISINFECTION, CLEANING AND ADJUSTING 29 3.05 SPECIAL TOOLS 31 3.06 CERTIFICATES OF APPROVAL - 31 3.07 QUIET OPERATION 31 3.08 SYSTEMS 32 3.09 GENERAL INSTALLATION REQUIREMENTS 33 FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - FOUNDATION PLAN MARCH 19, 2008 SECTION 15400 PLUMBING PART 1 - GENERAL 1 ;01 GENERAL PROVISIONS A. The GENERAL REQUIREMENTS, DIVISION 1, and BIDDING AND CONTRACT REQUIREMENTS, DIVISION 0, are hereby made a part of this Specification Section. B. Examine all Drawings and all Sections of the Specifications and requirements and provisions affecting the work of this Section. 1.02 SCOPE OF WORK A. This project is for the installation of plumbing shell and core systems to support a single story 7,200 SF Class A retail /office building. 1. Piping - General 2. Waste and Vent Piping 3, Indirect Waste Piping 4. Cold Water Piping 5, Unions and Flanges 6. Pipe Joint Materials 7 Gauges 8. Hangers, Inserts and Supports 9. Seismic Restraints 10. Sleeves, Firestopping 11. Valves 12: Wall Hydrants 13. Backflow Preventers 14, Drains = Floor, and Roof 15. Traps 16, Cleanouts 17. Insulation 18. Cleaning and Testing 19. Operating and Maintenance Manuals 20. Shop Drawings FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 1 FOUNDATION PLAN MARCH 19; 2008 21. Record (As- Built) Drawings B. Work of this Section is generally shown on the Plumbing Drawings. 1.03 RELATED WORK A. Principal classes of Work related to the Work of this Section are listed in the Specification Table of Contents, and are specified to be performed under the indicated Sections of the Specifications. Refer to the indicated Sections for description of the extent and nature of the indicated Work, and for coordination with related trades. This listing may not include all related Work items. It is the responsibility of the Contractor to coordinate and schedule the Work of this Section with that of all other trades. B. The following Work is not included in this Section and will be provided under other Sections: 1. Painting, except as specified herein. 2. Electrical power wiring for all equipment. 3. Temporary light, power, water, heat, gas and sanitary facilities for use during construction and testing. Refer to Division 1, General Conditions. 1.04 PRODUCTS FURNISHED, BUT NOT INSTALLED UNDER THIS SECTION A. Furnish access panels and doors for installation by the General Contractor 1: Furnish access panels for installation in walls, ceiling and floors at locations to permit access for adjustment, removal, replacement and servicing of all concealed equipment, valves and materials installed under this Section of the specifications. 2. Access panels will be installed under the Section of the related trades of the finished surfaces in which they are located. 3. Access panels shall be located in closets, storage rooms and/or other non - public areas if possible, positioned so that the equipment can be easily reached, and the size shall be sufficient for this purpose (min. 16" x 16 "). When access panels are required in corridors, lobby or other habitable areas, they will be located as directed by the Owner's Representative. 4: Access panels shall be prime painted, keyed alike and provided with cylinder lock and two keys for each panel: Units shall be manufactured by Milcor, Inland Steel, Miami Carie or approved equal. Required fire resistance of walls and ceilings shall be maintained. B. Furnish and mount aquastat controllers for hot water circulating pumps for wiring by Electrical Sub - Contractor. 1.05 PRODUCTS INSTALLED, BUT NOT FURNISHED UNDER THIS SECTION A. Install the following items furnished under other sections: FIDELITY INVESTMENTS = SEATTLE, WA 20080075:00 PLUMBING 15400 - 2 FOUNDATION PLAN MARCH 19, 2008 1.06 DEFINITIONS A. As used in this Section, the following items are understood to have the following meaning: 1. "Contractor or Subcontractor ", unless otherwise qualified, shall mean the installer of the work specified under this Section. 2. "Furnish" shall mean purchase and deliver to the project site, complete with every necessary appurtenance. 3. "Install" shall mean unload at the delivery point at the site and perform all work necessary to establish secure mounting and proper operation at the proper location in the project. 4. "Provide" shall mean "Furnish" and "Install ". 5. "Work" shall mean all labor, materials, equipment, apparatus, controls, accessories and all other items required for a proper and complete installation. 6. "Concealed" shall mean hidden from sight in chases, furred -in spaces, shafts, hung ceilings, embedded in construction or in a crawl space. Areas to be concealed as part of tenant alterations to the building shall also be considered in this definition. 7. "Exposed" shall mean not installed underground or concealed as defined above. 8. "Work by Others" shall mean work not provided by this Contractor, but work furnished and /or installed by other Contractors (performing their respective work) as a part of this contract. 9. "Piping" shall mean, in addition to pipe or tubing, all fittings, flanges, unions, valves, strainers, drains, hangers and other accessories relative to such piping. 10. "Furnished by others" shall mean materials or equipment purchased and set in place under other sections of the general contract and connected to the systems covered by this section of the specifications by this trade contractor. 11. "Coordinate" shall mean all work provided under this section of the specification shall be in compliance with work of other trades. 12. "Owners Representative" shall be the party responsible to make decisions regarding all contractual obligations in reference to the Scope of Work for the Owner. 13. "Date of Substantial Completion" shall indicate the date where the work has been formally accepted as evidenced by completed final punch list or where the work has reached the stage that the owner obtains beneficial use and commences utilization of the installed systems for business or occupancy purposes. The GENERAL REQUIREMENTS, DIVISION 1, shall supercede this definition where specifically defined. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 3 FOUNDATION PLAN MARCH 19, 2008 1.07 CODES, REFERENCES AND PERMITS A. Materials, installation of systems and equipment provided under this section shall be done in strict accordance with Washington Department of Public Safety Codes, Washington Department of Environmental Protection, Washington State Building Code and any other Codes and Regulations having jurisdiction including but not limited to: 1. UPC 2000 2. State and Local Building Codes 3. All applicable NFPA Standards 4. Occupational Safety and Health Administration (OSHA) 5. Underwriters' Laboratories, Inc (UL) B. lUnless otherwise specified or indicated, materials, workmanship and equipment performance shall conform with the latest governing edition of the following standards, codes, specifications, requirements, and regulations, except when more rigid requirements are specified or are required by applicable codes but not limited to: 1. American National Standards Institute (ANSI) 2. American Society of Mechanical Engineers (ASME). 3: American Society of Testing and Materials (ASTM) 4. American Water Works Association (AWWA) 5. Factory Mutual System (FM) 6. Institute of Electrical and Electronic Engineers (IEEE) 7. Cast Iron Soil Pipe Institute (CISPI) 8. Plumbing and Drainage Institute (PDI) 9. National Association of Plumbing - Heating Cooling Contractors (NAPHCC) 10. National Electrical Manufacturer's Association (NEMA) 11. National Fire Protection Association (NFPA) 12. National Sanitation Foundation (NSF) 13. Plastic Pipe and Fittings Associations (PPFA) C. All pressure vessels shall conform to ASME and State Codes and Regulations. D. Give all notices, file all plans, obtain all permits and licenses, and obtain all necessary approvals from authorities having jurisdiction. Deliver all certificates of inspection to the authorities having jurisdiction. No work shall be covered before examination and approval by the Owner's Representative, inspectors, and authorities having jurisdiction. Replace imperfect or condemned work to conform to requirements, satisfactory to Owner's Representative, and without extra cost to the Owner. If work is covered before inspection FIDELITY INVESTMENTS SEATTLE; WA 20080075.00 PLUMBING 15400 - 4 FOUNDATION PLAN MARCH 19, 2008 and approval, this Contractor shall pay costs of uncovering and reinstalling the covering, whether it meets contract requirements or not. 1.08 MATERIAL AND EQUIPMENT STANDARDS A. Where equipment or materials are specified with the name of a manufacturer, such specification shall be deemed to be used for the purpose of establishing a standard for that particular item. No equipment or material shall be used unless previously approved by the Owner's Representative. B. Substitutions may be offered for review provided the material, equipment or process offered for consideration is equal in every respect to that indicated or specified. The request for each substitution must be accompanied by complete specifications together with drawings or samples to properly appraise the materials, equipment or process. The contractor shall highlight and list all applicable specification requirements, which the substituted material deviates from. C. If a substitution of materials or equipment in whole or in part is made, this Contractor shall bear the cost of any changes necessitated by any other trade as a result of said substitution. D. All materials, equipment and accessories provided under this section shall be new and unused products of recognized manufacturers as approved. 1.09 SUBMITTALS A. Conform to the requirements of Division 1, General Conditions, for schedule and form of all submittals unless specifically noted otherwise in this Section. Coordinate this submittal with submittals for all other finishes. Shop drawings and design layouts shall be prepared by licensed installing contractors and shall note the name(s), license number(s) and license expiration dates(s) of the contractor(s) installing the Plumbing work. B. Definitions: 1. Shop Drawings are information prepared by the contractor to illustrate portions of the work in more detail than indicated in the Contract Documents. 2. Acceptable Manufacturers: The mechanical design for each product is based on the single manufacturer listed in the schedule or shown on the drawings. In Part 2 of the specifications, certain Alternate Manufacturers are listed as being acceptable. In addition, the MATERIAL AND EQUIPMENT STANDARDS paragraph potentially allows for substitutions as being acceptable. These are acceptable only if, as a minimum, they: a. Meet all performance criteria listed in the schedules and outlined in the specifications. b. Fit within the available space it was designed for, including space for maintenance and component removal, with no modification to either the space or the product. Clearances to walls, ceilings, and other equipment will be at least equal to those shown on the design drawings. The fact that a manufacturer's name appears as acceptable shall not be taken to mean the Engineer has determined that the manufacturer's products will fit within the available space — this determination is solely the responsibility of the contractor. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 5 FOUNDATION PLAN MARCH 19, 2008 c. Products must adhere to all architectural considerations including, but not limited to; being of the same color as the product scheduled or specified and fitting within the architectural enclosures and details. C. Submittal Procedures, Format and Requirements 1. Review submittal packages for compliance with Contract Documents and then submit to Owner's Representative for review. Submit enough sets of shop drawings such that, after review, two sets will be kept by the reviewer, with only the remaining sets returned with reviewer's marks and comments. 2. Each Shop Drawing shall indicate in title block, and each Product Data package shall indicate on cover sheet, the following information: a. Title b. Equipment number c. Name and location of project d. Names of Owner, Engineer and Seller e. Names of manufacturers, suppliers, vendors, etc. f. Date of submittal g. Whether original submittal or resubmitted 3. Shop Drawings showing manufacturer's product data shall contain detailed dimensional drawings (minimum %4' — 1' scale) including plans and sections (where physical clearance could be an issue). Provide larger scale details as necessary. 4. Submit accurate and complete description of materials of construction, manufacturer's published performance characteristics, sizes, weights, capacity ratings (performance data, alone, is not acceptable), electrical requirements, starting characteristics, wiring diagrams, and acoustical performance for complete assemblies. Drawings shall clearly indicate location (terminal lock or wire number), voltage and function for all field terminations, and other information necessary to demonstrate compliance with all requirements of Contract Documents. 5. Provide Shop Drawings showing details of piping connections to all equipment. If connection details are not submitted and connections are found to be installed incorrectly, this contractor shall reinstall them within the original contract price. 6. Provide a complete description of all controls and instrumentation required including electrical power connection drawing for all components an interconnection wiring to starters, detailed information on starters, control diagrams, termination diagrams, and all control interfaces with a central control system. D. Product Data: Submit complete manufacturer's product description and technical information including: 1. Piping - General 2. Roof Drainage, Waste and Vent Piping FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 6 FOUNDATION PLAN MARCH 19, 2008 3. Indirect Waste Piping 4. Cold Water Piping 5- Unions and Flanges 6. Pipe Joint Materials 7. Gauges 8. Hangers, Inserts and Supports 9. Seismic Restraints 10. Sleeves, Firestopping 11, Valves 12. Wall Hydrants 13. Backflow Preventers 14. Drains — Floor and Roof 15. Traps 16. Cleanouts 17: Insulation E. Schedule: Incorporate shop drawing review period into construction schedule so that Work is not delayed. This subcontractor shall assume full responsibility for delays caused by not incorporating the following shop drawing review time requirements into his project schedule. Allow at least 10 working days, exclusive of transmittal time, for review each time shop drawing is submitted or resubmitted. F. Responsibility 1. Intent of Submittal review is t� check for capacity, rating, and certain construction features. Plumbing Contractor shall ensure that work meets requirements of Contract Documents regarding information that pertains to fabrication processes or means, methods, techniques, sequences and procedures of construction; and for coordination of work of this and other Sections. Work shall comply with approved submittals to extent that they agree with Contract Documents: Submittal review shall not diminish responsibility under this Contract for dimensional coordination, quantities, installation, wiring, supports and access for service, nor the shop drawing errors or deviations from requirements of Contract Documents. The Engineer's noting of some errors while overlooking others will not excuse the Plumbing Contractor from proceeding in error. Contract !Documents requirements are not 'limited, waived nor "superseded in any way by review. 