Loading...
HomeMy WebLinkAboutPermit PG12-095 - BEVERAGES & MOREBEVERAGES & MORE 17197 SOIJTHCENTER PY PG1 2-095 City oiifukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 2623049069 Address: 17197 SOUTHCENTER PY TUKW Project Name: BEVERAGES & MORE Permit Number: PG 12 -095 Issue Date: 08/02/2012 Permit Expires On: 01/29/2013 Owner: Name: CENTER PL SHOPPING CTR LLC Address: C/0 THOMSON REUTERS PTS , 2235 FARADAY AVE SUITE 0 92008 Contact Person: Name: JERRY VEILUVA Address: 1250 45 ST, SUITE 340 , EMERYVILLE CA 94608 Email: JERRY @HAYASHIDA - ARCHITECTS.COM Phone: 510- 428 -2491 Contractor: Name: M & S PLUMBING INC Phone: (623)271 -9249 Address: 16334 W LOWER BUCKEYE RD , GOODYEAR AZ 95338 Contractor License No: MSPLUSP884KJ Expiration Date: 05/11/2014 DESCRIPTION OF WORK: ALL NEW PLUMBING FIXTURES AND ELECTRIC WATER HEATER PER DRAWINGS P0.1 THRU P6.1 Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: $27,500.00 $274.31 Permit Center Authorized Signature: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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 and agree to the conditions on the back of this permit, Signature: Print Name: Date: /2. y(/ 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 -4/10 PG12 -095 Printed: 08 -02 -2012 PERMIT CONDITIONS Permit No. PG 12 -095 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. doc: UPC -4/10 PG12 -095 Printed: 08 -02 -2012 Site Address: Tenant Name: CITY OF TUKW'""`1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/iwww.TukwilaWA.2ov PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: PROPERTY; Name: �101J� W -re 4 PgDPs - 1 +S Address: ������ ���� City: Sate `�l�Gr� rn 'ra Suite Number: Floor: New Tenant: pg( Yes ❑ .. No �.-., xe� � .�3AW 3., 1C ACT SO person r tvi all prc Name: j , /� 5* P K I/ !� Address/ 125-0 ,r5 5� 5�"� ?kP ,(p, city:1�1,�l,� U , ) i � 1 7 Stag. „ `I ' l• "" eL/ w ep— �j (.2 I Phoney: Faxx: � D -�-� -ter ( ��D -¢�i- ,�1�a,,�/ � p Email: xj D_1.-421., .t7 t'f 14714 .111_i �' I�f ��tt Suite Number: Floor: New Tenant: pg( Yes ❑ .. No �.-., xe� � .�3AW 3., si`.x. °�r} �t �5 �B �•r.a^.ss i ��� Company Name: % f, �A.' V , /" Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 171 n" Scope of Work (please provide detailed information): pi 4.1 7 v Building Use (per Int'I Building Code): Occupancy (per Int'l Building Code): riff Utility Purveyor: Water: H. lApplications \Forms - Applications On Revised August 2011 bh ne \201 1 Applications\Plumbing Permit Application Revi d 8 -9 -11 docx Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/oriwks piping outlets being installed and the quantitt""""' ow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Each additional medical gas inlets /outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 2 Lavatory 2 Urinal 2 Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow _protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). [ 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 111R AUTHORIZED AG Signature: Print Name: �� C ,�( A /S-774 Mailing Address: H2O (j 7' L v 1.1 plicatinnsWForms- Applications On Line\2011 Applications\Piumbing Permit Application Revised 8 -9 -11. don* Revised August 2011 bh Date: 5. 11 • /2_ Day Telephone: 7hi ' 7j-f/ L ��/U�C C� q b City State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049069 Permit Number: PG 12 -095 Address: 17197 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 05/11/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -02270 Payment Amount: $219.45 Initials: WER Payment Date: 08/02/2012 02:07 PM User ID: 1655 Balance: $0.00 Payee: TERRA NOVA INDUCTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 151508 219.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 219.45 Total: $219.45 doc: Receiot -06 Printed: 08 -02 -2012 • 1 City of Tukwila Departmnent of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049069 Permit Number: PG12 -095 Address: 17197 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/11/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -01564 Initials: User ID: WER 1655 Payment Amount: $54.86 Payment Date: 05/11/2012 12:35 PM Balance: $219.45 Payee: GERALD VEILUVA (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 33922Z ACCOUNT ITEM LIST: Description 54.86 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 54.86 Total: $54.86 doc: Receiot -06 Printed: 05 -11 -2012 5 *INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: .., pe,, ,,-,,, f ° .,,, lc( t==' / r► /-01 Address: 1-7 1 `7 