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HomeMy WebLinkAboutPermit PG13-007 - HELZBERG DIAMONDS - ALTERATION This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG13-007 Helzberg Diamonds 601 Southcenter Mall DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As Personal Information – such, individuals’ social security numbers are Social Security Numbers 5 U.S.C. sec. redacted to protect those individuals’ privacy pursuant DR1 Generally – 5 U.S.C. sec. 552(a); RCW to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the 552(a); RCW 42.56.070(1) Washington State Public Records Act, which exempts 42.56.070(1) under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration Personal Information – RCW dates, or bank or other financial account numbers, 13 DR2 Financial Information – 42.56.230(5) which are exempt from disclosure pursuant to RCW RCW 42.56.230(4 5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. HELZBERG DIAMONDS 601 S OTJTHCENTER MALL PG1 3-007 Parcel No.: Address: City €h'I'ukwila • 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 9202470010 601 SOUTHCENTER MALL TUKW Project Name: HELZBERG DIAMONDS Permit Number: Issue Date: Permit Expires On: PG13-007 03/05/2013 09/01/2013 Owner: Name: Address: Contact Person: Name: Address: Email: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 JON WAYNICK 10955 LOWELL AV, SUITE 700 , OVERLAND PARK, KS 66210 JON.WAYNICK@KLOVER.NET Contractor: Name: PLUMBING EXPRESS INC Address: PO BOX 2226 , SUMNER WA 98390 Contractor License No: PLUMBEI98600 Phone: 913-649-8181 Phone: 253 826-4621 Expiration Date: 09/20/2014 DESCRIPTION OF WORK: PROVIDE TOILET ROOM WITH LAVATORY, FLOOR DRAIN, WATER CLOSET, CLEAN OUTS AND POINT OF USE WATER HEATER. CONNECT NEW WASTE, VENT AND WATER PLUMBING TO EXISTING SPACE UTILITIES. Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: $10,000.00 $223.13 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compli Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: V -'Y9� L 3 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p construction or the performance of work. on the back of this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions g,, l CG> r -c Date: 3 'SIL 3 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. PERMIT CONDITIONS Permit No. PG 13-007 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: All new plumbing fixtures installed,in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: 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 PG13-007 Printed: 03-05-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Plumbing/Gas Permit No. p)— 0 0 7 Project No. Date Application Accepted: Date Application Expires: 1 —1 0, (For office use only) 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** SITE LOCATION (404 King Co Assessor's Tax No.: Site Address: South Center Mall Suite Number: 576 Floor: 1 Tenant Name: Helzberg Diamonds PROPERTY OWNER Name: Jon Waynick Name: Helzberg Diamonds Address: 10955 Lowell Ave. Suite 700 Address: 1825 Swift Zip: 66210 City: N. Kansas City State: MO Zip: 64116 CONTACT PERSON — person receiving all project communication Name: Jon Waynick Address: 10955 Lowell Ave. Suite 700 City: Overland Park State: KS Zip: 66210 Phone: (913) 649-8181 Fax: (913) 649-1275 Email: jon.waynick@klover.net Zip: New Tenant: m Yes ❑ .. No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: TBD City: TBD State: TBD Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ -tJ6;e9d I o, 00 0 Scope of Work (please provide detailed information): Provide toilet room with lavatory, floor drain, water closet, clean outs and point of use water heater. Connect new waste, vent, and water plumbing to existing space