2. INFORM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS, ETC. OF SCOPE AND LIMITED NATURE OF REVIEW PROCESS AND ENFORCE COMPLIANCE WITH CONTRACT DOCUMENTS. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 7 FOUNDATION PLAN MARCH 19, 2008 G. In the event that the Plumbing Contractor fails to provide Shop Drawings for any of the products specified herein: 1. The Plumbing Contractor shall furnish and install all materials and equipment herein specified in complete accordance with these Specifications. 2. If the Plumbing Contractor furnishes and installs material and /or equipment that is not in complete accordance with these Specifications, he shall be responsible for the removal of this material and /or equipment. He shall also be responsible for the replacement of this material and /or equipment With material and /or equipment that is in complete accordance with these Specifications, at the direction of the Owner's Representative. 3. Removal and replacement of materials and /or equipment that is not in complete compliance with these Specifications shall be done at no extra cost to the Owner. 4. Removal and replacement of materials and /or equipment that is not in complete compliance with these Specifications shall not be allowed as a basis for a claim of delay of completion of the Work. H. Submit Material Safety Data Sheets (MSD) on each applicable product with submittal: 1.10 OPERATION AND MAINTENANCE DATA A. Commence preparation of the Operating and Maintenance manuals immediately upon receipt of "Approved" or "Approved as Noted" shop drawings and submit each section within one month. The last submission shall be no later than two months prior to the date of Substantial Completion of the Project. B. The manual shall consist of (3) sets of manuals and include (3) CDs, which shall contain the scanned content of the entire manual. The manual shall be submitted for review prior to creation of the CDs. C. The Manual shall contain the following: 1. Operations Manual a. Systems description including all relevant information needed for day -to- day operations and management including Start-up and shut -down instructions. b. Wiring diagrams, schematics, logic diagrams and sequence of operations that accurately depict the controls system. 2. Maintenance Manual a. Maintenance and Lubricating Chart: furnish three sets of charts indicating equipment tag number, location of equipment, equipment service, greasing and lubricating requirements, lubricants and intervals of lubrication. One chart shall be framed under glass and mounted Where directed by the Owner's Representative. b. Valve and System Chart: correspond to valve tags, refer to paragraph identification systems. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 8 FOUNDATION PLAN MARCH 19, 2008 c. Recommend List of Spare Parts: furnish two typed sets of instructions for ordering spare parts with sectional views of the fittings or equipment showing parts numbered or labeled to facilitate ordering replacements. Each set shall include a list with itemized prices of those parts recommended to be kept on hand as spares, as well as the name and address of where they may be obtained: d, Provide copy of all warranty information with associated date of substantial completion (Commencement of Warranty) and end date of coverage all components / subsystems specifically included and excluded. 3. Provide O &M manuals for each of the following: a: Backflow Preventers 1.11 RECORD DRAWINGS A, Refer to DIVISION 1, General Conditions; for record drawings and procedures to be provided under this section, unless specifically noted otherwise in this section. B. Record Drawings (red -line drawings) will be updated by this Contractor daily for review with the monthly requisition. The record drawing shall be an accurate depiction of the systems as completed, including dimensions (vertical /horizontal of concealed components off fixed building elements. C. The Plumbing Foreman shall maintain complete and separate set of prints of Contract Drawings at job site at all times and shall record work completed and all changes from original Contract Drawings clearly and accurately including work installed as a modification or addition to the original design. D. At completion of work the Plumbing Contractor shall prepare a complete set of record drawings on AutoCAD showing all systems as actually installed. The Architectural background AutoCAD files will be made available for the contractor's copying, at his expense, to serve as backgrounds for the drawings. The Electrical Contractor shall transfer changes from field drawings onto AutoCAD drawings and submit copy of files and three sets of prints to Owner's Representative for comments as to compliance With this section. E. The Architect and Engineer are not granting to the Contractor any ownership or property interest in the CADD Drawings by the delivery of the CADD Disks to the Contractor. The Contractor's rights to use the CADD disks and the CADD Drawings are limited to use for the sole purpose of assisting in the Contractor's performance of its contractual obligations under its contract with respect to the Project. The Architect and Engineer are granting no further rights. Any reuse or other use by the Contractor will be at the Contractor's sole risk and without liability to the Architect and Engineer. The Contractor hereby waives and releases any losses, claims, damages, liabilities of any nature whatsoever, and costs (including attorney fees) arising out of, resulting from, or otherwise related to the use of the CADD Disks and CARD Drawings by the Contractor. The Contractor, to the maximum extent permitted by law, hereby agrees to indemnify, defend and hold the Architect and Engineer harmless from all loses, claims, damages, liabilities, and costs (including attorney fees) arising out of, resulting from, or otherwise related to the use of the CADD Disks and CADD Drawings by the Contractor. F. Record Drawings, shall show "as- built" condition of details, sections, riser diagrams, . control changes and corrections to schedules. Schedules shall show actual manufacturer and model numbers of final equipment installation. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 9 FOUNDATION PLAN MARCH 19, 2008 G. The Plumbing Contractor shall submit the record set for approval by the engineer a minimum of one week prior to seeking the permanent certificate of occupancy. 1.12 WARRANTIES A. Submit manufacturer's standard replacement warranties for material and equipment furnished under this Section. Such warranties shall be in addition to and not in lieu of all liabilities which the manufacturer and the contractor may have by law or by provisions of the Contract Documents. B. All materials, equipment and work furnished under this Section shall be guaranteed against all defects in materials and workmanship for a minimum period of one -year (1) commencing with the Date of Substantial Completion. Any failure due to defective material, equipment or workmanship which may develop, shall be corrected at no expense to the Owner including all damage to areas, materials and other systems resulting from such failures. C. Guarantee that all elements of each system meet the specified performance requirements as set forth herein or as indicated on the Drawings. Upon receipt of notice from the Owner of the failure of any part of the systems during the warranty period, the affected parts shall be replaced. Any equipment requiring excessive service shall be considered defective and shall be replaced. 1.13 COORDINATION A. Refer to DIVISION 1, GENERAL CONDITIONS, for record drawings and procedures to be provided under this Section, unless specifically noted otherwise in this Section. The work shall be so performed that the progress of the entire building construction, including all other trades, shall not be delayed nor interfered with. Materials and apparatus shall be installed as fast as conditions of the building will permit and must be installed promptly when and as required. C. Confer with all other trades relative to location of all apparatus and equipment to be installed and select locations so as not to conflict with work of other Sections. Any conflicts shall be referred immediately to the Owner's Representative for decision to prevent delay in installation of work. All work and materials placed in violation of this clause shall be readjusted to the Owner's Representative's satisfaction at no expense to the Owner. D. Where work of this section will be installed in close proximity to work of other sections or where there is evidence that the work of this section may interfere with work of other sections, assist in working out space conditions to make satisfactory adjustment. Prepare and submit for approval 3/8" scale or larger working drawings and sections, clearly showing how the work is to be installed in relation to the work of other sections. E Keep fully informed as to the shape, size and position of all openings required for all apparatus, pipes, sleeves, etc., and give information in advance to allow construction of required openings. Furnish all sleeves, pockets, supports and incidentals, and coordinate with the General Contractor for the proper setting of same. F. All distribution systems which require pitch or slope such as condensate drains and water piping shall have the right of way over those which do not. Confer with other trades as to the location of pipes, ducts, lights and apparatus and install work to avoid interferences. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 . 10 FOUNDATION PLAN MARCH 19, 2008 G. Fire Protection, Plumbing, HVAC, Electrical and any other systems shall be shown and coordinated on these transparencies in the order listed by the respective contractors. H. This Contractor shall, with the approval of the Owner's Representative and without extra charge, make reasonable modifications in his work as required by normal structural interferences, or by interference with work of other trades, or for proper execution of the work. 1.14 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS A. It is the intention of the Specifications and Drawings to call for complete, finished work, tested and ready for continuous operation. Any apparatus, appliance, material or work not shown on the Drawings, but mentioned in the Specifications or vice - versa, or any incidental accessories necessary to make the work complete in all respects and ready for operation, even if not particularly specified, shall be provided by this Contractor without additional expense to the Owner. B: The Drawings are generally diagrammatic. The locations of all items that are not definitely fixed by dimensions are approximate only. The exact locations must be determined at the project and shall have the approval of the Owner's Representative before being installed. This Contractor shall follow Drawings, including his shop drawings, in laying out work and shall check the Drawings of other trades to verify spaces in which work will be installed. Maintain maximum headroom and space conditions. Where space conditions appear inadequate, notify the Owner's Representative before proceeding with the installation: This Contractor shall, without extra charge, make reasonable modifications in the layout as needed to prevent conflict with work of other trades or for proper execution of the work. C. Size of pipes and methods of running them are shown, but it is not intended to show every offset and fitting, nor every structural difficulty that may be encountered. To carry out the true intent and purpose of the Drawings, all necessary parts to make complete approved working systems ready for use, shall be furnished without extra charge. All work shall be installed in an approved workmanlike manner. 1.15 INSPECTION OF SITE CONDITIONS A. Prior to submission of bid, visit the site and review the related construction documents to determine the conditions under which the Work has to be performed. The Plumbing Sub- contractor shall report, in writing, to the Owner's Representative, any conditions which might adversely affect his work. 1.16 SURVEY AND MEASUREMENTS A. Base all required measurements, horizontal and vertical, from referenced points established WITH the Owner's Representative and be responsible for correctly laying out the Work required under this Section of the Specification. B: In the event of discrepancy between actual measurements and those indicated; notify the Owner's Representative in writing and do not proceed with the related Work until instructions have been issued. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400- 11 FOUNDATION PLAN MARCH 19, 2008 1.17 DELIVERY, STORAGE AND HANDLING A: No materials "shall be delivered or stored on site until corresponding Shop Drawings have been approved. B. All manufactured materials shall be delivered to the site in original packages or containers bearing the manufacturers labels and product identification. C. Protect materials against dampness. Store off floors, under cover and adequately protected from damage. D. Inspect all plumbing equipment and materials, upon receipt at the job site, for damage and conformance to approved shop drawings. 1.18 PROTECTION OF WORK AND PROPERTY A. This Contractor shall be responsible for the care and protection of all work included under this Section until the completion and final acceptance of this Contract. B: Protect all equipment and materials from damage from all causes including, but not limited to, fire, vandalism and theft. All materials and equipment damaged or stolen shall be repaired or replaced with equal material or equipment at no additional cost to the Owner. C. Protect all equipment; outlets and openings with temporary plugs, caps and covers. Protect work and materials of other trades from damage that might be caused by work or workmen under this Section and make good damage thus caused. D. Damaged materials are to be removed from the site; no site storage of damaged materials will be allowed. 