N; -P4 Date Called: Special Instructions: Date Wanted:. (a.m: Requester: Phone No: ( OZ—S. 7 -D t ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: .., pe,, ,,-,,, f ° .,,, lc( t==' / r► /-01 ( Inspec r :1 EINSPECTION FEE REQUIRED. Prior to fi pa }d at 6300 Southcenter Blvd., Suite 100. Date: —/ ext inspection. fee must be Call to schedule reinspection. j' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. G° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection. Request. Line (206) 431 -2451 P L2 -0 Project: Type of Inspection: ILI, �( t • . Address: Date Called: I ` Special Instructions: ,- �� i` --, Bate Wanted:. [-r'"( 3 ''f '-a:m.. p.m. Requester: Phone No: roved pekappli cble codes Corrections required prior to approval. v 11A/A- COMMENTS: /, 1 fie\ c ( 6 +-11— �( t • . t S A I ` e 1 A j ft i i 1 It 11 Inspectok: ^_ „ �J f \t Date: G REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. /' CITY OF TUKWILA BUILDING DIVISION (� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 irL (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 p‘ a -o5 P 'ect: LPJ Oh s 02 a K-- AZ_S- ( 3 t-te-A 1 .---li c,J:' t( Type'of Inspection: 14-6 u 6 (1- Y ) Ro Ak.8 Address: r { q q 1 �L ���c �. Da4ii lo• : s� �,r vJ 1�,O Special Instructions: . 6V- t 2S, A, &we/ 5 0 A Date Wanted:. _ 0" ,a.m. _ (�- p.m. Requester: Phoqls. —2 00 ---3-1 Ei. 0 Approved per applicable codes. ElCorrections required prior to approval. i? COMMENTS: %A. f a K-- AZ_S- ( 3 t-te-A 1 .---li c,J:' t( AIL fe_`C - --- - A 0,-lee_A 1-13 6.04. r f3 PTV- V- ) -; fo t#-c &'A-S ll -7 1 ( l_( 0ji-$ (Z c_f Ac4 J L 6V- t 2S, A, &we/ 5 0 A �- fed D R s', We-' .R. 1' Inspectors REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. • PEW CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -095 DATE: 05 -11 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MENTS: uilding Divisjon Public Wor<s Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-15-12 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 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 06-12-12 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 km King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential A, Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 900rwaNiv2 P roperty Street Address ^ o m,fiA City�J� %�i �j /�� �� /1�State Z /IP a/J y ei Y► gZ 5 p el* /(/4a-- !mil' V& !44/ Owner's Name For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) Subdivision Name Lot # Subdiv. # Block # Building Name (i1 t-or Owner's Phone Number (w' h Area ode) (Z ) - 550 Property Contact Phone Number (with Area Code) Owner's Mailing Address / /'455 vU cga��T� i7 City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 1 U Drinking fountain (each head) 1 .5 / Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 4. �7 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 4i (1.,_ Sink, other (service) 3 1.5 r ` Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 '- (r(� Water closet, tank or valve, >1.6 GPF 8 4 ( Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B ,gip RCE RECEIVED MAY 112012 RCE pF RMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future illings can be prepaid at a discounted amount. Questions regarding the capacity charge orttis form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of rrected data for termination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) Date White — Kino County Yellow — Local Sewer Aoencv Pink — Sewer Customer Contractors or Tradespeople PFriendly Page • 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company M & 5 PLUMBING LLC 6232719249 16334 W Lower Buckeye Rd Goodyear AZ 85338 Out Of State Limited Liability Company UBI No. 603195845 Status Active License No. MSPLUSP884KJ License Type Construction Contractor Effective Date 5/11/2012 Expiration Date 5/11/2014 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date MYERS, REBECCA GERMAN Partner /Member 05/11/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 State Farm Fire & Cas Co 98BFQ9103 04/24/2012 Until Cancelled $12,000.00 05/11/2012 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 United Contractors Ins Co Inc G LWA200015 04/27/2012 04/27/2013 $1,000,000.00 05/11/2012 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 08/02/2012 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION OUGH R REMARKS W HW F.U. 75% OF CW F.U. CW HW GAS MS -1 MOP SINK 3" 2" 3/4" _ 3/4" - FLORESTONE; MODEL: MSR -2424 MOLDED MOP RECEPTOR, 24 "X24 "X10 "H. "CHICAGO FAUCET" #897 -RCF, ROUGH CHROME PLATED SOLID CAST BRASS CONSTUCTION. ATMOSPHERIC VACUUM BREAKER SPOUT WITH PAIL HOOK, WALL BRACE, 3/4" MALE GARDEN HOSE THREAD OUTLET, 2 -3/8" METAL LEVER HANDLES WITH HEIGHT POINT TAPERED BROACH AND SECURED COLOR CODED INDEX BUTTONS. INLET SUPPLY ARMS WITH ADJUSTABLE CENTERS FROM 7 -5/8" - 8 -3/8 ". 