utilities. Building Use (per Int'l Building Code): 2B Occupancy (per Int'l Building Code): Mercantile Utility Purveyor: Water: Tukwila Sewer Tukwila H:\Applications\Forts-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 t- ` • Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 1 Shower, single head trap 1 Sinks 1 Rain water system — per drain (inside building) 1 Grease interceptor for commercial kitchen (>750 gallon capacity) 1 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) 1 Lavatory 1 Urinal 1 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment 1 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 1 Wash fountain 1 Water closet 1 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 1 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 1 Receptor, indirect waste 1 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 PERMIT APPLICATION NOTES - 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Na e: Henry Klover Mailing Address: 10955 Lowell Ave. H:\Applications\Forts-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Date: 01/04/2013 Day Telephone: (913) 649-8181 Overland Park KS 66210 City State Zip Page 2 of 2 • 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG 13-007 Address: 601 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/10/2013 Applicant: HELZBERG DIAMONDS Issue Date: Receipt No.: R13-00962 Payment Amount: $165.64 Initials: gm Payment Date: 03/05/2013 12:34 PM User ID: 1165 Balance: $0.00 Payee: PLUMBING EXPRESS TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 165.64 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 165.64 Total: $165.64 a o.,..e;s AG Printed: 03-05-2013 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG 13-007 Address: 601 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/10/2013 Applicant: HELZBERG Issue Date: Receipt No.: R13-00159 Initials: WER User ID: 1655 Payment .Amount: $44.63 Payment Date: 01/10/2013 10:01 AM Balance: $178.50 Payee: H C 'CLOVER ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2140 44.63 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 44.63 Total: $44.63 Drin�crl• ni in ,MZ • 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG13-007 Address: 601 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/10/2013 Applicant: HELZBERG Issue Date: Receipt No.: R13-00160 Payment Amount: $12.86 Initials: WER Payment Date: 01/10/2013 10:03 AM User ID: 1655 Balance: $165.64 Payee: H CLOVER ARCHITECT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2140 12.86 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 12.86 Total: $12.86 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P6(3 -Cori PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 d! Project: NEL.zcFnG alai ElApproved Type of Inspe do c-"` NA-% PIL . Address:� ((p ( S C J� � I / Date Called: � .. Special Instructions: Date Wanted: pia ,g;---1 ----- Requester: -, Phony Nt CU `f` `3 67 ( (- pproveil per applicable codes. Corrections required prior to approval. / COMMENTS: 't- YtA3t A C\ Ins' ep cto' LI ` �AeR Prior o ED. Date �. E I n NSPECTION FEE REG` I +,R next inspection, fee must be Old at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. • !- INSPECTION RECORD Retain a copy with permit INSPECTION NO. V --PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P6 3 -co% Project: H 1_7_ Gt r 'T�t4A.3 Type of Inspection: ROmG 1-1-.1..10 Address: Cr 0 1 SO C004 1'v1 +4 ) Date Called: d) 11611 6) -'tel ApA✓M'I -- L)W t/ Special Instructions: Date Wanted:. 