1.19 SUPERVISION A. Supply the service of a competent Supervisor with a minimum of 5 years experience in Plumbing Construction Supervision who shall be in charge of the Plumbing work at the site. 1.20 SAFETY PRECAUTIONS A. Life safety and accident prevention shall be a primary consideration. Comply with all of the safety requirements of the owner and OSHA throughout the entire construction period of the project. B. Furnish, place and maintain proper guards and any other necessary construction required to secure safety of life and /or property. 1.21 SCHEDULE A. Construct work in sequence under provisions of Division 1 and as coordinated with the Owner's Representative. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 12 FOUNDATION PLAN MARCH 19, 2008 1.22 HOISTING, SCAFFOLDING AND PLANKING A. The work to be done under this Section of the Specifications shall include the furnishing, set =up and maintenance of all scaffolds; staging and planking as required for the work: 1.23 CUTTING AND PATCHING A. Provide all cutting and patching necessary for the proper installation of work to be performed under this Section. B. All work shall be fully coordinated with all phases of construction, in order to minimize the requirements for cutting and patching. C. See that all sleeves or forms are in the work and properly set in ample time to prevent delays. Be responsible that all such chases, openings, and sleeves are located accurately and are of the proper size and shape and consult with the Owner's Representative and all other trades concerned in reference to this work. Confine the cutting to the smallest extent possible consistent With the work to be done. In no case shall piers or structural members be cut without the approval of the Owner's Representative. D. Fit around, close up, repair, patch, and point around the work specified herein to match the existing adjacent surfaces and to the satisfaction of the Owner's Representative. E. Fill and patch all openings or holes left in the existing structures by the removal of existing equipment which is part of this Section of the Specifications. F. All of this work shall be carefully done by workmen qualified to do such work and with the proper and smallest tools applicable. G. Any cost caused by defective or ill -timed work required by this Section of the specifications shall be borne by this Contractor: H. When, in order to accommodate the work required under this Section of the specifications, finished materials of other trades must be cut or fitted, furnish the necessary drawings and information to the trades whose materials must be cut or fitted. 1.24 SLEEVES, INSERTS AND ANCHOR BOLTS A. Coordinate With other trades the location of and maintaining in proper positions, sleeves, inserts and anchor bolts t� be supplied and /or set in place under this section of the specifications. In the event of incorrectly located preset sleeves, inserts and anchor bolts, etc., all required cutting and patching of finished work shall be done under this section of the specifications. B: Unless otherwise specified herein, all pipes passing through floors, walls; ceilings or partitions shall be provided With sleeves and rating shall be maintained by installation of fire stopping. FIDELITY INVESTMENTS - SEATTLE, WA 20080075:00 PLUMBING 15400 -13 FOUNDATION PLAN MARCH 19, 2008 C. Field drilling (core drilling), When required, shall be performed under this section of the specifications, after receipt of approval by the Owner's Representative. 1. When coring can not be avoided, provide ' /< inch pilot hole prior to coring. When coring through floor or slab, verify location of core on floor below and protect and piping, ductwork, wiring, furniture, personnel, etc., below the location of the core. 1.25 SUPPLEMENTARY STEEL, CHANNELS AND SUPPORTS A. Provide all supplementary steel, factory fabricated channels and supports required for the proper installation, mounting and support of all Plumbing equipment, piping, etc., required by the Specifications. B. Supplementary steel and factory fabricated channels shall be firmly connected to building construction in a manner approved by the Owner's Representative as shown on the drawings or herein specified. C All supplementary steel including factory fabricated channels, supports and fittings shall be approved, shall be galvanized steel, aluminum or stainless steel where exposed or subject to rust producing atmosphere and shall be manufactured by Unistrut, H- strut, Powerstrut or approved equal. 1.26 ACCESSIBILITY A. All work provided under this Section of the Specification shall be installed so that parts requiring periodic inspection, maintenance and repair are accessible: Work of this trade shall not infringe upon clearances required by equipment of other trades, especially code required clearances to electrical gear. Minor deviations from the drawings may be made to accomplish this, but changes of substantial magnitude shall not be made prior to written approval from the Owner's Representative. 1.27 SEISMIC RESTRAINT REQUIREMENTS A. Submit working plans and calculations reviewed, signed and stamped by a professional engineer who is registered in the State where the project is located and has specific experience in seismic calculations, certifying that the plans meet all seismic requirements established by authorities having jurisdiction over the project. 1.28 ELECTRICAL WORK A. All electrical apparatus and controls furnished, and the installation thereof, as a part of the Plumbing work, equipment, and controls shall conform to applicable requirements under DIVISION 16 - ELECTRICAL. 1.29 PROJECT CLOSEOUT A. Substantial Completion 1. When the Subcontractor considers the Work under this Section is substantially complete, the subcontractor shall submit written notice, through the General Contractor, with a detailed list of items remaining to be completed or corrected and a schedule of when each remaining work item will be completed. Should the engineer determine the list of remaining work does not constitute substantial FIDELITY INVESTMENTS - SEATTLE, WA 20080075:00 PLUMBING 15400 = 14 FOUNDATION PLAN MARCH 19; 2008 completion the engineer will notify the Architect and /Or Owner and he Will not make a substantial completion site visit. 2: The following items shall be submitted and approved by the Engineer prior to the Written request for substantial completion inspection: a. Certification of successful operation of all systems. b. Training of the owner's personnel in the operation of the systems: c. Record Drawings in accordance with the contract specifications. d. Operation and Maintenance manuals. e. Testing reports. f. Balancing reports. g. Manufacturer's certificates of approvals. h: Emergency contact list for reporting of malfunctioning equipment during the warrantee period. Contractors Project Completion certificate in accordance with the building code requirements. 3. Should the Engineer, during the substantial completion visit, Observe that the Work is substantially complete, s /he will provide a written listing of the observed deficiencies referred herein as the Punch List. The Punch List will provide for a place for the subcontractor and general contractor to sign off and date each item individually indicating that the observed deficiency item has been corrected. 4. Should the Engineer, during the substantial completion site visit, observe that the Work is not substantially complete, s /he will provide, a written list of the major deficiencies and a reason for the work not being considered substantially complete: 5. If the Work is found not to be substantially complete then the engineer shall be reimbursed for his time to re- observe the work. A re- observation fee shall be charged to the Subcontractor through the contractual agreement for any further observations by the engineer. 6: The Subcontractor shall remedy all deficiencies listed in the punch list within the time frame required by the contract. B. Engineers Construction Completion Certification 1. Where required by the applicable code, the Engineers Construction Completion Certification will be issued by RDK Engineers when all life safety and health related issues are complete, all required functional tests are complete and all reports are complete. The following is a minimum listing of the required systems to be tested with reports generated indicating they are complete and ready for use: a. Water Distribution and Supply Pressure Test b. Drainage and Vent System Pressure Test FIDELITY INVESTMENTS = SEATTLE; WA 20080075:00 PLUMBING 15400 FOUNDATION PLAN MARCH 19, 2008 c. Disinfection Reports d. Backflow Preventer Tests e. Equipment Start- UpiTest Reports 2. There shall be NO outstanding items identified on the punch list for scope within any of these categories. C. Final Completion 1: The following items shall be submitted prior completion: a: Revised Substantial Completion items with the review process comments. Warranties commencing the date of Substantial completion Individual Signed and dated Punch List acknowledging completion of all punch list items 2. When the Subcontractor considers all of the punch list work items complete, the subcontractor shall submit written notice through the General Contractor that all Punch List items are complete and resolved and the work is ready for final inspection: The signature lines for completion of each punch list item shall be signed by the Subcontractor indicating the work is complete and signed by the General contractor indicating s /he has inspected the work and found it to be complete. Should the Engineer find the work to be finally complete and all Punch List items are complete the Engineer will make a recommendation to the Architect or Owner. If the Engineer has found the punch list work to be incomplete during final inspection a written listing of the observed deficiencies will be prepared by the Engineer. 3. If the work is not fully complete then the engineer shall be reimbursed for his time to re- observe the work. A re- observation fee shall be charged to the subcontractor through the contractual agreement for any re- observations by the engineer. D. Subcontractor's Project Completion Certificate 1. Upon completion of work and prior to request for Certificate of Occupancy, the Subcontractor shall issue a certificate stating that work has been installed generally consistent with construction documents and all applicable codes. RDK Engineers can furnish a blank contractor's certificate form upon request. The certificate shall certify: a. Execution of all work has been installed in accordance with the approved construction documents. b. c. to the written request for Final to be resubmitted in accordance b. Execution and control of all methods of construction was in a safe and satisfactory manner in accordance with all applicable local, state and federal statutes and regulations. 2: The certificate shall include the following information: a. Project. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING FOUNDATION PLAN 15400 - 16 MARCH 19, 2008 b. Permit Nurnber. c: Location. d. Construction Documents. e. Date on Plans and Specifications submitted for approval and issuance of the Building Permit. f. Addendurrl(a) and Revision Dates. 3. The certificate shall be signed by the Subcontractor and include the following: a. Signature. b: Date. c. Company. d. License Number. e. License Expiration Date. PART 2- PRODUCT 2.01 PIPE, FITTINGS AND JOINTS - GENERAL A. Materials and equipment shall be of the best quality manufactured, new, unused and free from all defects. Piping and fittings shall conform to the latest ANSI, ASTM, and NFPA and AWWA Standards including latest amendments and shall be in conformance with state and local plumbing codes, material standards. B. Each length of pipe, each pipe fitting, trap, materials and /or device used in the respective system shall have cast, stamped or indelibly marked on it, the maker's name or mark, weight and quality of the product when such marking is required by the approved standard that applies. C. Unions and Flanges 1. Unless otherwise specified herein, unions for copper and brass piping two inches and smaller shall be 125 pounds (steam working pressure) brass ground joint type. Larger than 2 inches in diameter shall be 150 pounds flat faced brass flanges conforming to ANSI Standard B16.24. Flanges shall have copper clad steel bolts and nuts and 1/16 -inch minimum thickness red rubber full faced gaskets. 2: Where brass flanges and ferrous flanges are to be joined, ferrous flanges shall be full faced. 3. Mating of ferrous and non- ferrous flanges shall be separated with rubber gaskets (1/16 -inch minimum thickness) and Teflon liners installed in the boltholes. Boltholes shall be drilled to receive the Teflon liners. Physical contact between the ferrous and non - ferrous flanges including the bolts, nuts, and washers will not be permitted. FIDELITY INVESTMENTS = SEATTLE, WA 20080075.00 PLUMBING 15400 - 17 FOUNDATION PLAN MARCH 19, 2008 D. Nipples 1: Close and shoulder nipples shall be of corresponding materials as "specified for the respective piping system and shall be extra heavy. E. Joints 1. Joints, in cast iron piping up to 6" size above ground, shall be made using a code approved mechanical compression type coupling consisting of a neoprene collar, stainless steel coupling with stainless steel bolts and nuts all assembled to provide seal. 2. Joints, in cast iron pipe 8" and larger above ground and below ground, shall be all Hub and Spigot push -on compression type conforming to ASTM C564 =70. 3. Joints in copper tubing, except as otherwise specified herein shall be made according to manufacturer's specifications using sweat fittings and 95 -5 tin /antimony solder and non - corrosive flux. 4. Steel, copper and brass pipe and fittings with threaded ends shall have IPS threads cut clean and true and in conformance with the ANSI Specifications B2 -1 for taper threads. 5. Joints between steel or copper, and cast iron shall be made with Adapter Fittings screwed or soldered onto the pipe and connected to or inserted into the cast iron pipe hub. 6: Connections between earthenware of any fixture and flanges in soil and waste piping shall be made absolutely gas and watertight with closet setting compounds and gaskets which must be absolutely gas, watertight, and stainproof, containing neither oil nor asphaltum and which will not rot, harden or dry under any extreme climatic change, and must adhere on wet surface. 