1 S -1 HAND SINK 2" 1-1/2" 1/2" 1/2" - ADVANCE TABCO, MODEL# 7- PS -EC; 10 "X14 "X5 "D; WALL MOUNTED, HEAVY GAUGE TYPE 304 STAINLESS STEEL; HAND SINK WITH FAUCET SET. NOTE: SINK SIZE, CONTROLS AND INSTALLATION SHALL CONFORM TO ACCESIBILITY REQUIREMENTS PER CBC SEC. 11158.2.1.6.2 AND FIG. 11B-1D. 1 S -2 3 COMPARTMENT SINK 3" 2" 1/2" 1/2" - KROWNE MODEL# KHOB -8102; /2 "' LENGTH X 21" WIDE; BOWL SILL 18 "X12". FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W/1/2" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. NOZZLE: T &S MODEL#062X; 12 SWING NOZZLE S -3 S -3 3 COMPARTMENT BAR SINK 3" 2" 1/2" 1/2" - KROWNE MODEL# KROB -8001; 60" LENGTH, BOWL SIZE 10"X14 "X10 ", 12" LEFT AND RIGHT DRAIN BOARDS. FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W/" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. NOZZLE: T &S MODEL #062X; 12 SWING NOZZLE HOT WATER DEMAND (GPH) = USAGE FACTOR = TOTAL HOT WATER DEMAND (GPH) = TEMPERATURE RISE ( T ) = 97.2 GPH X 8.34LB /GAL. X 60T ELECTRICAL INPUT: EWH -1 ELECTRIC WATER HEATER 1 "DRAIN - 3 4" / 3 4" / - A.O. SMITH, MODEL DSE- 30 -18, 18KW, RECOVERY RATE 105 GPH AT 70'F TEMP. RISE; 30 GAL TANK STORAGE CAPACITY, INSULATED & LINED. 208V- 3PH -60HZ. PROVIDE SEISMIC STRAPS. 3 HWRCP -1 HOT WATER RETURN CIRCULATING PUMP _ _ 3/4,, _ - GRUNDFOS UP15- 10B7 /T; 5 GPM AT 2.5 FTHD, 115V/0.55 AMPS /60WATTS, 1/25 HP, WITH TIME CLOCK, COORDINATE TIME SCHEDULING WITH THE OWNER. - FS -1 FLOOR SINK 3" 2" - - - ZURN, MODEL # Z1901- KC- 23( -2) FLOOR SINK W /A.R.E. INTERIOR & DOMES, DOUBLE DRAINAGE FLGE. W/ 1/2 GRATES. REMOVABLE BASKET. RED WCO -1 WALL CLEANOUT VERIFY - - - - ZURN, MODEL # Z1468, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME WCO FCO -1 FLOOR CLEANOUT VERIFY - - - - ZURN, MODEL # Z1400, FLOOR CLEANOUT WITH WATER - GAS TIGHT ABS THREADED PLUG, ROUND STAINLESS STEEL ACCESS COVER. BG WHA -1 WATER HAMMER ARRESTER - - 3/4" - - J.R.SMITH, MODEL #4031L-F, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME NTS ET -1 EXPANSION TANK - - 3/4" - - AMTROL, MODEL # ST -5, 2.0 GALLONS, STEEL SHELL, POLYPROPYLENE LINER, BUTYL DIAPHRAGM, FACTORY PRECHARGE AT 40 PSIG, MAXIMUM OPERATING TEMPERATURE = 200'F, MAXIMUM WORKING PRESSURE = 150 PSIG. V.I.F. WC -1 WATER CLOSET ADA COMPLIANT 4" 2" 3/4» - - AMERICAN STANDARD, MODEL CADET 3 FLOWISE 2835.128 RIGHT HEIGHT ELONGATED TOILET. ADA COMPLIANT, TANK TYPE, ELONGATED BOWL, VITREOUS CHINA, HIGH EFFICIENCY TOILET, WATER CONSUMPTION 1.28 GPF, WITH #5284.016 ELONGATED EVERCLEAN SOLID PLASTIC SEAT AND COVER. LV -1 LAVATORY ADA COMPLIANT 2 " 1 -1 /2" 1 /2" 1 /2" - AMERICAN STANDARD, MODEL DECLYN #0321.026. ADA COMPLIANT, WALL HUNG LAVATORY, VITREOUS CHINA, REAR OVERFLOW, SOAP DEPRESION. FAUCET: CHICAGO, MODEL #802- 665CP; CHROME- PLATED BRASS, DECK MOUNTED 4" CENTERS, AERATOR. TP -1 TRAP PRIMER - - 1/2" - - P.P.P. No. P -2 COPPER BODY WITH 1/2" TYPE "L" COPPER PIPE RECEPTOR. (INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS). DF -1 DRINKING FOUNTAIN 2" 1 -1/2" 1/2" - - HAWS; MODEL:1119 "HI -LO" WALL MOUNTED BARRRIER FREE DRINKING FOUNTAIN, DUAL 14 GAUGE TYPE 304 STAINLESS STEEL SATIN FINISH BASINS WITH INTEGRAL 1/4" STAINLESS STEEL MOUNTING PLATES, PUSH- BUTTON OPERATED VALVES WITH FRONT- ACCESSIBLE CARTRIDGE AND FLOW ADJUSTMENT, POLISHED CHROME - PLATED BRASS VANDAL- RESISTANT BUBBLER HEADS, POLISHED CHROME - PLATED BRASS VANDAL RESISTANT WASTE STRAINER, VANDAL RESISTANT BOTTOM PLATE STAINLESS STEEL SATIN FINISH BACK PANEL, HIGH AND LOW FOUNTAIN MOUNTING LEVELS, AND 1-1/4" IPS TRAPS. WATER HEATER SIZING FIXTURE Fl XT. ID Q-fy. DESCRIPTION GPH DEMAND PER FIXTURE HW F.U. 75% OF CW F.U. TOTAL GPH DEMAND S -1 2 HAND SINK 5 5 10 S -2 1 THREE COMPARTMENT SINK 45 1 45 S -3 1 THREE COMPARTMENT BAR SINK 18 2 18 GW -1 1 GLASSWASHER 40.8 3 COM. SINK 40.8 MS -1 1 .MOP SINK 15 S -3 15 LV -1 2 LAVATORY 5 2.25 10 GLASSWASHER HOT WATER DEMAND (GPH) = USAGE FACTOR = TOTAL HOT WATER DEMAND (GPH) = TEMPERATURE RISE ( T ) = 97.2 GPH X 8.34LB /GAL. X 60T ELECTRICAL INPUT: 138.8 0.7 97.2 60 14.53 KW 0.98 X 3415 BTUH /KW RECOMMENDED WATER HEATER 3 WATER HEATER MOP SINK QUANTITY 1 3 MANUFACTURER A.O. SMITH DF -1 MODEL DSE -30 -18 0.5 RECOVERY 105 GPH AT 70T TEMP. RISE - ELECTRICAL INPUT 18 KW, 208V /3PH /60Hz STORAGE SIZE 30 GAL. CV WATER FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. F.U. EACH F.U. TOTAL HW F.U. 75% OF CW F.U. HW F.U. TOTAL WC -1 WATER CLOSET 2 2.5 5 - - LV- 1 LAVATORY 2 , 1 2 0.75 1.5 S -1 HAND SINK 2 1 2 0.75 1.5 S -2 3 COM. SINK 1 3 3 2.25 2.25 S -3 3 COM. BAR SINK 1 3 3 2.25 2.25 GW -1 GLASSWASHER 1 - - 3 3 MS -1 MOP SINK 1 3 3 2.25 2.25 DF -1 DRINKING FOUNTAIN 1 0.5 0.5 - - TOTAL FU 18.5 12.75 NOTES: 1. ALLOWABLE PRESSURE DROP = 4 PSI /100 FT OF PIPE 2. MAINTAIN A RESIDUAL PRESSURE OF NOT LESS THAN 15 PSI AT PLUMBING FIXTURES, ADJUST INLET PRESSURE REGULATOR AS REQUIRED. 3. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER SYSTEMS. 4. WATER SUPPLY FIXTURE UNITS ARE BASED ON 2009 UPC, APPENDIX A, TABLE A -2. WASTE FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. EACH TOTAL NOTES WC -1 WATER CLOSET 2 4 8 - LV- 1 LAVATORY 2 1 _ 2 - S-1 HAND SINK 2 1 2 - S-2 3 COM. SINK 1 3 3 - S-3 3 COM. BAR SINK 1 3 3 -. GW -1 GLASSWASHER 1 3 3 - FD-1 FLOOR DRAIN 1 2 2 - MS-1 MOP SINK 1 3 3 - DF-1 DRINKING FOUNTAIN 1 1 1 - TOTAL F.U. 27 PIPE TEE DOWN NOTES: 1. USE 4" SANITARY WASTE LINE & CONNECT TO (E) SANITARY SEWER SYSTEM. 2. DRAINAGE FIXTURE UNITS ARE BASED ON 2009 UPC, CHAPTER 7, TABLE 7 -3. SEPARATE PERMIT REQUIRED FOR: J� echanical ere ec cal 0 Plumbing v Oaf Tt!lIIlat 81111 GENERAL NOTES 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL DRAIN, WATER LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS REQUIRED. 4. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 5. ALL VALVES, TRAP PRIMERS, WATER HAMMERS ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 6. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE. 7. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 8. INSTALLATION SHALL CONFORM TO THE ENERGY CODE FOR NEW NON- RESIDENTIAL BUILDINGS. 9. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 10. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 11. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 12. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 13. INSTALL SHUT -OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. 14. ENSURE THAT ANY PENETRATIONS MADE THROUGH THE COOLER /FREEZER UNIT ARE TO BE SEALED PROPERLY TO PREVENT WATER INFLATION. 15. ENSURE THAT ALL JOINTS, GAPS AND SPACES ALONG THE PERIMETER OF PLUMBING FIXTURES ARE TO BE SEALED WITH NSF APPROVED SEALANT TO WITHIN 1/32". ACCESSIBILITY NOTES 1. A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF THE LAVATORY TO ALLOW A FORWARDS APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE & TOE SPACE UNDERNEATH THE LAVATORY. 2. HOT WATER & DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. 3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS /FT LEVER PUSH -TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN, SELF CLOSING VALVES ARE ALLOWED IF THE FAUCETS REMAIN OPEN FOR AT LEAST 10 SECONDS. REVISIONS No char" 7e- -'1,1r1 ho made to the scope of A Trlr - ' ''-1.7.-,t prior approval of '!ik - 1 Thlilding Division. NOTE: Rc �,c : 1 quire a new plan submittal and nit- . in.: aclflional plan review fees. FI ® Y Permit No. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION LOCATION CW COLD WATER PIPING ABS SOCKET AND SOLVENT- CEMENTED ABOVE GRADE BELOW GRADE HW HOT WATER PIPING (110T) WROUGHT COPPER ABOVE GRADE HWR HOT WATER RECIRCULATION PIPING BELOW GRADE INDIRECT WASTE S OR W SOIL OR WASTE PIPING BELOW GRADE ABOVE GRADE NOTE 1: REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. S OR W SOIL OR WASTE PIPING ABOVE GRADE S OR W NEW CONNECTION TO EXISTING WASTE PIPING - - VENT PIPING CD CONDENSATE DRAIN PIPING CD ID INDIRECT DRAIN PIPING D WHA WATER HAMMER ARRESTOR -v- 0 P.O.C. POINT -OF- CONNECTION CAPPED -III- UNION UP PIPE UP O DN PIPE DOWN DN PIPE TEE DOWN 0 -l5i- SHUT -OFF VALVE -VI- CV CHECK VALVE --�-- RED REDUCER -{®-- PUMP �-- FCO /GCE FLOOR CLEANOUT OR GRADE CLEANOUT IE--- WCO WALL CLEANOUT AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BG BELOW GROUND (E) EXISTING (N) NEW NTS NOT TO SCALE IE INVERT ELEVATION QTY. QUANTITY V.I.F. VERIFY IN FIELD FU FIXTURE UNIT s PIPE MATERIAL SCHEDULE SERVICE PIPE FITTINGS LOCATION SOIL &WASTE ABS ASTM D 2661 SCHEDULE 40 ABS SOCKET AND SOLVENT- CEMENTED ABOVE GRADE BELOW GRADE HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER ABOVE GRADE COPPER TYPE "K" HARD DRAWN WROUGHT COPPER BELOW GRADE INDIRECT WASTE ,COPPER TYPE "M" 'HARD DRAWN WROUGHT COPPER ABOVE GRADE