3 _ C. _ )-S (rm. p.m. Requester: Phone No: a.53 --.Z5 -182,8 ®,Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 0 &M/P 1) WO K - f PPl Po d) 11611 6) -'tel ApA✓M'I -- L)W t/ 0 (AA -7 t ie.._ In;Beet€ /l w� nREl SPECTION FEE RE\PUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. oaf_ G - �3 • • IT CO `� D COPY PLA REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-007 DATE: 01-10-13 PROJECT NAME: HELZBERG DIAMONDS SITE ADDRESS: 601 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 0_ 'I BLiirding D sn Po/I4 1 _'3 ub 'c Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01-15-13 Not Applicable Comments: Permit°Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-12-13 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeopir' ter Friendly 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 PLUMBING EXPRESS INC 2538264621 Po Box 2226 Sumner WA 98390 Pierce Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602226682 Active PLUMBEI98600 Construction Contractor 9/20/2002 9/20/2014 Plumbing Unused iated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PLUMBE'077PR PLUMBING EXPRESS Construction Contractor plumbing Unused 10/19/1993 10/19/2003 Archived PRECIM"121 K6 PRECISION MECHANICAL Construction Contractor Plumbing Unused 5/2/1988 3/17/1989 Archived PLUMBE'162OQPLUMBING EXPRESS, THE Construction Contractor Plumbing Unused 9/18/1984 9/18/1986 Archived Business Owner Information Name Role Effective Date Expiration Date KILDARE, JOHN THOMAS President 09/20/2002 Amount KILDARE, KRISTI KYLE Vice President 09/20/2002 BKA54313254 Bond Information Page 1 of 2 pok,g O°I`rl111 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 GREAT AMER INS CO OF NY 7902865510010 10/19/2001 Until Cancelled 10/18/2010 $6,000.00 09/20/2002 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 10/26/2010 Until Released Bond $6,000.00 10/26/2010 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 9 AMERICAN FIRE & CASUALTY CO BKA54313254 01/01/2011 01/01/2014 $1,000,000.00 12/26/2012 8 AMERICAN FIRE & CASUALTY CO BKA1154313254 01/01/2010 01/01/2011 $1,000,000.00 12/21/2009 7 FEDERATED MUTUAL INS CO 9215213 01/01/2009 01/01/2011 01/01/2010 $1,000,000.00 11/17/2009 6 FEDERATED MUTUAL INS CO 9215213 01/01/2005 01/01/2009 $1,000,000.00 11/30/2007 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 httns://fortress.wa. aov/lni/bbin/Print.aspx 03/05/2013 FILE COPY Permit No. V 1:77 11? —1Do1 Pian review approval is subject to *dors and omissions. Approval of construction documents does not authorize Mc k olation of any adopted code or ordinance. Receipt of approved Fie ,Copy, and f acknowledged: 1 By UUANt J. htNUtKJUN a♦ 3,51-13 CityOflbkwlta BUILDING DIVISION 3/4"CW 1 /2"CW (TP1) 2"SS HUBBED P—TRAP_ ABOVE FLOOR BENEATH SINK PLUMBING SYMBOLS NOTE: LEGENDTHIS IS A MASTER AND NOT LSYMBOLS, ABBREVIATIONS, ETC. ARE NECESS NECESSARILY EDONTHE DRAWINGS. PLUMBING NOTES ANNOTATION PIPING 0 1 PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED AND INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES EQUIPMENT DESIGNATION (OWNER FURNISHED, CONTRACTOR INSTALLED) MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER SECTION CUT DESIGNATION ABBREVIATIONS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BOP BOTTOM OF PIPE BOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT CPVC CHLORINATED POLYVINYL CHLORIDE DN DOWN DFU DRAINAGE FIXTURE UNIT DS ETR EWC FD FFA FFB FF FL FLA FLR GPM HD IE IN WC JB DOWNSPOUT EXISTING TO REMAIN ELECTRIC WATER COOLER FLOOR DRAIN FROM FLOOR ABOVE FROM FLOOR BELOW FINISHED FLOOR FLOW LINE FULL LOAD AMPS FLOOR GALLONS PER MINUTE HEAD, HUB DRAIN INVERT ELEVATION INCHES OF WATER COLUMN JUNCTION BOX J—BOX JUNCTION BOX kW KILOWATT MAU MAKE—UP AIR UNIT MAX MAXIMUM MBH 1000 BTU PER HOUR MH MIN N/C N/0 ORD PDI PVC PRV RD RPM RTU SF SP MANHOLE MINIMUM NORMALLY CLOSED NORMALLY OPEN OVERFLOW ROOF DRAIN PLUMBING DRAINAGE INSTITUTE POLYVINYL CHLORIDE