2.02 SANITARY WASTE, INDIRECT WASTE, ROOF DRAINAGE AND VENT PIPING A. Service: Below ground sanitary waste, roof drainage (rain leader), and vent pipe and fittings. Pipe Material: Service weight cast -iron hub and spigot pipe (ASTM -A74) coated with asphalt or coal tar pitch. Fitting Material: Cast -iron fittings. Pipe Joints: Caulked with molten lead and oakum or resilient gaskets (ASTM -C -564) FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 18 FOUNDATION PLAN MARCH 19, 2008 B. Service: Above ground sanitary waste, roof drainage (rain leader), indirect waste pipe, vent pipe and fittings. Pipe Material: Cast -iron hubless pipe (CISPI301), service weight cast -iron; hub and spigot (ASTM- A -74); or DWV copper tube. Fitting Material: Cast -iron, cast brass or wrought copper drainage fittings. Pipe Joints: Corrugated 304 stainless steel coupling with neoprene gasket, (3" wide w / 4 bands for up to 4" pipe, 4" wide w / 6 bands up to 10" pipe), lead and oakum; resilient gaskets (ASTM -C -564) or soldered using ASTM B- 32, 95 -5 tin - antimony Miscellaneous: Cast -iron pipe, 8- inches and larger shall have pipe clamps and rods at each fitting. 2.03 DOMESTIC WATER PIPING A. Service: Domestic water piping below ground (2 inches and smaller). Pipe Material: Type K copper tubing (ASTM -B88) soft temper. Fitting Material: Cast or wrought copper. Joints: Brazed joints. Miscellaneous: All pipe and fittings below ground shall be encased in loose 8 mil, thick polyethylene film sleeve in accordance with ANSI A21.5. B. Service: Domestic cold water and non- potable water above ground. Pipe Material: Type L hard drawn copper tubing — ASTM B88. Fitting Material: Cast brass or wrought copper solder joint fittings. Joints: Solder joints, 95 / 5 tin - antimony solder (ASTM B -32) or brazed. 2.04 HANGERS AND SUPPORTS A. Hangers shall be installed, as required, to meet code compliance as to location /spacing and Manufacturer's Standardization Society (MSS) Standard Practice Bulletins SP -58 & 69. B. Hanger material shall be compatible with piping materials with which it comes into contact. C. Hangers shall be installed, in addition to the above, at all changes of direction (horizontal and vertical), valves and equipment connections. Hangers shall be located so that their removal is not required to service, assemble or remove equipment. D. Horizontal runs may use band hangers up to 4" size. Piping larger than 4" shall be provided with Clevis type. E. Vertical support shall be by means of riser clamps (anchors with split ring type allowable up to 2" size only) and adjustable pipe support with flange anchored to floor. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 19 FOUNDATION PLAN MARCH 19, 2008 F. Where three or more pipes are running parallel to each other, factory fabricated gang pipe hangers with pipe saddle clips or rollers may be used in lieu of the hereinbefore specified hangers. These hangers shall be sized to provide for insulation protectors as hereinafter specified. Pipe saddle clips shall be not less than 16 gauge metal and shall be copper when installed with un- insulated copper piping. Where pipe rollers are provided for insulated copper piping, insulation protectors shall be provided at each set of rollers and filled with a section of heavy density fiberglass pipe covering. G. Insulation protectors (shields) for horizontal piping shall be constructed of galvanized steel formed to a 180 degree arc and 12 inches long, 18 gauge for hangers 5 inches in size and smaller, 16 gauge for hangers larger than 5 inches in size. H. Exposed rods, clamps and hangers shall be electro- galvanized coated. I. Valve and piping supports, from the floor, shall be adjustable pipe support and complete with pipe standard and flange, anchored to floor. 1. Supports shall be installed at each control valve, riser tee or elbow and where any unsupported section exceeds 4' -0" in length measured along piping centerline and within 4' -0" off floor. 2.05 SLEEVES AND ESCUTCHEONS A. All pipes passing through rated floors, walls, or partitions shall be provided with sleeves having an internal diameter with a minimum of one inch larger than the outside diameter of the pipe or insulation on covered lines. B. Sleeves through masonry floors and interior masonry walls shall be Schedule 40, black, steel pipe. Sleeves through interior nonmasonry walls or partitions shall be 22 gauge galvanized sheet steel. C. Sleeves through walls shall terminate flush with face of wall. Sleeves through floor walls shall terminate 1" above finished floor. D. Required fire resistance of floors and walls shall be maintained where penetrations occur. Fire stopping at sleeves shall be installed per manufacturer recommendations. Fire stopping material shall be UL listed for the service and fire rating. Provide asbestos -free firestopping material capable of maintaining an effective barrier against flame, gases, and temperature. Provide noncombustible firestopping that is nontoxic to human beings during installation or during fire conditions. Devices and equipment for firestopping service shall be UL FRD listed or FM P7825 approved for use with applicable construction, and penetrating items. 1. Fire Hazard Classification: Material shall have a flame spread of 25 or less, a smoke developed rating of 50 or less when tested in accordance with UL 723 or UL listed and accepted. 2. Firestopping Rating: Firestopping materials shall be UL FRD listed or FM P7825 approved for "F" and "T" ratings at least equal to fire - rating of fire wall or floor in which penetrated openings are to be protected, except that "F" and "T" ratings may be 3 hours for firestopping in through - penetrations of 4 -hour fire rated wall or floor. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 20 FOUNDATION PLAN MARCH 19, 2008 E. Escutcheons shall be provided with a set screw to properly hold escutcheon in place and provided at all exposed floor and wall penetrations. Escutcheons on C.P. piping shall be chrome plated. 2.06 INSULATION A. General: The pipe covering specified herein for piping systems shall be provided in strict accordance with the manufacturer's printed instructions, the best practice of the trade and to the full intent of this specification. 1. The sealers, tapes, adhesives and mastics used in conjunction with the installation of the pipe covering specified herein shall possess the maximum possible fire -safe qualities available and shall be of a type approved by Factory Mutual, Factory Insurance Association or National Fire Protection Association. 2. Valves, fittings, flanges and accessories shall have the same thickness of pipe covering applied as the adjacent pipe. Pipe covering for these items shall be factory PVC molded type. 3. Longitudinal seams and butt joint shall be sealed with a fire retardant, vapor barrier adhesive. 4. Insulation at hangers shall be protected with sheet metal saddles. B. Interior Cold Water System Piping 1. All interior cold water, tempered water, tempered water return, hot water and hot water return piping shall be insulated with a preformed fiberglass insulation which meets the property requirements of ASTM C547, "Standard Specification for Mineral Fiber Pipe Insulation ". Pipe insulation shall have a white, factory applied, fire retardant, reinforced vapor barrier jacket. Insulation shall be continuous through sleeves and have a thickness of 1 -inch. 2. Ends of insulation at termination points shall be sealed to the pipe with a pre - molded PVC type fitting. Pipe fittings and valves shall be provided with pre - molded PVC covers with fiberglass inserts. 3. Pipe insulation within 6' -0" of finished floor, in exposed installations, shall be provided with 20 mil. PVC continuous covers in addition to the vapor barrier jacket. Fittings and seams shall be solvent welded. 4. Insulation shall be manufactured by Owens - Corning Fiberglas Corp., Knalif Fiberglass, Certainteed or equal. C. Horizontal Storm Drain and Roof Drain Bodies 1. Mineral cement shall be installed on all roof drain bodies to a thickness of 1 inch and covered with glass jacket embedded in fire - retardant vapor -proof adhesive. 2. Horizontal storm drain piping shall be insulated same as for water lines. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 21 FOUNDATION PLAN MARCH 19, 2008 2.07 PIPING, EQUIPMENT AND VALVE IDENTIFICATION A. General 1. All pipe markers, bands, valve tags and equipment identification plates shall be as manufactured by W.H. Brady, Westline Products, Seton Nameplate Company or approved equal. Stenciling of the piping will not be permitted. Pipe markers, bands and flow arrows shall be pressure adhesive, snap -on, acrylic or vinyl type. B. Piping 1. Name of the service, taken from drawing legend, shall be printed in black letters, not less than 1 1/4 inches high for piping, including covering, 3 inches and larger and 3/4 inch in height for piping 2 -1/2 inches and smaller. 2. Arrows and color band background shall conform to Washington State Plumbing Code for all domestic and protected water systems. Legends, arrows and colors shall conform to ANSI Standard A13.1 covering "Identification of Piping Systems" for all other systems. C. Equipment 1. Nameplates shall be made of black surface white core laminated bakelite with indented letters. 2. Nameplate shall be a minimum of 3 inches wide by 1.5 inches high and bear the equipment name as designated in these Specifications. 3. Equipment identification designations shall be from equipment schedules as indicated on the drawings or specified herein. D. Valve Tags 1. All valves on pipes of every description with the exception of chrome plated stops at fixtures shall have neat, circular brass valve tags of at least 1.5 inches in diameter, attached with brass hook to each valve stem. Stamp on these valve tags in letters as large as practical the number of the valve and the service such as "C.W. ", for cold water, respectively. The numbers of each service shall be consecutive. 2. All valves on equipment, tanks and pumps shall be numbered by 3 inch diameter red metal discs with white numbers 2 inch high secured to stem of valves by means of brass hooks or small solid link brass chain. 2.08 VALVES (DOMESTIC WATER SYSTEM) A. General Valves in the interior domestic water piping systems (cold water, hot water, and hot water return) shall be as manufactured by Apollo, Milwaukee, Nibco or Conbraco. Manufacturer's model numbers used herein are intended as a guide to quality and type of valve to be provided. 1. Valves used for throttling of flow shall be butterfly type with memory stop. Bali valves shall not be acceptable on hot water return piping. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 -.22 FOUNDATION PLAN MARCH 19, 2008 2. Valves shall be provided with Buna -N, TFE or EPDM seats suitable for the service intended. 3. The pressure classification for valves specified herein are working steam or water, oil, gas (WOG) pressure ratings. 4. Lever handles on all valves shall be color coded in conformance with ANSI Standard A -13.1. 5. Shut -off valves on the incoming water service and on the discharge of the water meter shall be a gate valve or other full -way valve. B. Ball Valves (2" and smaller) shall have threaded or solder ends with a bronze body, full port stainless steel ball an stem, RPTFE seats, a lever handle with a 1 % inch zinc plated carbon steel stem extension assembly and be rated for 600 psi WOG. Ball valves shall be equal to Apollo Series 77- 140 -03 / 77- 240 -03. C. Butterfly valves, 2.5 inches and larger: Apollo lug type model 143, cast iron body, EPDM or Buna -N seat, 10 position lever handle. D. Gate valves up to 3" in size shall be a bronze body gate with rising stem, solid wedge design, 300 psi WOG and have threaded or soldered ends. Nibco Models T -134 or S- 134. E. Check valves, 3 inches and smaller: Conbraco 61 series, bronze body, stainless steel spring, RTFE ball check. F. Drain valves: Apollo 78 -100 series % inch all bronze hose end ball valve with cap and chain, provide hose end vacuum breaker. G. Strainers: Conbraco 59 Series, bronze body, threaded or solder ends to suit, stainless steel screen, 400 pound wog. 2.09 FLOOR DRAINS A. Floor drains shall be of cast iron construction and be manufactured by J.R. Smith, Zurn, Wade, or equal. 1. Refer to Schedule on drawings for size and type. 2.10 CLEANOUTS A. Bodies of cleanout ferrules in hub and spigot or no -hub piping shall be standard pipe size conforming in thickness to that required for pipe and fittings, and shall extend not less than 3/4 inch high. Cleanouts in copper waste piping shall be soldered brass cleanout fittings with extra heavy brass screw plugs of the same size as the pipe line. Cleanouts in threaded waste piping shall be cast iron drainage "T" pattern 90 degree branch fittings with extra heavy brass screw plugs of the same size as the pipe. B. Floor cleanouts shall be J.R. Smith, Zurn, or Wade, equal to J.R. Smith 4020 -PB series in sizes up to 4 ", piping larger than 4" size and up to a maximum of 8" size, shall be provided with JR Smith 4100 -PB series in all areas but those with carpet. Areas with carpet shall be provided with recessed covers and markers. C. Exterior cleanouts to grade shall be same as for interior floor cleanouts and shall be encased in concrete at a minimum of 6" beyond the greatest outside dimension and a minimum of 6" depth. Top of cleanout shall be set 1/2" above finished grade and concrete collar shall be shaped to finished grade. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 23 FOUNDATION PLAN MARCH 19, 2008 2.11 WALL HYDRANTS A. Wall hydrants shall be manufactured by Woodford, J.R. Smith, Josam, Zurn or equal. B. Wall hydrants shall be automatic draining, non - freeze type with integral vacuum breaker 3/4" hose threaded nozzle, polished brass finish and loose tee key handle. Wall hydrants shall be Woodford model 65, J.R. Smith Model 5609QT, Josam Model 71050 or equal. 