NOTE 1: REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. DRAWING SCHEDULE SHEET NUMBER DESCRIPTION P0.1 LEGEND, GENERAL NOTES, SCHEDULES & CALCULATIONS P0.2 SPECIFICATIONS P1.1 PLUMBING PLAN P2.1 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS Pirn review approval Is subject to errors and omissions. L.p,:. r \fai of construction documents does not authorize i 3' an of any adopted code or ordinance. Rece ;pt o Lpproved Field Copy and ns is acknowledged: By Date: `1& - oZ - l :- City Of lbkwita BUILDING DIVISION PG Pft-04(S. REVIEWED FOR DE COMPLIANCE APPROVED I JUN 01 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 Mai � 3 i 2 CP .2 M X03 FC Wa.U). ea LH 8r� NO REVISIONS E314 MAY RMIT SET 2 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 LEGEND, GENERAL NOTES, SCHEDULES, & CALCULATIONS JOB NO, 11 4360 20 DATE DRAWN MP `CHECKED SR SHEET P0.1 OF SHEETS SPECIFICATIONS - SECTION 15400 PLUMBING 1.00 — GENERAL 1.01 DESCRIPTION OF WORK FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND /OR REASONABLY INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK. A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. B. DOMESTIC HOT & COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN. C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. D. FLASHING AND SEALING OF ROOF AND .EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. E. CAULKING AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING. G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. H. HANGERS, SUPPORTS, AND GUIDES. I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT. J. RECORD DRAWINGS AND OPERATING MANUALS. K. LICENSE, PERMITS AND ASSOCIATED FEES. L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK. M. CONDENSATE DRAINS FROM HVAC EQUIPMENT 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. SECTION 15500 - HVAC B. SECTION 16000 — ELECTRICAL 1.03 EXAMINATION OF SITE A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. 1.04 DRAWINGS A. THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. 1.05 RULES AND REGULATIONS A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS. 1.06 SUBMITTALS A. SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL — INCLUSIVE LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE (6 COPIES), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WRITTEN 15. DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLUELINE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT 6 COPIES OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. 1.07 AS —BUILT DRAWINGS A. SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALL INDICATE THE INSTALLATION "AS— BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT. 1.08 GUARANTEE A. THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND IN HARDBACK BINDERS. B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO COMMERCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. 1.10 CUTTING AND PATCHING A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 2.00 — MATERIALS 2.01 PIPING A. UNDERGROUND SANITARY SOIL, WASTE AND VENT PIPING: SOLID WALL ABS PIPE, ASTM D 2661, SCHEDULE 40, ABS SOCKET FITTINGS, AND SOLVENT— CEMENTED JOINTS. B. ABOVEGROUND SANITARY SOIL, WASTE AND VENT PIPING: SOLID WALL ABS PIPE, ASTM D 2661, SCHEDULE 40, ABS SOCKET FITTINGS, AND SOLVENT— CEMENTED JOINTS. C. INTERIOR DOMESTIC WATER PIPING: 3" AND SMALLER — TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95 -5 TIN AND ANTIMONY SOLDER JOINTING (LEAD — FREE). USE TYPE K FOR UNDERGROUND 2.02 PIPE FLASHINGS A. #4 LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. 2.03 VALVES A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER. B. CHECK VALVES: RED & WHITE 238 OR EQUAL, 3" AND SMALLER. 2.04 PLUMBING FIXTURES AND TRIM: A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING FIXTURE SCHEDULE. 2.05 PIPE HANGERS AND SUPPORTS A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL. B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 3.00 — INSTALLATION AND EXECUTION 3.01 GENERAL A. INSTALL ABS SOIL AND WASTE DRAINAGE AND VENT PIPING ACCORDING TO ASTM D 2661. INSTALL HANGERS FOR ABS PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND MINIMUM ROD DIAMETERS: — NPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/8 —INCH ROD. — NPS 3: 48 INCHES WITH 1/2—INCH ROD. — NPS 4 AND 5: 48 INCHES WITH 5/8 —INCH ROD. — NPS 6: 48 INCHES WITH 3/4 —INCH ROD. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS. B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS. FOR DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH. NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS. D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT NO JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS. E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS THAN 150 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING. F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM SUCH AS BENNET— MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. G. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN • WRITING THAT THE SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS. 3.03 PIPING INSTALLATION A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT — EPCO, OR EQUAL. C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS AT FITTINGS. D. CAP OPENINGS IN PIPING DURING CONSTRUCTION. E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY OF PIPING. G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE,A CLEAN APPEARANCE ACCEPTABLE TO THE ARCHITECT. H. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. I. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE HEATING ASSEMBLY. J. ROUGH —IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER DIVISIONS, REQUIRING PLUMBING CONNECTIONS. REVIEWED FOR 3l ODE COMPLIANCE APPROVED h JUN 01 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 ■ s is V) C COI z m as I53 In (I) as r �— aft w N. MA 0 NO. REVISIONS BY MAY 07 SE 12 ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ ACIES � ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright 02012 PLUMBING SPECIFICATIONS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED sR SHEET P0.2 OF SHEETS NO. REVISIONS BY MAY 07 SET 2 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ II 00 01 «0 -- 7 X ,9 CD jyI RECEIVING OFFICE LOCK UP STORAGE BREAK ROO 0 CORR1D 3 "V.T.R. O R 3/4" S-1 2» 10 JANITOR AREA 2"4. 1 2 "V.T.R. 43 2" STOCK ROO 1 4 "FC0 4 " -0 SERVICE COUNTER 1— N » 1' L MS -1 13 PP 1P S -1 S -2 S -1 TYP. 2 "WCO DF- n IP • WC -1 » 4"WCO J LV -1 0 • 0 LV -1 3 WC -1 /1 t, 0 4 "WCO EN GW -1 1, FD -1 S -3 S -1 0 0 O 0 0 10 11 12 13 14 15 16 17 1$ 19 20 21 KEYED NOTES (S., W. & V.) 4" WASTE AND 2" VENT FROM WATER CLOSET. 3" WASTE AND 2" VENT FROM FLOOR SINK /DRAIN. 3" WASTE AND 2" VENT FROM MOP SINK. 3" WASTE AND 2" VENT FROM 3 —COMP SINK. VENT LINE UP TO CEILING. 2" WASTE AND 1-1/2" VENT FROM HAND SINK. 2" WASTE AND 1-1/2" VENT FROM DRINKING FOUNTAIN. EXTEND AS NEEDED AND CONNECT TO NEAREST WASTE LINE. VERIFY IN FIELD EXACT LOCATION, INVERT ELEVATION AND SIZE OF EXISTING WASTE LINE. 3" VENT THRU ROOF; SEE DETAIL 9/P6.1. VENT LINE UP TO 60" A.F.F. WALL CLEANOUT; SEE DETAIL 5/P6.1. FLOOR SINK; SEE DETAIL 6/P6.1. MOP SINK; SEE DETAIL 3/P6.1. 3/4" PTRV DRAIN FROM EWH -1 TERMINATE INDIRECTLY WITH 2" AIR GAP ABOVE MOP SINK. PROVIDE ISLAND SINK VENTILATION. INSULATE CONDENSATE DRAIN LINE FROM COOLER EVAPORATOR. PROVIDE HEAT TRACING LINE TOWARD DRAIN WITH MINIMUM SLOPE OF 1/4" PER LINEAR FOOT RUN. VENT LINE ROUTED BELOW SLAB. 2" VENT THRU ROOF; SEE DETAIL 9/P6.1. 2" WASTE AND 1-1/2" VENT FROM LAVATORY. 3/4" CD DOWN FROM ROOF. 3/4" CD DOWN THRU WALL AND TERMINATE ABOVE FLOOR SINK VIA 2" AIR GAP. FS -1 IP TASTING (TN\\ PARTIAL ENLARGED S., W. & V. PLUMBING PLAN y SCALE: 1/4" = 1' -0" 1, EN -OqS REVIEWED FOR CODE COMPLIANCE APPROVED 1 JUN 01 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 ■ E O 3 ca ;5 2 u) I an • S03 ci) es (11; ni • m NO. REVISIONS E311 MAY 07,_ SE 12 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ ACIES ENGINEERING 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR OF SHEET P2.1 SHEETS TP -1 0 RECEIVING OFFICE LOCK-UP STORAGE 08 REA K ROO 0 CORRIDOR 0 FS -1 1 /2" JANITOR AREA �7� 12 I —� - -- • HWRCP 1 STO( ROO K ET -1 EWH- TP -1 1/2" FS -11 1/2' DF -1 —3/4" 3/4 "� , WC -1 3/4 "--9) LV -1 WHA 1 /2 "--d LV -1 3/4 "•4 0 3/4L" L MS -1 1/2" 11h� S -1 0 If 66 0001ei1I8 —67 X C69 -68 0 U / -4" WC -1 3 • 06 WOMEN 3/4 0 GW -1 I. '0 WH —1,C • C =. r_ 3/4 •1 " 0 FD -1 F. 1 /2" SERVICE 01 COUNTER GENERAL NOTES (DOMESTIC WATER) 1. ALL VALVES ARE NOT SHOWN ON THE CONTRACT DOCUMENTS. PROVIDE VALVES WHERE REQUIRED TO ADEQUATELY SERVICE ALL PARTS OF SYSTEMS AND EQUIPMENT IN ADDITION TO THOSE SHOWN ON THE DRAWINGS. 2. ALL SINKS MUST HAVE MIXING FAUCETS, AND THE UTENSIL SINK A SPOUT LONG ENOUGH TO REACH EACH COMPARTMENT. 0 0 0 0 0 0 0 0 10 11 12 13 14 KEYED NOTES (DOMESTIC WATER) CW PIPE EXTEND AS NEEDED AND CONNECT TO NEAREST EXISTING CW LINE. DOMESTIC WATER PIPING ROUTED OVERHEAD. 