PRESSURE REDUCING VALVE ROOF DRAIN REVOLUTIONS PER MINUTE ROOFTOP UNIT SQUARE FEET, SUPPLY FAN SUMP PUMP SS STAINLESS STEEL, SANITARY SEWER, SOIL STACK TDH TFA TFB TYP UL INC. UNO UPS V VCP VS VTR W/ w/o WC WS WSFU TOTAL DYNAMIC HEAD TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNDERWRITERS LABORATORIES, UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VOLT(S) VITRIFIED CLAY PIPE VENT STACK VENT THROUGH ROOF WITH WITHOUT WATER COLUMN WASTE STACK WATER SUPPLY FIXTURE UNIT 1 5.202) 15.201 15.203 —1111111 (15.205 SALES ALCOVE STORAGE II I 3/4"CW TOILET V2"CV REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tu ila BUILDING ISION TYP EXISTING STRUCTURAL FOOTING. FIELD VERIFY LOCATION AND SIZE. DO NOT ALTER OR UNDERMINE EXISTING FOOTING. IWH1) 1 —1/2"V 2"SS (FCO (15.204 Il REVISIO S No changes shall be made to thP-sclope- of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new Wen +limit and may include additional plan rev;^ , f�S. PLUMBING PLAN SCALE: 1 /4"=1 '-0" NORTH SCW 140' T S — S W — W GW — — —GW— — — ST — — — —ST— — — — OST VBG--- - --VBF--- ID CD G — — — —G— — — — MPG - —MPG— — — WS FP PD DOMESTIC COLD WATER (CW) SOFTENED COLD WATER (SCW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRC. (HWR) 140' DOMESTIC HOT WATER (140°) TRAP PRIMER LINE (T) SOIL PIPING — ABOVE FLOOR (S) SOIL PIPING — BELOW FLOOR (S) WASTE PIPING — ABOVE FLOOR (W) WASTE PIPING — BELOW FLOOR (W) GREASE WASTE — ABOVE FLOOR (GW) GREASE WASTE — BELOW FLOOR (GW) STORM DRAIN — ABOVE FLOOR (ST) STORM DRAIN — BELOW FLOOR (ST) OVERFLOW STORM DRAIN — ABOVE FLOOR (OST) VENT BELOW GRADE (VBG) VENT BELOW FLOOR (VBF) INDIRECT DRAIN (ID) CONDENSATE DRAIN (CD). NATURAL GAS (G) NATURAL GAS ON ROOF (G) MEDIUM PRESSURE NATURAL GAS (MPG) MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG) WATER SERVICE (WS) FIRE PROTECTION (FP) CONDENSATE PUMP DISCHARGE (PD) EXISTING PIPING TO BE REMOVED EXISTING PIPING TO REMAIN VENT PIPING (V) SQUARE FLOOR DRAIN (FS), SIZE & TYPE ROUND FLOOR DRAIN (FD), SIZE & TYPE ROOF DRAIN (RD), SIZE & TYPE BALL VALVE CONTROL VALVE DG SHUTOFF VALVE IV CHECK VALVE. 13b BALANCING VALVE WITH PRESSURE PORTS WATER METER L I STRAINER STRAINER WITH BLOWOFF RELIEF/SAFETY VALVE SOLENOID VALVE PRESSURE REDUCING VALVE DlP4 GAS PRESSURE REGULAIrOR d�1 THERMOSTATIC MIXING VALVE BACKFLOW PREVENTER PRESSURE GAUGE THERMOMETER UNION FLANGE CONNECTION HOSE BIBB (HB) NONFREEZE WALL HYDRANT (NW) MANUAL / AUTOMATIC AIR VENT OR VACUUM RELIEF VALVE CLEANOUT CAP 3-11 WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) ❑o EXTERIOR CLEANOUT (ECO) 1p ELBOW UP ELBOW DOWN TEEUP TEE DOWN ELBOW UP WITH SHUT—OFF VALVE (SOV) ELBOW DOWN WITH SHUT—OFF VALVE (SOV) rar TEE UP WITH SHUT—OFF VALVE (SOV) TEE DOWN WITH SHUT—,OFF VALVE (SOV) WATER HAMMER ARRESTER (WHA) WITH PDI SIZES, (A, B, C, D, & E) ® RECIRCULATION PUMP 30 P—TRAP !Tr GAS COCK TRAP PRIMER TRAP PRIMER WITH DISTRIBUTION UNIT 9 1 r 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 3. COORDINATE SEWER, GAS, AND WATER CONNECTIONS WITH CIVIL AND AHJ. PROVIDE PRESSURE REDUCING VALVE AND BACKFLOW PREVENTER AS SHOWN OR REQUIRED BY AHJ. 4. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON PLAN. 5. FIELD ADJUST WATER CLOSET FLUSHING MECHANISM FOR PROPER FLUSHING OPERATION. 6. SANITARY AND STORM SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT FALL FOR ALL PIPE SMALLER THAN 4" DIAMETER AND 1/8" PER FOOT FALL FOR PIPE 4" DIAMETER AND LARGER. 7. ALL SEWER PIPING BELOW SLAB TO BE 2" DIAMETER MINIMUM. 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND CLEAN—OUTS; AND NOT ABOVE AN ACCESSIBLE CEILING. 9. PROVIDE TRAP SEAL PRIMERS AS SHOWN OR AS REQUIRED BY AHJ. CONTRACTOR SHALL VERIFY REQUIREMENTS. 10. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM 5'-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL INSULATION TO PREVENT FREEZING. 12. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 13. PROVIDE FIRE SEAL WHERE PIPES PENETRATE FIRE RATED ASSEMBLY. 14. SEAL ALL FLOOR PENETRATIONS WATER TIGHT TO PREVENT SEEPAGE INTO ADJOINING SPACE. 15. CONTRACTOR SHALL VIDEO/SCOPE AND JET THE EXISTING SANITARY LINES BACK TO THE LANDLORD SYSTEM AND PROVIDE A STATUS REPORT FOR THE OVERALL DISTANCE AND CONDITION. FURNISH ONE COPY OF THE FINAL REPORT WITH ONE COPY OF THE DVD TO THE LL/OPERATIONS MANAGER AND HELZBERG CONSTRUCTION MANAGER. REFER TO SPECIFICATIONS FOR MORE INFORMATION. SPRINKLER NOTES 1. PROTECT THE BUILDING BY WET PIPE SPRINKLER SYSTEM IN ACCORDANCE WITH SPECIFICATIONS, NATIONAL FIRE.. CODES, AND THE LOCAL FIRE MARSHAL. 2. THE FIRE PROTECTION SYSTEM MATERIALS AND INSTALLATION SHALL COMPLY WITH NFPA 13, STATE, AND LOCAL CODES. BASE SYSTEM DESIGN UPON WATER FLOW TEST READINGS. PROVIDE RISER SHUT OFF VALVES (OS&Y), BACKFLOW PREVENTER, FIRE DEPARTMENT CONNECTIONS, SUPERVISED FLOW, AND TAMPER SWITCHES AS REQUIRED AND IN LOCATION. AS DIRECTED BY LOCAL AHJ. 3. LIGHTING, DUCTWORK, AND POWER DROP LOCATIONS TAKE PRECEDENCE OVER FIRE PROTECTION LINES AND SPRINKLER HEAD LOCATIONS. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS. 4. 5. 6. PROVIDE FIRE SPRINKLER DRAWINGS AND CALCULATIONS. HAVE A PROFESSIONAL ENGINEER SEAL DRAWINGS AND CALCULATIONS WHERE REQUIRED BY AHJ. MODIFY SPRINKLER SYSTEM PER NEW LAYOUT PER APPLICABLE CODES. INSTALL FULLY RECESSED TYPE HEADS. COVER PLATE COLOR TO MATCH FINISH SURFACE COLOR. USE LANDLORD SPECIFIED CONTRACTOR FOR MODIFICATIONS AND ADDITIONS TO SPRINKLER SYSTEM. CONTRACTOR TO PROVIDE COMPLETE SYSTEM INCLUDING DESIGN AND PERMITS. KEYNOTES SEPARATE PERMIT REQUIRED FOR: Mechanical gElectrical Plumbing Gas Piping City of Tukwila u:ANG DIVISION (15.201) CONNECT TO EXISTING 4" SANITARY SEWER IN THIS VICINITY. FIELD VERIFY LOCATION AND DIRECTION OF FLOW AND INVERT PRIOR TO TRENCHING. COORDINATE ALL TRENCHING INVOLVED WITH SEWER ROUTING WITH LANDLORD BEFORE SUBMITTING BID. (15.202) (15.203) (15.204) (15.205) (15.206) CONNECT TO EXISTING SANITARY VENT PIPING IN THIS VICINITY. FIELD VERIFY LOCATION AND SIZE. CONNECT TO EXISTING 3/4" DOMESTIC WATER PIPING IN THIS VICINITY. FIELD VERIFY DOMESTIC WATER PIPE LOCATION AND SIZING. OFFSET WASTE PIPE IN WALL AS REQUIRED TO AVOID STRUCTURAL FOOTING. FIELD VERIFY FOOTING LOCATION AND SIZE. ROUTE CONDENSATE PIPING FROM RTU THROUGH WATERPROOF PENETRATION IN THE SIDE OF RTU CURB INTO SPACE. DISCHARGE CONDENSATE INTO HUB DRAIN BENEATH LAVATORY. RECEIVED CITY OF TUKWILA JAN 10 2013 PERMIT CENTER "PGl3ooi NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. HENDERSON ENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 U S Cr(11 O O C/) CC 0 0 g CC w 0 •O O P -- co C/) W Z LI] w O LO THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or ojher instruments used for an part of this Project which do not bear the Architect's seal, The Architects services are undertaken only in the interest of the Project Owner, No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents, General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. failure to review and integrate the design intent of the whole of the Construction Documents does not relieve -the Contractor from providing a complete Project. COMPLY WITH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained, VERIFY ACTUAL CONDIHONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face' of a material unless otherwise indicated, CALCULATE & MEASURE Amnions iax - DO NOT SCAIf drawings unless olherese directed, p r o j e c t t i t 1 e ,o _I gcno,:g wencencool L°L__I W W I— Q 0 rT1 cr) 0� 0 x p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal wing- i t 1 e PLUMBING FLOOR PLAN d r a w i n g n u m b e r P 1 DUANE S. HENDERSON SECURE PIPE HANGER TO STRUCTURE (TYP) THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER INSTANTANEOUS WATER HEATER SCHEDULE MARK AREA SERVED MANUFACTURER MODEL V/PH/HZ KW IWH1 RESTROOM EEMAX SP3208 208/1/60 3 GENERAL INFORMATION (ALL UNITS): 1. 