2.12 BACKFLOW PREVENTERS A. Reduced pressure principal backflow preventer shall be Washington D.E.P. approved, complete with, ball valves and strainer on sizes up to 2 ", OS &Y gate valves on 3" and larger, air gap fitting, bronze construction for sizes up to 2" and epoxy coated cast iron for sizes 3" and larger. Reduced pressure principal backflow preventer shall be by Conbraco, Febco, Watts or approved equal. B. Atmospheric type vacuum breakers shall be provided at all hose end valves and outlets. Where vacuum breaker is not integral with fixture, provide an all brass, threaded type with manual drain feature. Provide pressure type for all outlets subject to back pressure or static line pressure. Atmospheric type vacuum breakers shall be by Conbraco, Febco, Watts or approved equal. C. Installation of all backflow preventers shall be in accordance with Washington State Plumbing Code and Department of Environmental Protection Regulations. D. Reduced pressure principal assemblies shall be registered with and approved by Washington D.E.P. or its agent prior to installation. E. Contractor shall provide repair kits for each reduced pressure backflow preventer. F. Reduced pressure assemblies 3" and larger shall be supported from the floor by means of adjustable pipe supports with floor flanges anchored to the floor. Provide spool piece before and after unit to receive support saddles. G. Reduced Pressure Assemblies shall be located in the horizontal plane only, with the bottom of the unit between three and four feet above the floor and a minimum of 12" clearance from the outside of the unit to the face of the wall. 2.13 GAUGES A. Pressure Gauges: 1. Gauges shall be installed with suitable "T" handle gauge cocks to permit servicing. Unless otherwise specified herein, all gauges shall be not less than five inch diameter, dial type, stainless steel case with black flange, aluminum peaked ring, phosphor bronze, bourdon tube, 1/4 inch bass N.P.T. male socket connection with wrench flats, white lithographed steel dial with black numbers and gradation. Dial gradations reading in "PSIG" shall be such that the normal operating pressure shall be indicated near the middle of the scale. 2. Gauges shall be installed at outgoing side of water meter, incoming and outgoing sides of reduced pressure backflow preventer. B. The accuracy of all gauges shall be within one percent of the scale range. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 24 FOUNDATION PLAN MARCH 19, 2008 2.14 SEISMIC RESTRAINT A. For each seismic restraint, provide certified calculations to verify adequacy to meet the following design requirements: 1. Ability to accommodate relative seismic displacements of supported item between points of support. 2. Ability to accommodate the required seismic forces. B. Calculations shall be stamped by a Professional Engineer who is registered in the State of Washington and has specific experience in seismic calculations. C. Seismic restraint shall be installed in accordance with Washington State Building Code. 1. Maximum distance between braces in the lateral direction shall be 30 feet for piping 2" and smaller and 40' for piping 2 -1/2" and larger. 2. Maximum distances between braces in the longitudinal direction shall be 80 feet. 3. Tops of risers shall be provided with 4 -way braces. 4. Flexible couplings shall be provided within 12" of floor and wall non - frangible penetrations and within 24" of all building expansion joints. 5. Hangers closest to the sway bracing shall be installed with an extended rod to the piping to resist upward movement of the piping. 6. Seismic bracing for lateral and longitudinal bracing may be of the splayed wire (tension type), or pipe and fixed hanger (tension /compression type), and shall be complete with manufacturer's recommended sizing, locations, and calculations. One system only (tension or compression / tension) shall be installed. 7. C clamps for attachment to the building structure must be provided with retaining straps. 8. 4 -Way bracing may be of the splayed wire type or fixed angle brace with U bolt. PART 3 - EXECUTION 3.01 IDENTIFICATION A. All equipment and each length of pipe fitting, trap, fixture, control panel, starter, and device used in the systems shall have a permanently attached nameplate or be cast, stamped or indelibly marked with the manufacture's mark or name, the weight, type and class. The nameplates shall be kept clean and readable at all times. B. Piping 1. Furnish and affix approved adhesive bands identifying the service and direction of flow of each piping system installed under this Section of the Specifications. 2. Identification shall be provided on all piping that is exposed as well as all in concealed locations such as shafts, and above removable ceilings in which piping may be viewed. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 25 FOUNDATION PLAN MARCH 19, 2008 3. Each set shall consist of one band on which the name of the service is printed and one band on which is printed a black directional arrow. 4. Bands shall be applied where they can be easily read from the finished floor below, with their long dimension parallel to the axis of the pipe. 5. Bands shall be applied only after any finish painting is completed. 6. In general, the piping of each system shall be identified in the following locations and the piping designation shall be taken from the legend as indicated on the drawings. a. Pipe mains and branches - every 25 feet in all accessible open areas and ten feet apart in congested areas. b. At each side of valves and pipe tees. c. Each wall penetration (both sides). d. At each piece of equipment. e. At each floor, above and below ceilings, on exposed risers and drops. C. Valve Tags: 1. Valve numbers and legend on valve tags shall correspond to numbers indicated on the Record Drawings and valve list. Legend shall be taken from Contract Drawings Legend. D. Valve Charts and Lists: 1. Provide to the Owner through the Architect, two printed detailed valve number lists. These printed lists shall state the numbers and location of each valve and the fixture or group of fixtures which it controls, and other necessary information, such as requiring the opening or closing of another valve or valves, when any one valve is to be opened and closed. 2. These printed lists shall be prepared in form to meet approval of the Architect and shall be framed under glass. 3.02 TESTING A. General 1. All labor, materials, instruments, devices and power required for testing shall be provided by this Contractor. The tests shall be performed in the presence and to the satisfaction of the Architect and such other parties, as may have legal jurisdiction. No piping in any location shall be closed up, furred in, or covered before testing. 2. Where portions of piping systems are to be covered or concealed before completion of the project, those portions shall be tested separately in the manner specified herein for the respective entire system. 3. Any piping or equipment that has been left unprotected and subject to mechanical or other injury in the opinion of the Architect shall be retested in part or in whole as directed. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 26 FOUNDATION PLAN MARCH 19, 2008 4. The Architect retains the right to request a recheck or resetting of any pump or instrument by this contractor during the guarantee period at no additional cost to the Contractor. 5. Repair, or if directed by the Architect, replace any defective work with new work without extra charge to the Contract. Repeat tests as directed, until the work is proven to meet the requirements specified herein. 6. Restore to its finished condition any work, damaged or disturbed, provided by other contractors and engage the original contractor to do the work of restoration to the damaged or disturbed work. 7. The fixtures shall be tested for stability of support and satisfactory operation. The piping shall be tested when directed by the Engineer for stability. 8. After the fixtures are set and connected, and the piping systems to same have been tested, this contractor shall turn water on the fixtures, and equipment, fill the traps, etc., and the proper operation of all items shall be demonstrated by him in the presence of and to the satisfaction of the Architect/Engineer or their designated representatives. 9. Caulking of screwed joints or holes in piping will not be acceptable. 10. This Contractor shall notify the Architect and any inspectors having jurisdiction, a minimum of 48 hours in advance of making any required tests so that arrangements may be made for their presence to witness his scheduled tests. B. Specific: 1. Storm and Sanitary (Waste and Vent) Piping Systems: a. Before the installation of fixtures, and equipment each system including vents shall have all necessary openings plugged to permit the entire system to be filled with water to the level of the vent stack or roof drain of each system above the roof where practical. Each system shall hold this water for four hours without a drop in water level. Where a portion of the system is to be tested, the test shall be conducted in the same manner as specified herein for the entire system, except a vertical sack ten feet above the highest horizontal line to be tested may be installed, and filled with water to maintain sufficient pressure. A pump may be used to supply the required pressure. The pressure shall be maintained for a minimum of four hours for sufficient time to permit inspection of all joints. 2. Domestic Water Piping Systems: a. Upon completion of the roughing -in and before setting fixtures and final connection to all equipment, all water piping systems shall be tested to a hydrostatic pressure of 150 PSIG. b. Each system's test shall be maintained for eight hours without a drop in pressure. c. After testing, provide complete adjustment of all parts of each water system until design distribution or balancing is obtained throughout. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 -27 FOUNDATION PLAN MARCH 19, 2008 3. Gas Systems a. Before any system of gas piping is put into service, it shall be carefully tested in the presence of, and with the approval of, the gas inspector to insure that it is gastight. Where any part of the system is to be enclosed or concealed, this test shall precede the work of closing in the piping. The test medium shall be air or inert gas (e.g. nitrogen, carbon dioxide). Oxygen shall never be used. b. Gas piping systems, not in excess of 1/2 psig or 14 inches water column, extending from the outlet of the meter set assembly to the closed shutoff valve of each appliance, shall withstand a pressure of at least six inches mercury or three pound gauge for a period of not less than 10 minutes without showing any drop in pressure. Pressure shall be measured with a mercury manometer or slope gauge, or an equivalent device so calibrated as to be read in increments of not greater than 1/10 pound. The source of pressure shall be isolated before the pressure tests are made. c. After the test of piping for tightness as described herein, gas may be turned on and appliances tested at normal operating pressure by means of a soap bubble test, or other non - corrosive foaming agent test. 3.03 OPERATING AND MAINTENANCE INSTRUCTIONS A. Prior to completion of the Contract, provide field operating instructions to the Owner's designated representative with respect to operation functions and maintenance procedures for the equipment and systems installed. B. All equipment provided under this Section of the Specifications shall be placed in operation and shall function continuously in an operation test for a period of one week, without shut down due to mechanical failure. C. Prior to scheduling the project final inspection and after completion of the entire installation period, provide all work required to adjust all controls, hot water systems balancing and all maintenance to place the systems in operation to meet the requirements of this Section of the Specifications and Contract Documents. D. Provide to the Owner through the Engineer, six (6) complete sets of operating, service, maintenance instruction manuals containing replacement data for the equipment which will require operating, maintenance or replacement and one copy of this literature shall be available during the instruction of the operating personnel while the others are checked for completeness by the Architect. E. Sufficient advance notice shall be given to the Owner's designated operating personnel for the specific instruction period. Upon completion of instruction, obtain from the representative(s) written verification that the above mentioned instruction has been performed. Such verification shall be forwarded to the Owner through the Architect. F. Each copy of the approved operating and maintenance manual shall contain copies of approved shop drawings, equipment literature, cuts, bulletins performance charts, pump curves, details, equipment and engineering data sheets and typewritten instructions relative to the care and maintenance for the operation of the equipment, all properly indexed and bound in a hard -back three ring binder. Flysheets shall be placed before instructions covering each section. The instruction sheets shall be in 8 -1/2 inches by 11 FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 28 FOUNDATION PLAN MARCH 19, 2008 inches with large sheets of drawings folded in neatly. Each manual shall have the following minimum contents: 1. Table of Contents 2. Maintenance a. Maintenance and lubricating instructions b. Replacement charts c. Preventive maintenance recommendations d. Trouble shooting charts for equipment components e. Testing instructions for each typical components f. System draining and filling instructions g. Two typed sets of charts indicating equipment tag number, location of equipment, specific equipment service, greasing and lubricating requirements as recommended lubricant type and intervals of lubrication. h. Two type sets of instructions for ordering spare parts. Each set shall include name, telephone number and address of where they may be obtained. Manufacturer's Literature a. The equipment for which shop drawings have been submitted and approved. b. Wiring diagrams c. Installation drawings d. Manufacturer's representative and contract information e. Guarantees 3.04 DISINFECTION, CLEANING AND ADJUSTING A. Disinfection 1. Each potable water system shall be cleaned and disinfected by this Contractor. Cleaning and disinfection shall be performed after all pipes, valves, fixtures and other components of the system are installed, tested and ready for operation. 2. All domestic water piping shall be thoroughly flushed with clean potable water, prior to disinfection, to remove dirt and other contaminants. Screens of faucets shall be removed before flushing and re- installed after completion of disinfection. 3. Disinfection shall be done using sodium hypochlorite in the following manner: a. A service cock shall be provided and located at the water service entrance. The disinfecting agent shall be injected into and through the system from this cock only. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 29 FOUNDATION PLAN MARCH 19, 2008 b. The disinfecting agent shall be injected by a proportioning pump or device through the service cock slowly and continuously at an even rate. During disinfection, flow of disinfecting agent into main water supply shall not be permitted. c. All sectional valves shall be opened during disinfection. All outlets shall be fully opened at least twice during injection and the residual checked with orthotolidin solution. d. When the chlorine residual concentration, calculated on the volume of water the piping will contain, indicates not less than 50 PPM (parts per million) at all outlets, then all valves shall be closed and secured. e. The residual chlorine shall be retained in the piping systems for a period of not Tess than 24 hours. f. After the retention, the residual shall be not less than five parts per million. If less, then the process shall be repeated as described above. If satisfactory, then all fixtures shall be flushed with clean potable water until residual chlorine by orthotolidin tests shall not be greater than the incoming water supply (this may be zero). 4. All work and certification of performance shall be performed by approved applicators or qualified personnel with chemical and laboratory experience. Certification of performance shall indicate: a. Name and location of the job and date when disinfection was performed. g. b. Material used for disinfection. c. Retention period of disinfectant in piping system. d. PPM chlorine during retention. e. PPM chlorine after flushing. f. Statement that disinfection was performed as specified. g. Signature and address of company /person performing disinfection. 5. Upon completion of final flushing (after retention period), this Contractor shall obtain a minimum of one water sample from each hot and cold water line and submit samples to a State - approved laboratory. Samples shall be taken from the faucets located at highest floor and furthest from meter or main water supply. The laboratory report shall show the following: a. Name and address of approved laboratory testing the samples. b. Name and location of job and date the samples were obtained. c. The coliform organism count. (An acceptable test shall show absence of coliform organisms.) 6. If analysis does not satisfy the above minimum requirements, the disinfection procedure shall be repeated. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 30 FOUNDATION PLAN MARCH 19, 2008 7. Before acceptance of the systems, this Contractor shall submit to the Architect for his review, three (3) copies of Certification of Performance as specified above. 8. Under no circumstances shall this Contractor permit the use of any portion of domestic water system until properly disinfected, flushed and certified. B. Cleaning and Adjusting 1. At the completion of the work, all parts of the installation shall be thoroughly cleaned. All equipment, pipe, valves and fittings shall be cleaned of grease, metal cuttings and sludge which may have accumulated by operation of the system for testing. 2. Any stoppage or discoloration or other damage to parts of the building, its finish, or furnishings, due to this Contractor's failure to properly clean the piping system shall be repaired by this Contractor at no increase in Contract costs. 3. At the completion of the work, all water systems shall be adjusted for quiet operation. 4. All automatic control devices shall be adjusted for proper operation. 5. All plumbing fixtures and exposed metal work shall be adjusted for proper operation. Floor drain strainers and traps shall be cleaned of all debris. 6. All items of equipment shall be thoroughly inspected and any items dented, scratched or otherwise damaged in any manner shall be replaced or repaired and painted to match the original finish. All items so repaired and refinished shall be brought to the attention of the Architect for inspection and approval. 3.05 SPECIAL TOOLS A. Provide any and all special tools, recommended by the manufacturer of items furnished, noted as not being commonly available. 3.06 CERTIFICATES OF APPROVAL A. Upon completion of the work, furnish to the Owner through the Architect, in duplicate, certificates of inspection and /or approval from state and local inspection authorities having jurisdiction indicating the installed systems compliance to their requirements. 3.07 QUIET OPERATION A. All work provided under this Section of the Specifications shall operate under conditions of load without sound or vibration, which is abnormally objectionable for such equipment in the opinion of the Architect. In case of moving machinery, sound or vibration noticeable outside of the room in which it is installed, or annoyingly noticeable inside its own room will be considered objectionable shall be corrected in an approved manner by this Contractor at no change in Contract amount. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 31 FOUNDATION PLAN MARCH 19, 2008 3.08 SYSTEMS A. Sanitary and Storm Drainage Piping (Interior) 1. The Sanitary (waste and vent), and storm drainage piping three inches and smaller in diameter shall pitch a minimum of 1/4 inch per foot, and piping four inches and larger in diameter shall pitch a minimum of 1/8 inch per foot. 2. The vent stacks shall be connected as shown and extended through the roof a minimum of 18 inches. Waste and vent pipes unless shall be concealed unless otherwise noted. 3. Branch connections to each drainage system shall be made with "Wye" and long turn "Tee Wye" fittings. Installation of short radius 1/4 bends, common offsets; double hub fittings and saddles will not be approved. Only fittings conforming to the Code shall be installed. 4. The changes in direction of each drainage system shall be made with "Wye" branches and 1/8 bends. Provide long sweep bends at bottom of stacks with a vertical cleanout just above the floor at places where a "Wye" and 1/8 bends at bottom of stacks and end cleanouts cannot be installed. 5. Every fixture shall be separately trapped and the traps must be vented unless an approved battery or wet vented system is being installed. Floor drains shall be considered as a fixture. 6. Vents shall be connected to the discharge of each trap in the sanitary system, thence carried individually to a point above the flood level of the fixture before connecting with any other vent pipes. Pitch the branch vents back to the fixtures. 7. Collect individual vent pipe together in branch vent lines and connect to vent stacks. Wherever possible, vent stack offsets shall be made with 45 degree fittings. The vents passing through the roof shall be a minimum size of four inches in diameter. 8. Cleanouts shall be provided in drainage piping at changes in directions, at foot of stacks or other required points so that all portions of the lines will be readily accessible for cleaning or rodding out. 9. Cleanouts shall be of the same size as the pipe installed in up to four inches in diameter and not less than four inches in diameter for piping larger than four inches in diameter. 10. The maximum horizontal distance between cleanouts; in piping four inches in diameter and smaller shall not be more than 50 feet apart; in piping five inches in diameter and larger shall not be more than 100 feet apart. 11. Traps on sanitary piping not integral with fixtures and in accessible locations shall be provided with a brass trap screw protected by the water seal, and will be regarded as a cleanout. 12. Test tees with brass cleanout plugs shall be provided at the foot of all vertical waste and storm drainage stacks and at each floor. Wherever cleanouts on vertical lines occur concealed behind finished walls, they shall be extended to back of finished wall and a wall plate shall be provided. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 32 FOUNDATION PLAN MARCH 19, 2008 B. Cold Water Piping 1. Vacuum breakers and /or backflow preventers shall be installed on supplies to each piece of equipment, and valved connection, as required, to prevent back - siphonage and backflow. 2. Branch lines from water service or main lines shall be taken off the top or bottom of main, using such crossover fittings as may be required by structural or installation conditions. All water service pipes, fittings, and valves shall be kept a sufficient distance from other work and not less than one inch between coverings on the different services. 3. Water piping shall be run parallel and graded evenly to the drainage points. There shall be a minimum 1/2" hose -end drain valve with hole -end vacuum breaker provided for each low point in the piping, so that all parts of each water system can be drawn -off. Piping 2" and larger shall have a 3/4" size drain valve. 4. No piping shall be installed in a manner to permit back siphonage or backflow of any flow of water from the waste non - potable or process system into the domestic water systems or their distribution piping under any conditions. Approved backflow preventers shall be installed where cross - connections are required. 5. Where flanges are installed in the water systems, install red rubber gaskets between each pair of flanges. 6. Heating and /or bending of copper tubing to eliminate the installation of fittings will not be permitted (exception: flexible risers between fixture stop and kitchen /lavatory faucet). 7. Piping systems shall be kept clean during all phases of work. Open ends of incomplete piping shall be protected to prevent the entrance of foreign materials. 8. Pipe shall be cut accurately to measurements established at the site and shall be worked into place without springing or forcing. 9. Provide copper plated friction clamps on the cold water supplies to each water closet and urinal flushometer. Friction damp shall be firmly damped to the pipe and shall be firmly attached to the adjacent wall structure. 3.09 GENERAL INSTALLATION REQUIREMENTS A. Piping Installation 1. Install piping approximately as shown on the drawings and as directed during installation by the General Contractor or the Architect. 2. Piping shall be installed as straight and direct as possible forming right angles or parallel lines with building walls, other piping and neatly spaced. 3. The horizontal runs of piping, except where concealed in partitions, shall be installed as high as possible. 4. Piping or other apparatus shall not be installed in such a manner so as to interfere with the full swing of the doors and access to other equipment. 5. The arrangement, positions and connections of pipes, fixtures, drains, valves, and the like, indicated on the drawings shall be followed as closely as possible, but the right is reserved by the General Contractor or the Architect to change FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 33 FOUNDATION PLAN MARCH 19, 2008 locations and elevations to accommodate the work, without additional compensation for such change. 6. It shall be possible to drain the water from all sections of each sprinkler cold, and hot water piping system. Pitch piping back to drain valves. 7. Screwed piping of brass or chrome plated brass shall be made up with special care to avoid marring or damaging pipe and fitting exterior and interior surfaces. 8. Small fittings shall be screwed up close to the shoulders of male threads. Lampwick, cord, wool, or any other similar material shall not be used to make up thread joints. 9. Screwed pipe and copper tubing shall be reamed smooth before installation. 10. All exposed piping in connection with fixtures and where exposed on finished walls or to view, shall be chrome plated. Where chrome plated piping is installed, cut and thread pipe so that no un- plated pipe threads are visible when the work is completed. 11. Reducing fittings, unless otherwise approved in special cases, shall be provided in making reduction in size of pipe. Bushings will not be allowed unless specifically approved. 12. Remove and replace with new materials, any copper or brass piping (chrome plated or un- plated) and valves showing visible tool marks. 13. Vertical risers shall be firmly supported by riser clamps, properly installed to relieve all weight from the fittings. 14. Any piece of pipe six inches or less in length shall be considered a nipple. 15. All water service piping shall be kept a sufficient distance from other work to permit finished covering to be not less than 1 inch from other work. 16. The pipe and fittings shall be manufactured in the United States of America and in accordance with the Commercial Standards, American National Standards Institute and American Society of Testing Materials. B. Hanger Installation 1. All piping shall be supported from the building structure by means of approved hangers and supports, to maintain proper grading and pitching of lines, to prevent vibration and to secure piping in place, and shall be so arranged as to provide for expansion and contraction. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 34 FOUNDATION PLAN MARCH 19, 2008 2. Maximum spacing of hangers on runs of pipe (vertical and horizontal) having no concentration of weight shall be as follows: SCHEDULE MATERIAL Steel Copper PVC Pipe Size (Inches) Hanger Spacing in Feet/Pipe .50 6 6 3 .75 8 6 3 1.00 10 6 3 1.25 10 10 3 1.50 10 10 3 2.00 10 10 4 2.50 10 10 4 3.00 10 10 4 3.50 10 10 4 4.00 10 10 4 5.00 10 4 6.00 10 4 8.00 10 3. Maximum spacing of hangers on soil pipe shall be five feet or at each fitting on straight lengths to maximum of 10' and hangers shall be provided at either side of all changes in direction. Vertical Hanger rods to support piping from the structure or supplementary steel shall not exceed four feet in total length vertically, this Contractor shall provide factory fabricated channels and all associated accessories. 4. Friction clamps shall be installed at the base of the plumbing risers and at each floor (above or below floor slabs). Friction clamps installed above floor slabs shall not be supported from or rest on floor sleeves. 5. Provide hangers at a maximum distance of two feet from both sides of all changes in direction (horizontal and vertical), on both sides of concentrated loads (equipment) and at valves. 6. Hangers, in general, for all horizontal piping shall be A Band type hangers for piping up to 4" size and Clevis type for piping 5" and larger. These hangers shall be sized to fit the outside diameter of the pipe insulation protectors (sheet metal shields) specified herein. Gang type hangers may be used for supply piping up to FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 35 FOUNDATION PLAN MARCH 19, 2008 3" size where applicable and in conformance with manufacturer's recommendations. 7. All vertical drops and runouts including insulated pipes shall be supported by split ring hangers with extension rods and wall plates or stamped type up to 2" size only. 8. Provide on all horizontal insulated lines, pipe covering protectors (shields) at each hanger. Each protector shall be sized to fit the outside diameter of the Pipe insulation. 