3/4" COLD AND HOT WATER DOWN THRU WALL. 1 /2" COLD AND HOT WATER TO 3— COMPARTMENT BAR SINK. 1/2" COLD AND HOT WATER TO HAND SINK. 1/2" COLD WATER TO TRAP PRIMER. SEE DETAIL 4/P6.1. PROVIDE 10 "X10" ACCESS PANEL FOR TRAP — PRIMING DEVICE. INSTALL TRAP PRIMING VALVE AT LEAST 12" ABOVE FINISHED FLOOR WITH BALL VALVE. 3/4" HOT WATER DOWN TO GLASSWASHER. EWH -1 ON PLATFORM ABOVE MOP SINK, SEE DETAIL 7/P6.1 & 8/P6.1. 3/4" COLD AND HOT WATER DOWN TO MOP SINK. 1/2" COLD AND HOT WATER TO 3— COMPARTMENT SINK. 1/2" COLD WATER TO DRINKING FOUNTAIN. BALANCING VALVE. 3/4" COLD WATER DOWN TO WATER CLOSET. 1/2" COLD AND HOT DOWN TO LAVATORY. 1/2" TASTING &kf'/€-' 6,,e, 60k a'rs-7ed die>pe,t, A-V6 'PO' of R P 4 e4)/ e,140411 t 12-- PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN T.3 •Y SCALE: 1/4" = 1' -0" 11 05 EN 1**)6 (?O qS RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 E O 3 0. c i in • d e ni11) M IS) 0 3 w.. d H �a 43) 414 v(17•)• Ca 8 NO. REVISIONS BY MAY PERMIT SE 12 ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ ACI!5 ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright 02012 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR J OF SHEET P3.1 SHEETS (� (j) CG) 7 1 >< RTU -3 Ci L__ RTU -1 0 7 7 0 ROOF PLUMBING PLAN SCALE: 1/8" = 11 -0" O 0 O KEYED NOTES 3 /4 "CD DOWN THRU ROOF. SEE 1/P2.1 FOR CONTINUATION. VENT THRU ROOF, SEE DETAIL 9/P6.1. CONDENSATE DRAIN TRAP; SEE DETAIL 10/P6.1. TYPICAL. EXISTING HVAC UNIT TO REMAIN. REVIEWED FOR 40DE COMPLIANCE APPROVED JUN 01 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 7:1; L � E f• O 3 as 0.o as 2 cn 00 1,E CM ° � X03 0 i H t� Q1 h 41g '4' ag Stitg NO. REVISIONS BY MAY PERMIT SE � 12 ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J 1* ACI!S ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info©acies.net Copyright © 2012 ROOF PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP \CHECKED SR J SHEET P4.1 OF SHEETS 12 STOCK ROOM ,r • FS -1 • • • • • 2 "(9 F.U.) 4 "(27 F.U. 08 • 2 "(1 F.U.) r F.U.) -2 "(14 F.U.) I •♦ 2 "(10 F.U.) 2 "(4 F.U.} -� WC -1 06 WOMEN ♦ 3 F.U.) • T♦ 2 "(1 F.U.) -d ♦ 2 "(9 LV -1 4 "(4 F.U. 4 "(5 F.U. F.U. 2 "(1 F.U.} -� %♦ 2 "(4 F.U.) • �♦ 2 "(4 F.U.) -4 4 "WCO WC -1 BREAK R00M I ♦ 4 "(6 F.U. vs k2"( F.U.) FS -1I ♦ �� 2 "(3 ♦'� ♦ 2 "(1 F.U.) 4 "(11 F.U. S -2 4 "(10 F.U. 4 "(4 F.U. 05 MEN 3 "(3 F.U. S -1 "(15 F.0 2 "(9 2 "(2 F.U. �♦ 2 "�.♦` 10 ck -2 "(3 F.U.) MS -1 I JANITOR AREA 13 TASTING FD -1 3 "(2 F.U.) S -3 3"(3 F.U. 2 "(3 F.U.}1 FS -1 • V 3 "(3 F.U. 12 08 BREAK ROOM FS -1 S -2 WC -1 06 WOMEN /2 "(1 FU) /2 "(0.75 FU) 3/4 "(2.5 F.U.) 3/4 "(2.5 F.U.) 05 2.25 F.U.)1 /2" 3 F.U.)1/2" 1 F.U.)1 /2" 0.75 F.U.)1 /2" S -1 BALANCING VALVE 10.5 FU)3 /4" HWRCP -1 ♦ 10 3/4" 1"(1 4.5 F.U.) JANITOR EWH -1 1 "(6 F.U.) AREA 3/4" SOIL, WASTE & VENT ISOMETRIC PIPING 5.1 N.T.S. (3 F.U.)3 /4" GW -1 (18.5 F.U.)1" 13 TASTING S -1 ♦ = i WHA FD -1 MS -1 3/4 "(3 F.U.) 3/4 "(2.25 F.U.) 0.75 F.U.)1/2" 1 F.U.)1/2" TP -1 2.25 F.U.)1 /2" 3 F.U.)1 /2" 3 F.U.)1/2" 4 F.U.)1 /2" 2.5 FU)3 /4" P&o,Loffs 1:;/0(71.-e 4eva c_ e 401 t-vo Perms te/ k JL� ( off- 9 4 fit, 5 ak 911 L44 47 (4/ tt O. 7iZ G , `j v 2 DOMESTIC WATER ISOMETRIC PIPING T5.y N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 012012. City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER EXPIRES: 09/30/2012 NO. REVISIONS 1 BY MAY PERMIT SET 2 ERIC MARQUART GREG ENDOM STEVE HIGGINS ❑ ❑ ❑ AGIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 ISOMETRIC PIPING JOB NO. 11 4360 20 DATE DRAWN MP `CIECKED SR OF SHEET P5.1 SHEETS PLUMBERS TAPE ANCHOR WITH 1/4" DIA. X 3" LAG SCREW WITH FLAT WASHER ON WOOD STUD WOOD STUD 2X4 STUD WALL. SEE STRUCTURAL DRAWING WATER HEAT EQUAL LINE CONNECTING POINTS OF SUPPORT MUST PASS THOUGH WATER HEATER TANK AS SHOWN. #10 METAL SCREW TO STUD. TYP. FIRST STUD NOT BEHIND WATER HEATER ANCHORING DETAIL 2 "x6" 0 16 WOOD JOIST TOP VIEW 1/4 "0 X 3 LONG LAG SCREW TO (E) 2X STUD W /MIN. 2 -1/2" EMBED. TYP. FLEXIBLE CONNECTION. SEISMIC STRAP ONE LOCATED AT UPPER 1/3 AND ANOTHER AT LOWER 1/3 OF TANK HEIGHT WALL 1 PLYWOOD FLOOR OR 72" GLASSCRETE CEMENT BOARD OVER JOISTS 2x6 ®► 16 o.c. PLATFORM SEE PLAN STRUCTURAL DRAWINGS FOR SUPPORT TO WALL DETAIL 2" X 18 GAUGE STEEL STRAP ENCIRCLING TANK FROM FRONT AND BACK. (E) WALL 2x4 STUD 0 16 o.c. PRESSURE /TEMPERATURE RELIEF LINE LOCATED INSIDE WALL. LINE SHALL PENETRATE WALL AND TERMINATE 2" ABOVE MOP SINK. G.C. PROVIDED SPLASH GUARD N9" } MOP HOLDER WIRE RACK FAUCET 21-0" -0" 7' -0" MAX -0 SE CLIP MOP SINK FRONT VIEW 2' -0" NOT TO SCALE COLD WATER MAIN. d SHUT -OFF VALVE UNION 1/2" TRAP PRIMER VALVE TP -1 VACUUM BREATHER PORTS. 