110°F OUTLET TEMPERATURE. 2. CONTRACTOR SHALL CHOOSE A SCHEDULED UNIT OR A COMPARABLE UNIT OF A DIFFERENT MANUFACTURER. COLD PIPE HOT PIPE CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT INSULATED PIPE HANGER DETAIL NO SCALE AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIR GAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF DISCHARGE PIPE. IF TRAP PRIMER IS INSTALLED IN PARTITION, PROVIDE ACCESS DOOR PER SPECIFICATIONS. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. PROVIDE FLOOR DRAIN BODY OR P—TRAP WITH THREADED TRAP PRIMER CONNECTION. PROVIDE SWEAT TO THREADED ADAPTER. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. PLUMBING FIXTURE SCHEDULE MARK FIXTURE BRANCH SIZES (MINIMUM MANUFACTURER MODEL DESCRIPTION NOTES _ CW HW WASTE VENT WC WATER CLOSET HANDICAP 1/2" -- 4" 2" AMERICAN STANDARD CADET PRO 215AB.104 16-1/2"H ELONGATED BOWL, 1.28 GPF. OVERSIZED 3" FLUSH VALVE PROVIDE AMERICAN STANDARD SEAT 5311.012 "LAUREL" WITHOUT COVER. A,B L1 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4" AMERICAN STANDARD DECLYN 321.075 WALL HUNG, CERAMIX 2000.100 FAUCET, MAX FLOW AT 0.5 GPM, GRID STRAINER AND 1-1/4" P—TRAP A,C,D FCO FLOOR CLEANOUT -- -- -- -- ZURN Z1400 DURA—COATED CAST IRON BODY W/ "LEVEL—TROL", ADJUSTABLE TO FINISH SURFACE F FD1 FLOOR DRAIN -- -- 3" 2" ZURN ZN-415B 6", DURA—COATED CAST IRON BODY, POLISHED NICKEL BRONZE TOP, BOTTOM OUTLET, ADJUSTABLE COLLAR TP1 TRAP PRIMER -- -- -- -- ZURN Z1022 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS INTEGRAL VACUUM BREAKER AND GASKETED ACCESS COVER. -- BALL VALVES -- -- -- -- WILKINS 850 FULL PORT BRASS BALL VALVE WITH LEVER HANDLE GENERAL NOTE (APPLIES TO ALL) 1. SCHEDULE IS COMPREHENSIVE. ALL FIXTURES MAY NOT BE USED. REFER TO DRAWINGS. NOTES: A. FIXTURES TO BE WHITE. B. MOUNT CONTROLS ON ACCESSIBLE SIDE OF TOILET. C. PROVIDE TRUBRO GUARD PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES. D. PROVIDE WATTS SERIES USG—B MIXING VALVE OR EQUAL. E. CONTRACTOR SHALL SELECT MOP SINK AND FAUCET INDICATED OR AN APPROVED EQUAL. F. CLEANOUTS ARE TO BE THE SAME SIZE AS THE PIPES THEY SERVE, UP TO 4". FIELD VERIFY EXACT DEPTH SAWCUT EXISTING CONCRETE WHERE REQUIRED FLOOR SLAB REMOVE SURFACE MATERIAL TO LIMITS SHOWN, REPLACE WITH NEW TO MATCH EXISTING FOR CONCRETE OR ASPHALT, COORDINATE WITH ARCHITECT FINAL BUILDING BASE MATERIALS SUBGRADE LEVEL 4 r' PLASTIC PIPE MARKER OR's WARNING TAPE EXTERIOR TO BUILDING ONLY. K\O FILTER FABRIC. SEE NOTE 1. ///� DEPTH PER ARCHITECT \, COMPACT IN MAXIMUM 8" LAYERS LOOSE (LIFTS) v/\ 4" CONCRETE PIPE PROTECTION \� SLAB WHERE REQUIRED. SEE NOTE 2. PIPING WITH OR WITHOUT INSULATION BOTTOM OF TRENCH EXCAVATION NOTES: 1. PROVIDE FILTER FABRIC LINER FOR TRENCH WHEN BUILDING FILL IS GRAVEL IN LIEU OF NATURAL SOIL. 2. VERIFY WITH LOCAL CODE AND OWNER FOR SPECIFIC LOCATION AND CONCRETE COLOR PRIOR TO INSTALLATION. 