9. Lock nuts or retaining straps shall be provided with all beam clamps. 10. All supplementary steel including factory fabricated channels and associated accessories, including 12 inch long sheet metal shields, throughout both suspended and floor mounted shall be provided by this Contractor and shall be subject to the approval of the Architect. 11. Hangers shall not pierce the insulation on any insulated pipe except when prior approval is given. 12. Wire, tape or wood fastenings for shims or support of any pipe or tubing shall not be used. 13. Remove all rust from the ferrous hanger equipment (hangers, rods, and bolts) and apply one coat of red lead immediately after erection. 14. Piping at all equipment and each control valve shall be supported to prevent strains or distortions in the connected equipment and control valves. Piping and equipment shall be supported to allow for removal of equipment, valves and accessories with a minimum of dismantling and without requiring additional support after these items are removed. 15. All piping shall be independently supported from the building structure and not from the piping, ductwork, conduit or ceiling suspension systems of other systems. 16. Installation of hangers which permit wide lateral motion of any pipe will not be acceptable. 17. All hangers in contact with un- insulated piping shall be compatible with piping material. C. Pipe Covering Installation 1. Before pipe covering is applied, all pressure tests shall have been performed and approved. 2. Pipe covering shall be applied over clean, dry surfaces. 3. Pipe covering shall be continuous and shall be carefully fitted with side and end joints butted firmly and tightly together finished as specified herein. 4. Pipe covering and auxiliaries shall be kept dry during storage and application. 5. Adhesives, cements and coatings shall not be applied when the ambient temperature is below 40 degrees Fahrenheit. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 36 FOUNDATION PLAN MARCH 19, 2008 6. Valve bodies shall have covering applied up to the stem. 7. It is the intent of this Specification that all vapor barriers be sealed and be continuous throughout. Staples shall not be used on vapor barrier jackets. 8. Where pipe- covering ends occur at equipment or fixtures, end caps on the covering shall be provided. 9. Adequate operating clearances shall be provided at control mechanisms. 10. Pipe covering for flanges shall overlap the adjoining pipe by a minimum of three inches on each side. 11. Pipe covering shall be provided on all piping passing through ceilings and through the interior above ground sleeves (wall and floor). 12. All voids and or seams in insulation shall be filled with insulating cement and finished as specified herein. 13. In the event staples are used, they shall be coated with a vapor barrier mastic after insulation and taped. These staples shall not be visible on finished installation. 14. End joints of each section of the installed pipe covering shall be tightly butted. D. Installation of Sleeves, Inserts and Escutcheons 1. Sleeves in floors shall set one (1) inch above the finished floor surface or as indicated on the Architectural Drawings. 2. Sleeves through interior masonry or non - masonry walls or partitions shall be set flush with the finished surfaces of the wall or partition. 3. Field drilling for inserts required for work under this section of the specifications shall be provided by this Contractor. 4. Each interior wall or floor sleeve shall be firestopped to provide equivalent fire resistance to floor or wall penetration. 5. Escutcheons shall be installed around all exposed insulated or bare pipe, passing through a finished floor, wall or ceiling. Escutcheons shall fit snugly around the bare or insulated pipe. E. Valve Installation 1. Location of Valves: There shall be valves where indicated on the drawings and where specified as follows: a. At building service entrances, all supply risers, branches to groups of fixtures, wall hydrants, hose bibbs, connections to other systems and sectionalizing points in each system. b. Each fixture supply shall have a separate angle stop or straight stop finished like the pipe it services. c. At the low points of each water system including trapped sections, provide a tee with 1/2 inch branch and ball valve with 3/4 inch hose end vacuum breaker and attached chain with cap. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 PLUMBING 15400 - 37 FOUNDATION PLAN MARCH 19, 2008 d. Valves shall be located to permit easy operation, replacement or repairs. F. Installation of Gauges 1. Pressure gauges shall be installed in such a manner as to cause a minimum restriction to the flow in the pipe and so that they can be easily read from the floor. 2. Pressure gauges in the domestic water system shall be installed at outlet side of the water meter and reduced pressure backflow preventer and at inlet and outlet sides of pressure reducing valve station. FIDELITY INVESTMENTS - SEATTLE, WA 20080075.00 END OF SECTION PLUMBING 15400 - 38 FOUNDATION PLAN MARCH 19, 2008 July 22, 2008 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Josh Kimmel 11601 Wilshire Bl — 14th Floor Los Angeles, CA 90025 RE: CORRECTION LETTER #1 — Revision #1 Plumbing /Gas Piping Application Number PG08 -100 Fidelity Investor Center — 304 Strander Bl Dear Mr. Kimmel, This letter is to inform you of corrections that must be addressed before your revision to your plumbing permit 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 comment. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. 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) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. PG08 -100 P:\Pennit Center \Correction Letters \2008\PG08 -100 Con Ltr #1 to Rev #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: July 21, 2008 Project Name: Fidelity Investor Center Permit #: PG08 -100 Plan Review: Dave Larson, Senior Plans 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. Per the scope of changes noted on the revision submittal form, a dishwasher was eliminated. After comparing this revision to the original approved plans, I was unable to see where the dishwasher was to be located and then deleted as these plans do not include a fixture schedule. Comparing the two plans I also noted that a new 4 inch sanitary line up was added to the revision at grid 1.6 and B.4. Please clarify what fixtures will be served by each sanitary outlet and show where deletions and additions are to take place by clouding areas with added notes as necessary. 2. The page numbers of the proposed revision do not correspond with the original plans. If the page numbers are changed we could end up with two contradicting pages in the same set of approved plans. It is OK to add a page but when making changes to an existing page, the page number should stay the same and changes should be clouded or you could add a note that the page was changed entirely. 3. At grid 1.55 and B.3 you show a 3inch W & T. Is this a waste and trap or something else? It is not vented and would need a vent added under the slab if it is a waste and trap. 4. Are there any floor drains? If so, they may need trap primers. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -100 DATE: 11 -03 -08 PROJECT NAME: FIDELITY INVESTOR CENTER SITE ADDRESS: 304 STRANDER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: ,Q`0' Buitdin• ivis11 Public Works n Fire Prevention Structural n El Planning Division n Permit Coordinator DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: -04 -08 Complete Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 12 -02 -08 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -100 DATE: 06 -30 -08 PROJECT NAME: FIDELITY INVESTOR CENTER SITE ADDRESS: 304 STRANDER BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS; lonn� bs f Public Works Fire Prevention Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -03 -08 Complete Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -31 -08 Not Approved (attach comments) DATE: Permit Center Use Only �'j , CORRECTION LETTER MAILED: 1 '7 1pV Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PLANPREVIEW %ROUTING SLIP ACTIVITY NUMBER: PG08 -100 DATE: 04 -01 -08 PROJECT NAME: FIDELITY INVESTOR CENTER SITE ADDRESS: 304 STRANDER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: fl PN ublic Works Fire Prevention Structural Planning Division n Permit Coordinator n te DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04 -03 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: 4 DUE DATE: 05 -01 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: Fi de l �y t vvAstle, C eh r- PERMIT NO: -W9 0 9 - (O 0 SITE ADDRESS: 3O9 - }Minn 1% ORIGINAL ISSUE DATE: (Q- )-- & REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ct i4A--t- (1I �Li�kwas tic Summary of Revision: � f rpo-C et+mi "s q J c Received by: r9 ? N -- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: ease print City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1\ /3 /47 Plan Check/Permit Number: ?C' Og " 1 00 ❑ Response to Incomplete Letter # EA Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: F17012'7( rE �r + 11\1 Ni t-- Phone Number: Summary of Revision: e i .J t/`^C�l�i C C -) F' itv > CRY OF TUKWILA NOV 0 3 2008 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 — � 9 lapplications\forms- applications on line\revision submittal Created: 8 -13 -2004 P City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 /3g,lby Plan Cheek/Permit Number: PG 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # I3 Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /de Iii na95h. - Project Address: 3 o e-c 13 1 t Contact Person: f') rc-c 1' a (,' e,c.;.( Phone Number: %? ©2 —?1 Z 3 Summary of Revision: 'm1�'tf'±U- �Aarr,r�r� jug-3-0-206 PMIT CENTEP Sheet Number(s): Pl, J . e) f Pa 2 • z)© "42-4( P02. "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 lQ ` 10-0 K lapplicationslforms- applications on Iinelrevision submittal Created: 8 -13 -2004 Look Up a Contractor, Elect an or Plumber License Detail 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. License Information License BNBUII *990K3 Licensee Name B N BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602056687 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 2601 4TH AVE STE 350 Address 2 City SEATTLE County KING State WA Zip 98121 Phone 2067180960 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/23/2001 Expiration Date 9/12/2009 Suspend Date Separation Date Parent Company Previous License BASTINB0000J Next License PURODSI984JN Associated License Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD PRESIDENT 05/23/2001 Bond Amount NIELSEN, JEFF VICE PRESIDENT 05/23/2001 103355900 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled $12,000.00 09/06/2001 Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BNBUII *990K3 06/12/2008 DRAIN SCHEDULE TAG NO. TYPE MANUFACTURER MODEL NO. OUTLET STRAINER REMARKS RD -1 ROOF J.R. SMITH DRAIN 1010 —ERCY REFER TO DRAWINGS D°I. GRATE SECURED CAST IRON DOME EXTENSION, SUMP RECEIVOR, UNDER DECK CLAMP & NO HUB ADAPTOR OD -1 SAW.. FD -1 FD -2 ROOF DRAIN J.R. SMITH AdnikAilli. AIM. ... 1080Y —ERC —CID AIM. AM. A REFER TO DRAWINGS AIM. Alik AIM. D.I. GRATE Adlik Ail& AIM. SECURED CAST IRON DOME EXTENSION, SUMP RECEIVER, UNDER DECK CLAMP & NO HUB ADAPTER. PROVIDE POLISHED BRONZE DOWNSPOUT NOZZLE J.R. SMITH 1770 WITH BIRD SCREEN. .f. s.AMP) �► AMY. Allft. Ad011. Adak AM. AIM. A AIM. AIM. AIWA 2O05Y- 02 —P050 1530T 2" NICKEL BRONZE ANGLE GRATE PROVIDE DRAIN WITH TRAP PRIMER CONNECTION. PROVIDE TRAP PRIMER "PRECISION PLUMBING PRODUCTS INC.' MODEL #P2- 500. LOCATE TRAP PRIMER IN JANITOR'S CLOSET. FLOOR J.R. SMITH DRAIN SCUPPER DRAIN REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAILS. M:\2008\20080076 — Fidelity Seattle Base Building \Plumbing \20080076 P01.01 PLUMBING LEGEND, NOTES & SCHEDULES.dwc3 [30x42] October 29, 2008 — 12:50prn cbutts PIPING LEGEND — 120° - - -- ----- 120 ° - - - -- S s RL RL IW IW OD CW CW HW HWR 5 or W s or W V V RL RL IW IW OD COLD WATER COLD WATER BELOW SLAB HOT WATER HOT WATER RETURN SOIL OR WASTE ABOVE GROUND SOIL OR WASTE BELOW SLAB VENT ABOVE GROUND VENT BELOW SLAB RAIN LEADER ABOVE GROUND RAIN LEADER BELOW SLAB INDIRECT WASTE INDIRECT WASTE BELOW SLAB OVERFLOW DRAIN GENERAL NOTES 1. PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE PLUMBING AND GAS CODE INCLUDING ALL LOCAL AMENDMENTS, 2. OBTAIN ALL PERMITS AND PAY ALL FEES ASSOCIATED WITH THIS WORK PRIOR TO COMMENCEMENT, 3, PIPING AND EQUIPMENT IS SHOWN DIAGRAMMATICALLY. THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED IN THE FIELD. 4. IN ADDITION TO REVIEWING AND COORDINATING WITH THE OTHER TRADES (CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE PROTECTION, HVAC, AND ELELCTRICAL) THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH DETAILS OF CONSTRUCTION. 5. FURNISH AND INSTALL ALL NECESSARY PIPING, EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 6. PROVIDE ACCESSIBLE SHUTOFF VALVES ON ALL BRANCH PIPING AND ON ALL SUPPLY PIPING TO INDIVIDUAL FIXTURES AND EQUIPMENT. 7. PROVIDE ACCESS TO ALL EQUIPMENT REQUIRING PERIODIC SERVICE AND MAINTENANCE. 8. FURNISH ACCESS PANELS TO THE GENERAL CONTRACTOR FOR INSTALLATION UNDER THE RELATED TRADES. 9. PITCH ALL WATER LINES TO DRAIN. 10, INSTALL HORIZONTAL RUNS OF WATER PIPING AS HIGH AS POSSIBLE AND PROVIDE DRAIN —OFFS AT ALL LOW POINTS. 11, HOT WATER TAKEOFFS SHALL HAVE NOT LESS THAN THREE ELBOW SWINGS. 12, PROVIDE DRAIN VALVE ON HOUSE SIDE OF WATER METER. 13, PIPING SHALL RUN CONCEALED IN ALL AREAS WITH THE EXCEPTION OF MECHANICAL ROOMS, AREAS WHERE NO CEILING EXISTS OR WHERE NOTED ON THE PLANS, 14. INSTALL DIELECTRIC COUPLINGS BETWEEN DISSIMILAR MATERIALS. 15, PROVIDE DANDY CLEANOUTS AT THE BASE OF ALL SANITARY AND RAINWATER STACKS. 16. PROVIDE DRIP LEGS FOR ALL GAS RISERS, 17. AN AIR GAP OF AT LEAST TWICE THE EFFECTIVE DIAMETER OF THE DRAIN SERVED SHALL BE PROVIDED ON ALL EQUIPMENT DRAINS PIPED TO FLOOR DRAINS. 