1 /2" FS -1 FIN. FLOOR SEWER GASES NOT TO SCALE TYPICAL PIPE HANGERS MAXIMUM PIPE /TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 1" 1 11/4 11/2 2 21/2 3 4 ERIC MARQUART GREG ENDOM `TEVE HIGGINS ❑ PIPE 7 FT 7 7 9 10 11 12 14 TUBING 5 FT 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED ADJUSTABLE CLEVIS HANGER TYPE 1 IN SPECIFICATIONS 1/2" DIA. HANGER RODS 1WITHI 36" MAX. SPACING ON EACH CHANNEL CHANNEL OR 2 "x2 "x1 /2" 1 1 1/2" 12 GAGE 1. MAX ANGLE SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD NOT TO SCALE WATER HEATER SEISMIC RESTRAINT DETAIL PIPE HANGER DETAIL 1 CO PLUG (THREADED) 2' MIN. r1 1 UNIO FAN STATIC PRESSURE TO FLOOR SINK 1" GRATER THAN HALF OF FAN TOTAL STATIC PRESSURE 1 AC UNIT DRAIN PAN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN TYPE "M" COPPER TUBING W/ WROUGHT COPPER FITTINGS NOT TO SCALE .3/4" HW SUPPLY TO SYSTEM 3/4" CW MAKEUP 3/4" HWR ET -1 T o1-0N KSI - - - -- HWRCP -1 MS -1 TO SANITARY SEWER III III MI MEW J 1 ASME COMBINATION TEMP & PRESSURE RELIEF VALVE RELIEF VALVE ELEMENT TO EXTEND INSIDE TANK TANK RATED FOR MIN. OF 125 PSI WORKING PRESSURE ELEVATED PLATFORM r ABOVE MOP SINK RELIEF PIPING SAME SIZE AS RELIEF VALVE OUTLET SYSTEM AND TANK DRAIN NOT TO SCALE FLUSH COVER FIN. FLOOR CLEANOUT PLUG AND BODY, SEE SPECS. WYE (WYE WITH REDUCING BRANCH IF MAIN IS OVER 4 ") FLOW ADJUSTING COLLAR FLOOR CLEANOUT DETAIL 18 GAUGE ROUND GALVANIZED STEEL CLEANOUT TEE CLEANOUT PIPE ACCESS COVER FINISHED WALL WALL CLEANOUT DETAIL NOT TO SCALE ANCHOR BOLT, TYP. LONGITUDINAL ANGLE BRACE SLOPE 1/1 TRANSVERSE ANGLE BRACE PIPE SIZE BOLT WITH CUT WASHER 12 GA. CLIP PIPE SLEEVE OVER BOLT ANGLE BRACE • BOLT TO ANGLE ROOF ANGLE CLIP (DOUBLE), ORIENT TO DECK SPAN. FIELD .DRILL HOLES IN ANGLE CLIP FOR ANCHOR BOLTS TO .SET IN DECK TROUGH BRACE HANGER RODS OVER 3' -0" LONG WITH 2 "x2 "x 1 /2" VERTICAL ANGLE BRACE WELD 1" AT 24" SPACING ANGLE CLIP •` ANCHOR BOLTS OR INSERTS ••• • 2 "x 2 "x12 BE USED 2" 2 "x2" .16 GA. 3, 4 2 "x2" 16 GA. 5, 6 2.5 "x2.5" 16 GA. 8 3 "x3" 12 GA. 10 3 "x3" 12 GA. GA. CHANNEL MAY 1/2" 1/2" 1/2" 1/2" 1" 3 "x3 "x1/2 "x1' -4" 3 "x3 "x 1 /2 "x 1' -4" 5 "x3 "x 1 /2 "x 1' -4" 2- Sx3x1/2x1' -4" 2- 5x3x1/2 "x1' -4" •• BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE CLIP TO FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF ANCHOR BOLTS TO THAT SHOWN. 1/2 1/2 1/2 2 2 ••• PROVIDE MINIMUM EMBEDMENT OF 1 1/2" ABOVE TOP OF METAL DECK FOR ALL ANCHOR BOLTS. NOT TO SCALE CONDENSATE DRAIN TRAP DETAIL 10 WATER HEATER SCHEMATIC PIPING DIAGRAM CLEANOUT DETAIL PIPE SUPPORT DETAIL 2 CEMENT BED CONCRETE FILL (E) CONCRETE SLAB TILE FLOOR SLOPE 0 2% ■ MMMMM......MMMM .11 -■m1111u 1111 ■uuu.,1a I.. VERIFY W/. STRUCTURAL r,......ao ENGINEER PRIOR TO........... SAW CUTTING 0FP.. 4.‘ 0� . TY -SEAL ATTACHMENT WATER- PROOF MEMBRANE 1__ 1/2" CW FROM TRAP PRIMER NOT TO SCALE HEIGHT PER LOCAL CODE OR 6" MIN ROOFING 10" SKIRT TERMINATE 10' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2' -0" MIN FROM ANY WALL OR SRUCTURE. SEALANT COUNTER FLASHING SLEEVE SEAMLESS LEAD FLASHING STEEL REINFORCED BOOT HOT MOP ROOF CONSTRUCTION, S.A.D., AND S.S.D. VENT PIPE, SEE PLANS NOT TO SCALE FINISHED FLOOR 4 INDIRECT WASTE LINES CONCRETE 4 4 4 L__ PIPE SIZE AS NOTED ON PLAN 2x INLET PIPE DIA. AIR GAP WATER -PROOF MEMBRANE 4 4 4 4' . 4 •4 a4 (E) CONCRETE SLAB VERIFY W/. STRUCTURAL ENGINEER PRIOR TO SAW CUTTING NOTE: INDIRECT WASTE PIPING EXCEEDING 5' IN LENGTH SHALL BE TRAPPED WITH THE EXCEPTION OF CLEAR WATER WASTES. NOT TO SCALE METAL EDGE —\\ SPOUT BRACE 36" DRAIN m4; • •4m4; • `Lam• a • q . m4; •4m4, • •Lam . 44 b.. CM .ti .. l? •O, +. 4.. 0. U.. d• •1 .a '.A.. „el m.. �..�; m•:v.R;•A SPOUT WITH HOSE END AND PAILHOOK SERVICE FAUCET WITH VACUUM BREAKER ,A A.p -A. • 41=4,• • ;it . G •. . , , G: ., , G. .+ . ., d i1 „ 4 4 3" DIA. P - TRAP -/a REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 01 2012 City of Tukwila BUILDING DIVISION NOT, TO SCALE FLOOR DRAIN DETAIL 11 VENT THRU ROOF DETAIL FLOOR SINK DETAIL MOP SINK DETAIL 10" RECEIVED MAY 112012 PERMIT CENTER 1)..., >1 O ig. as ad 0. c i 2 th 2 co c is 4:101 0 ,,c CD o 0 .ic m i X03 w H �a tu tiI- m 8':., pi NO. REVISIONS B1 MAY PERMIT SE 12 ERIC MARQUART GREG ENDOM `TEVE HIGGINS ❑ ❑ ❑ e ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright 02012 DETAILS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED sR SHEET P6.1 OF SWEETS