3. TRENCH WALL MAY BE VERTICAL TO MAXIMUM OF 4—FEET DEEP IF ALLOWED BY OSHA REQUIREMENTS AND/OR SOIL ENGINEER, ARCHITECT AND CIVIL ENGINEER. OTHERWISE, PROVIDE A MINIMUM SIDE SLOPE OF 1 TO 1 UNLESS OTHERWISE REQUIRED BY SOILS ENGINEER OR CIVIL ENGINEER. UNDISTURBED EARTH OR GRAVEL BUILDING FILL SUB BASE FILL MATERIAL SEE NOTE 3. BEDDING MATERIAL BACKFILL HAND PLACED AND TAMPED — �/\\. MINIMUM 6" COVER OVER TOP \2 OF THE LARGEST PIPE \\ \\\\\//\\\\/�/ BEDDING MATERIAL MINIMUM 6" DEPTH PLASTIC PIPE IN TRENCH DETAIL NO SCALE CONNECT 1/2" PIPE (WITHOUT SHUT—OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF COLD WATER SUPPLY OR VALVED BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWNSTREAM. INSTALL TRAP PRIMER LINE(S) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS, AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON—PUBLIC AREAS. IF PIPE IS BELOW FLOOR SLAB ON GRADE, PROVIDE 1/2" ELASTOMERIC INSULATION FROM PRIMER CONNECTION TO 1" ABOVE FLOOR SLAB. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. TRAP PRIMER IN/OUT WALL NO SCALE IF REQUIRED BY LOCAL AUTHORITIES, PROVIDE SPECIFIED TRAP PRIMER TO DISCHARGE INTO HUB DRAIN WITH 1/2" PIPE. ANCHOR TO WALL. INSTALL HERE (OR ABOVE CEILING PER SEPARATE DETAIL). DISCHARGE INTO HUB DRAIN WITH AIR GAP PER LOCAL CODE REQUIREMENTS 2" HUBBED P—TRAP. INSTALL PARALLEL TO WALL (RATHER THAN PERPENDICULAR AS SHOWN FOR CLARITY) AND ANCHOR TO WALL. INSULATE TRAP IF USED FOR CONDENSATE RECEPTOR. MINIMUM SIDE SLOPE OF TRENCH SHALL BE 1 TO 1 UNLESS OTHERWISE REQUIRED FLOOR SLAB TRENCH AND BACKFILL PER SPECIFICATIONS (TYPICAL) --N RE -VIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION PIPE (TYPICAL) INSTALL PIPING OUTSIDE OF FOUNDATION LOAD—BEARING ZONE, INSIDE AND OUTSIDE OF BUILDING FLOOR SLAB DO NOT INSTALL PIPES THROUGH FOOTING PAD 3" MINIMUM TYPICAL CONCRETE ENCASEMENT EXTEND SLEEVE 12" PAST LOAD BEARING ZONE, BOTH SIDES OF FOOTING PARALLEL INSIDE TO FOOTING 1 OUTSIDE GRADE OR PAVING BUILDING FOOTING OR FOUNDATION PROVIDE PLASTIC PIPE—MARKER WARNING TAPE EXTERIOR TO BUILDING ONLY. DO NOT TRENCH UNDER DRIP LINE OF TREES. GRADE OR PAVING PROVIDE SLEEVES AT PROPER ELEVATION AND LOCATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN PIPE. 6" MINIMUM TYPICAL CONCRETE TRANSVERSE TO FOOTING ENCASEMENT VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATIONS. REFER TO SPECIFICATIONS FOR OTHER CONDITIONS. DO NOT INSTALL PIPES UNDER INTERIOR BUILDING SPREAD FOOTINGS OR PILE CAPS. COORDINATE WITH AFFECTED CONTRACTORS PRIOR TO THE START OF WORK. LAVATORY OR SINK IF SHOWN ON FLOOR PLANS. INDIRECT DRAIN PIPE(S) AS SHOWN ON PLANS, CONCEALED IN WALL OR CHASE PLUMBING VENT PIPE CONNECT TRAP PRIMER TO COLD WATER SUPPLY FOR FIXTURE IF INSTALLED AT SINK, PROVIDE WET VENT SECTION ONE PIPE SIZE LARGER THAN SINK OUTLET PIPE, MINIMUM 2" TYPICAL ESCUTCHEON WASTE PIPE, SAME SIZE AS WET VENT PIPE PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS. PROVIDE PIPE SIZES OF INDIRECT DRAINS AS SHOWN ON PLANS, AND PIPE MATERIALS AS SPECIFIED. IF LAVATORY OR SINK IS HANDICAP ENABLED, INSTALL P—TRAP SO IT DOES NOT ENCROACH ON ADA ACCESSIBILITY SPACE. ALWAYS INSTALL IN AN EXPOSED BUT UNOBTRUSIVE LOCATION. PROVIDE PIPE INCREASER ON HUB DRAIN IF REQUIRED FOR SIZE OR QUANTITY OF INDIRECT DRAIN PIPES. AT CONTRACTOR'S OPTION, HE MAY INSTALL HUB DRAIN ABOVE LAY—IN CEILING IF ALLOWED BY LOCAL AUTHORITIES (AND TRAP PRIMER IF REQUIRED BY LOCAL AUTHORITIES). PROVIDE ENGRAVED PLASTIC LABELS ATTACHED TO WALL NEXT TO WALL PENETRATIONS: "CONDENSATE DRAIN", "OVERFLOW CONDENSATE DRAIN", "RELIEF VALVE DISCHARGE", "WATER HEATER DRAIN PAN", ETCETERA AS APPROPRIATE. 