18. REQUIRED FIRE RESISTANCE RATING OF FLOORS, WALLS AND CEILINGS SHALL BE MAINTAINED WHEN PIPE PENETRATIONS ARE MADE. 19, REFER TO RISER DIAGRAMS AND DETAILS FOR PIPE AND EQUIPMENT SIZES NOT SHOWN ON THE PLANS, 20. ALL WORK SHOWN ON RISER DIAGRAMS BUT NOT ON PLANS OR VICE VERSA SHALL BE INCLUDED AS IF SHOWN ON BOTH. 21. SEE SPECIFICATIONS FOR OTHER REQUIREMENTS. VALVE LEGEND Z NC G4 BALL VALVE GATE VALVE GATE VALVE (NORMALLY CLOSED) OS &Y OUTSIDE SCREW AND YOKE VALVE BALANCING VALVE, MEMORY STOP AND CHECK VALVE BFP BACK FLOW PREVENTER CHECK VALVE BALANCING VALVE ANGLE VALVE T &P TEMPERATURE AND PRESSURE RELIEF VALVE VACUUM RELIEF VALVE AQUASTAT THERMOMETER PRV PRESSURE REDUCING /REGULATING VALVE PG PRESSURE GAUGE DESIGNATION INDICATOR DETAIL DESIGNATION NUMBER DETAIL DESIGNATION DRAWING RISER SERVICE DESIGNATION RISER NUMBER DESIGNATION RISER DESIGNATION DRAWING SECTION DESIGNATION LETTER SECTION DESIGNATION DRAWING GENERAL Do 0 Ezi 11 0 FM - -1 HB I WH 0 FD RD TD OD CO FCO GCO HB WH VIV WHA /SH CTE ETR ETBR HC FLOOR DRAIN ROOF DRAIN TRENCH DRAIN OVERFLOW DRAIN CLEANOUT FLOOR CLEANOUT GRADE CLEANOUT P —TRAP ELBOW UP OR RISE ELBOW DOWN OR DROP CAP OR END OF PIPE HOSE BIBB WALL HYDRANT TEE LOOKING DOWN TEE LOOKING UP UNION VALVE IN VERTICAL STRAINER WATER HAMMER ARRESTOR /SHOCK ABSORBER CONNECT TO EXISTING EXISTING TO REMAIN EXISTING TO BE REMOVED FLOW IN DIRECTION OF ARROW DIRECTION OF SLOPE PIPE GUIDE HANDICAPPED ACCESSIBLE KEY NOTE DESIGNATION IN —LINE FILTER FLOW METER LIMIT OF WORK ABBREVIATIONS ACT AFF AFC AP ARCH BT BLDG CI CLG CLDI CP CO CONC CW CTE CONTR CONT DCVA DIA DWG DF DN EC EWC EL /ELEV. EX FFE FLR FCO FP FS FT GC HC HW HWR ID INV IW LPC MECH MSB NC NO NTS NIC OED PC PLBG RPBP SA SH SK SS SPEC ST. ST. TYP U V VB VS VTR W WC ACOUSTICAL TILE ABOVE FINISH FLOOR ABOVE FINISH GRADE ACCESS PANEL ARCHITECT BATH TUB BUILDING CAST IRON CEILING CEMENT LINED DUCTILE IRON CHROME PLATED CLEANOUT CONCRETE COLD WATER CONNECT TO EXISTING CONTRACTOR CONTINUATION DOUBLE CHECK VALVE ASSEMBLY DIAMETER DRAWING DRINKING FOUNTAIN — FIXTURE IDENTIFICATION DOWN ELECTRICAL CONTRACTOR ELECTRIC WATER COOLER— FIXTURE IDENTIFICATION ELEVATION EXISTING FINISH FLOOR ELEVATION FIXTURE NUMBER FLOOR FLOOR CLEANOUT FIRE PROTECTION FLOW SWITCH FOOT GENERAL CONTRACTOR HANDICAPPED HOT WATER HOT WATER RETURN INSIDE DIAMETER INVERT INDIRECT WASTE LIMIT OF PLUMBING CONTRACTOR MECHANICAL MOP SERVICE BASIN — FIXTURE IDENTIFICATION NORMALLY CLOSED NORMALLY OPEN NOT TO SCALE NOT IN CONTRACT OPEN END DRAIN PLUMBING CONTRACTOR PLUMBING REDUCED PRESSURE BACKFLOW PREVENTER SHOCK ABSORBER SHOWER— FIXTURE IDENTIFICATION SINK — FIXTURE IDENTIFICATION SOIL STACK SPECIFICATION STAINLESS STEEL TYPICAL URINAL — FIXTURE IDENTIFICATION VENT VACUUM BREAKER VENT STACK VENT THRU ROOF WASTE WATER CLOSET— FIXTURE IDENTIFICATION REVISIONS , No changes ' � oi work o,�r�or���� �� Tukwila Building Division. i of NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT RE t UIRED FOR: echanicaf J Electrical 2 /Plumbing Gas Piping City of Tukwila BUILDING DIVISION ReykWbu WR CODE COMPLIANCE APPROVED OV 0 20 i� FILE COPY Pelt N4i. Pk-v/ -Go) htir Pier review app is subject to errors and omissions. Approval of consbuctIon dOcoments does not authorize the violation of any adopted c or ordinance. Receipt of approved FIeid comitIons 1s adaiowtcl dget By City of Tukwila BUILDING DIVISION co. -nowt LTRik- -Fo BEV1iLON N aiL X668 I Do Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS 1 A Issue Date & Issue Description By Check -- 1 06/02/08 RAE TJG ISSUE FOR CONSTRUCTION A 02 06/16/08 RAE ADDENDUM 1: BID CLARIACAIION /- 03 07/01/08 RAE ADDENDUM 2 Seal /Signature Project Name Project Number 20080076 1 CAD File Name 20080076201.01 I Description NTS Q2006 Gensler Fide /it NVESTMEiVTS Fidelity Investor Center — SEATTLE BRANCH PLUMBING LEGEND, NOTES AND SCHEDULES Scale P01.01 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 -345 -9885 F 617- 345 -4226 W www.rdkengineers.com TJG TJG RECEIVED NOV 03 2008 PERMIT CENTER M: \2008 \20080076 — Fidelity Seattle E3ase Building \Plurnbing \20080076 P02.00 PLUMB PLAN UNDERGROUND.dwg [30x42] October 29, 2008 — 12:54prn ebutts 4" RL FOR CONTINUATION REFER TO SITE UTILITY DRAWING TERMINATE FIRE SERVICE WITH 6" BLIND FLANGE CONNECTION. 4" S UP 3" W &T 2" V UP 1 1 11 3 "\ FCO 4" CwuP Cw UP 5 , -0 " 6" FIRE SERVICE. FOR CONTINUATION REFER TO SITE UTILITY PLAN 2" DOMESTIC WATER SERVICE. FOR CONTINUATION REFER TO SITE UTILITY PLAN 4" FCO IZ 5' —Q" I 5' -0" 5" RAIN LEADER. FOR CONTINUATION REFER TO SITE UTILITY PLAN. 4" SANITARY. FOR CONTINUATION REFER TO SITE UTILITY PLAN. Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue Date & Issue Description By Check w- 1 06/02/08 RAE TJG ISSUE FOR CONSTRUCTION 02 06 16 08 RAE TJG ADDENDUM 1: BID CLARIFICATION 03 07/01/08 RAE TJG ADDENDUM 2 Project Name Fidelity Investor Center — SEATTLE BRANCH 20080076202.00 Description PLUMBING PLAN UNDERGROUND 0 2' 4' 8' 16' RE,CEIVE P02.00 NOV 03 2008 PERMIT L :.N 02006 Gensler 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard ID. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 -9885 F 617 - 345 -4226 W www.rdkengineers.com KEY NOTES SHEET NOTES 1. REFER TO DRAWING P01.01 FOR PLUMBING LEGEND AND 0 S. 0 A' I C 1L r' 1 0` •L r1 OF PLUMBING PENETRATION THROUGH SLAB. +0 3 � E N PG R �t t 9 (0 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 10 2008 City Of Tukwila J 4 . CORRECTION LTR #. .M. Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 -345 -9885 F 617 -345 -4226 W www.rdkengineers.com Issue Date & Issue Description 1 06/02/08 RAE ISSUE FOR CONSTRUCTION 02 06/16/08 RAE ADDENDUM 1: BID CLARIFICATION 03 07/01/08 RAE ADDENDUM 2 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 By Check TJG TJG TJG '4 CW DROP TO WALL HYDRANT ) •• CW DROP M: \2008 \20080076 — Fidelity Seattle Base Building \Plurnbing \20080076 P02.01 PLUMB PLAN 1ST FLOOR.dwg [30x42] October 29, 2008 — 12:50prn cbutts (2) 4" RL UP (2) 2" V DN CW .... DN Y2 " CWDN FCO 0 WH 2" WATER METER PROVIDED BY WATER COMPANY PROVIDE 1 X" WATER CONNECTION FOR IRRIGATION. 1" ' CW CAPPED CONNECTION 4 " OD UP 6" OVER FLOW DRAIN TO TERMINATE 18" ABOVE FINISHED GRADE Y CW DN CW DROP TO WALL HYDRANT 6" OVER FLOW DRAIN TO TERMINATE 18" ABOVE FINISHED GRADE KEY NOTES R CODE REVIEWED APPROVED Nov 10 2008 City Of Tukwila DIVISION BUILD' � , DM SHEET NOTES 1. REFER TO DRAWING P01.O1 FOR PLUMBING LEGEND, NOTES AND SCHEDULES. CORRECTION LTR#A___ 40 REM N v'„ FGOB-- too Seal /Signature 1 Project Name Fidelity Investor Center — SEATTLE BRANCH 1 Project Number 20080076 CAD File Name 20080076202.01 Description PLUMBING PLAN FIRST FLOOR Scale 1/8' 1' -0" 0 2' 4' 8' 16' P02.01 Q2006 Gensler RECENT NT .NOV 03 2008 PERMIT (.ThN I, M: \2008 \20080076 — Fidelity Seattle as Building \Plumbing \20080076 P02.R PLUMB ROOF PLAN.dwg [30x42] October 29, 2008 — 12:50prn cbutts MIN SLOPE OF ROOF BELOW 1/4":1' MIN SLOPE OF ROOF BELOW I_I❑ ❑ ❑CJ� r CI ❑ Cl I LIME OF BUILDING BELOW MIN SLOPE OF ROOF BELOW OPENING IN SC :EE\1 \ 1/4":1' MIN SLOPE OF ROOF BELOW v1ECHANICAL KEY NOTES RE R itVVttJ ft)K CODE COMPLIANCE APPROVED NOV 10 2008 ' City Of Tukwila ILDIN DIVISIO SHEET NOTES 1. REFER TO DRAWING P01.01 FOR PLUMBING LEGEND, NOTES AND SCHEDULES. C OR RE QQNN TR. fl _ -- 40 ISIO *NO 8.-% I o IINVESTMEIIITS Seattle Branch 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS A Issue Date & Issue Description 01 06/02/08 RAE ISSUE FOR CONSTRUCTION 02 06/16/08 RAE ADDENDUM 1: BID CLARIFICATION I 03 07/01/08 RAE ADDENDUM 2 Seal /Signature 1 Project Name Fidelity Investor Center — SEATTLE BRANCH I Project Number 20080076 I CAD File Name 20080076302,8 I Description PLUMBING ROOF PLAN !Scale 1 /8'= 1' - 0 2' 4' 8' 16' POZR Q2006 Gensler 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02 21 0 -1 964 T 617 - 345 -9885 F 617-345-4226 W www.rdkengineers.com By Check TJG TJG TJG RECEW NOV 03 20i1ft PERMIT t :k - -- 120° 120 ° - -2 5 RL RL IW IW OD CW CW HW HWR S or W S or W V V RL RL IW IW OD M: \2008 \20080375— Fidelity Seattle, WA \Plumbing \FOUNDATION PLANS \20080075 U— P01.01 PLUMBING LEGEND, NOTES & SCHEDULES.dwg [3Ox42] March 18, 2— 2:38pm cbutts PIPING LEGEND COLD WATER COLD WATER BELOW SLAB HOT WATER HOT WATER RETURN SOIL OR WASTE ABOVE GROUND SOIL OR WASTE BELOW SLAB VENT ABOVE GROUND VENT BELOW SLAB RAIN LEADER ABOVE GROUND RAIN LEADER BELOW SLAB INDIRECT WASTE INDIRECT WASTE BELOW SLAB OVERFLOW DRAIN GENERAL NOTES 1. PLUMBING WORK SHALL BE DOE IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE PLUMBING AND GAS CODE INCLUDING ALL LOCAL AMENDMITS, 2. OBTAIN ALL PERMITS AND PAY _L FEES ASSOCIATED WITH THIS WORK PRIOR TO COMMENCEMENT. 3. PIPING AND EQUIPMENT IS SHCN DIAGRAMMATICALLY. THE ACTUAL ROUTING OF PIPING AND EXACT LOCATION OF EQUIPMENT SHALL BE DETERMINED IN THE IELD. 4. IN ADDITION TO REVIEWING ANCOORDINATING WITH THE OTHER TRADES (CIVIL, STRUCTURAL, ARCHITECTURAL, FIRE PROTECTION, HVAC, AND ELELCTRICAL) THE 4NTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH DETAILS OF CONSTRUCTION. 5. FURNISH AND INSTALL ALL NEGSARY PIPING, EQUIPMENT SUPPORTS AND ANY EQUIPMENT NOT SHOWN ON DRAWINGS OR CALLED FOR IN THE SPECICATIONS BUT NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 6. PROVIDE ACCESSIBLE SHUTOFF ILVES ON ALL BRANCH PIPING AND ON ALL SUPPLY PIPING TO INDIVIDUAL FIXTURES AND EQUIPMENT, 7. PROVIDE ACCESS TO ALL EQUIPINT REQUIRING PERIODIC SERVICE AND MAINTENANCE. 8. FURNISH ACCESS PANELS TO TFh GENERAL CONTRACTOR FOR INSTALLATION UNDER THE RELATED TRADES. 9. PITCH ALL WATER LINES TO DRA 10. INSTALL HORIZONTAL RUNS OF VIER PIPING AS HIGH AS POSSIBLE AND PROVIDE DRAIN -OFFS AT ALL LOW POINTS. 11. HOT WATER TAKEOFFS SHALL FIE NOT LESS THAN THREE ELBOW SWINGS. 12, PROVIDE DRAIN VALVE ON HOU SIDE OF WATER METER. 13. PIPING SHALL RUN CONCEALED) ALL AREAS WITH THE EXCEPTION OF MECHANICAL ROOMS, AREAS WHERE NO CEILING EXISTS OR WHERE NOTED ON THE PL6. 14. INSTALL DIELECTRIC COUPLINGSETWEEN DISSIMILAR MATERIALS. 15. PROVIDE DANDY CLEANOUTS ATHE BASE OF ALL SANITARY AND RAINWATER STACKS. 16. PROVIDE DRIP LEGS FOR ALL 6 RISERS. 17. AN AIR GAP OF AT LEAST TWICTHE EFFECTIVE DIAMETER OF THE DRAIN SERVED SHALL BE PROVIDED ON ALL EQUIPMENT DRAINS PIPED TO FLOOR DRAII 18. REQUIRED FIRE RESISTANCE RAG OF FLOORS, WALLS AND CEILINGS SHALL BE MAINTAINED WHEN PIPE PENETRATIONS ARE MADE. 19. REFER TO RISER DIAGRAMS ANDETAILS FOR PIPE AND EQUIPMENT SIZES NOT SHOWN ON THE PLANS. 20. ALL WORK SHOWN ON RISER GRAMS BUT NOT ON PLANS OR VICE VERSA SHALL BE INCLUDED AS IF SHOWN ON BOTH. 21. SEE SPECIFICATIONS FOR OTHEREQUIREMENTS. VALVE LEGEND BFP 9 BALL VALVE GATE VALVE GATE VALVE (NORMALLY CLOSED) OS &Y OUTSIDE SCREW AND YOKE VALVE BALANCING VALVE, MEMORY STOP AND CHECK VALVE BACK FLOW PREVENTER CHECK VALVE BALANCING VALVE ANGLE VALVE T &P TEMPERATURE AND PRESSURE RELIEF VALVE VACUUM RELIEF VALVE AQUASTAT THERMOMETER PRV PRESSURE REDUCING /REGULATING VALVE PG PRESSURE GAUGE P -1 DESIGNATION INDICATOR DETAIL DESIGNATION NUMBER DETAIL DESIGNATION DRAWING RISER SERVICE DESIGNATION RISER NUMBER DESIGNATION RISER DESIGNATION DRAWING SECTION DESIGNATION LETTER SECTION DESIGNATION DRAWING GENERAL 0 0 Do HB 11 1 ///4 • FM { I WH Or— O FD RD TD OD CO FCO GCO HB WH VIV WHA /SH CTE ETR AAA- ETBR HC FLOOR DRAIN ROOF DRAIN TRENCH DRAIN OVERFLOW DRAIN CLEANOUT FLOOR CLEANOUT GRADE CLEANOUT P -TRAP ELBOW UP OR RISE ELBOW DOWN OR DROP CAP OR END OF PIPE HOSE BIBB WALL HYDRANT TEE LOOKING DOWN TEE LOOKING UP UNION VALVE IN VERTICAL STRAINER WATER HAMMER ARRESTOR /SHOCK ABSORBER CONNECT TO EXISTING EXISTING TO REMAIN EXISTING TO BE REMOVED FLOW IN DIRECTION OF ARROW DIRECTION OF SLOPE PIPE GUIDE HANDICAPPED ACCESSIBLE KEY NOTE DESIGNATION IN -LINE FILTER FLOW METER LIMIT OF WORK ACT AFF AFG AP ARCH BT BLDG CI CLG CLDI CP CO CONC CW CTE CONTR CONT DCVA DIA DWG DF DN EC EWC EL /ELEV. EX FFE FLR FCC FP FS FT GC HC HW HWR ID INV IW LPC MECH MSB NC NO NTS NIC OED PC PLBG RPBP SA SH SK SS SPEC ST.ST. TYP U V VB VS VTR W WC ACOUSTICAL TILE ABOVE FINISH FLOOR ABOVE FINISH GRADE ACCESS PANEL ARCHITECT BATH TUB BUILDING CAST IRON CEILING CEMENT LINED DUCTILE IRON CHROME PLATED CLEANOUT CONCRETE COLD WATER CONNECT TO EXISTING CONTRACTOR CONTINUATION DOUBLE CHECK VALVE ASSEMBLY DIAMETER DRAWING DRINKING FOUNTAIN- FIXTURE IDENTIFICATION DOWN ELECTRICAL CONTRACTOR ELECTRIC WATER COOLER - FIXTURE IDENTIFICATION ELEVATION EXISTING FINISH FLOOR ELEVATION FIXTURE NUMBER FLOOR FLOOR CLEANOUT FIRE PROTECTION FLOW SWITCH FOOT GENERAL CONTRACTOR HANDICAPPED HOT WATER HOT WATER RETURN INSIDE DIAMETER INVERT INDIRECT WASTE LIMIT OF PLUMBING CONTRACTOR MECHANICAL MOP SERVICE BASIN- FIXTURE IDENTIFICATION NORMALLY CLOSED NORMALLY OPEN NOT TO SCALE NOT IN CONTRACT OPEN END DRAIN PLUMBING CONTRACTOR PLUMBING REDUCED PRESSURE BACKFLOW PREVENTER SHOCK ABSORBER SHOWER - FIXTURE IDENTIFICATION SINK - FIXTURE IDENTIFICATION SOIL STACK SPECIFICATION STAINLESS STEEL TYPICAL URINAL - FIXTURE IDENTIFICATION VENT VACUUM BREAKER VENT STACK VENT THRU ROOF WASTE WATER CLOSET- FIXTURE IDENTIFICATION ABBREVIATIONS SEPARATE PERMIT REQUIRED FOR IVMachanjcal g Electrical 0 Plumbing 0 Gas Piping City of Tukwila i 1_Fll f>#TdG DIVISION By REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees j ate: 6 R E COPY Permit No. Plar review approval is subject to errors and emissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop and conditions is acknowledged: City of Tukwila BUILDING DIVISION ?Go8 ioo " — REVIEWED FOR CODE COMPLIANCE APPROVED JUN - 4 2008 Cit Of ukwila B ., ILD ` G DIVI I 00 Seattle Branch. 304 Strander Blvd. Seattle, WA 98188 Gensler ENGINEERS IA -- 01 Seal /Signature 1 Project Name Project Number 20080075 CAD File Name Description NTS ©2006 Gensler 1IVVESTMEIVTS By Check 03/19/08 ADH JAL FOUNDATION PERMIT SET Issue Date & Issue Description Fidelity Investor Center — SEATTLE BRANCH 2008007511—P01.01 PLUMBING LEGEND, NOTES AND SCHEDULES Scale u-Po1 .01 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617 - 345 — F 617 - 345 -4226 9885 W www.rdkengineers.com RECEIVED APR 01 2008 PERMIT CENTER M: \2008 \20080075— Fidelity Seattle, WA \Plumbing \FOUNDATION PLANS \20080075 U— P02.01 UNDERGROUND PLUMB PLAN.dwg [30x42] March 18, 2008 — 2:38pm cbutts TERMINATE FIRE SERVICE WITH 6" BLIND FLANGE CONNECTION. )" CW UP kz' y CW UP 6" FIRE SERVICE. FOR CONTINUATION REFER TO SITE UTILITY PLAN 2" DOMESTIC WATER SERVICE. FOR CONTINUATION REFER TO SITE UTILITY PLAN it 0 1 5" RAIN LEADER. FOR CONTINUATION REFER TO SITE UTILITY PLAN. 4" SANITARY. FOR CONTINUATION REFER TO SITE UTILITY PLAN. KEY NOTES SHEET NOTES 1. REFER TO DRAWING P01.01 FOR PLUMBING LEGEND AND NOTES. fOR CODE APPROV Ju N - 4 1.0011 City O fUlkuNila ?GOB-- (00 Seattle Branch 304 Strander Blvd. Seattle WA 98188 Gensler ENGINEERS l Seal /Signature Project Name Fidelity Investor Center — SEATTLE BRANCH 1 Project Number 20080075 CAD File Name 20080075_U— P02.01 I Description UUNDERGROUND PLUMBING PLAN Scale Q2006 Gensler Fidelity zntwriEsrmEntirs Issue Date & Issue Description By 01 03/19/08 ADH FOUNDATION PERMIT SET _exPjFralZ-- -UT 1/8 1 0 2' 4 8' 16' U - P02.0'1 133 Federal Street 5th Floor Boston MA 02110 Telephone 617.292.4400 Facsimile 617.292.4401 Richard D. Kimball Company, Inc Seaport Center 70 Fargo Street Suite 801 Boston, MA 02210 -1964 T 617- 345 -9885 F 617- 345 -4226 W www.rdkengineers.com Check JAL RECEIVIPr APR 012008 PERMIT CEN rE