2 NO SCHUB ALEDRAIN ABOVE FLOOR PIPE AND TRENCH LOCATION NO SCALE INSTANTANEOUS ELECTRIC WATER HEATER PER SPECIFICATIONS AND SCHEDULE, MOUNT TO WALL INSTALL PER MANUFACTURER'S INSTRUCTIONS. DISCONNECT SWITCH IS SPECIFIED BY ELECTRICAL LAVATORY OR SINK AS SHOWN ON PLAN FLEXIBLE RISERS TO FIXTURE FAUCET PER SPECIFICATIONS ANGLE STOP VALVES ON TWO COLD WATER SUPPLIES FINISHED FLOOR REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. RECEIVED ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES CITY OF TUKWILA AND LOCATIONS PER MANUFACTURER'S REQUIREMENTS, AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. INSTALL WATER HEATER CLEAR OF ADA REQUIRED SPACE FOR ADA COMPLIANT LAVATORY OR SINK. PROVIDE T&P RELIEF VALVE ON WATER HEATER OUTLET ONLY IFPERMIT CENTER REQUIRED BY LOCAL AUTHORITIES, AND DISCHARGE WERE DIRECTED BY AUTHORITIES. JAN 1 0 2013 INSTANTANEOUS WATER HEATER NO SCALE NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. /1HENDERSONENGINEERS�€ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 N 0 Y CC Z cc w 0 0 0 LU W W J J w 0 J rn vn 0 0 T THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for an part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WITH all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDI11ONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated, CALCIAA1E & MEASURE dimensions - CO NOf SCALE drawings unless oDwrwise directed, p r o j e c t t i t l e J-So p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal d r a w i n g t i t 1 e PLUMBING SCHEDULES AND DETAILS d r a w i n g n u m b e r P2 DUANE S. HENDERSON 15A: Heating, Ventilating, and Air Conditioning: 15A GENERAL INSTRUCTIONS 15A GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 15A DEFINITIONS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING,. PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15A PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL , BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15A COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 15A SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", AND "EQUAL" REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE .CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM, RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3—RING BINDER. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH MOTOR STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND ENGINEER'S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 15A ELECTRONIC DRAWING FILES IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD—ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15A WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15A CUTTING AND PATCHING PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15A ROUGH—IN COORDINATE WITHOUT DELAY ROUGHING—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15A STRUCTURAL STEEL STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. 15A ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 15A PENETRATIONS SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON—SHRINK, NON—HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATIDN, WALL OR FLOOR RATING AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. PROVIDE PREFABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR APPROVED EQUAL. PROVIDE ROOF CURB WITH FACTORY INSTALLED WOOD NAILER; WELDED, 18 GAUGE GALVANIZED STEEL SHELL, BASE PLATE AND FLASHING; 1-1/2" THICK, 3 POUND RIGID INSULATION; FULLY MITERED 3—INCH RAISED CANT; COVER OF WEATHER—RESISTANT, WEATHER—PROOF MATERIAL AND PIPE COLLAR OF WEATHER—RESISTANT MATERIAL WITH STAINLESS STEEL PIPE CLAMPS. PROVIDE BOX FRAMES FOR RECTANGULAR OPENINGS WELDED 12 GAUGE GALVANIZED STEEL ATTACHED TO FORMS AND OF A MAXIMUM DIMENSION ESTABLISHED BY THE ARCHITECT. NOTIFY THE GENERAL CONTRACTOR OR ARCHITECT BEFORE INSTALLING ANY BOX OPENINGS NOT SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. 15A AIR FILTERS PROVIDE FARR 30/30, PLEATED, THROWAWAY TYPE FILTERS, OR SIMILAR AS MANUFACTURED BY AMERICAN AIR FILTER, FLANDERS OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. . AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE FILTERS WHEN NEEDED, BUT NOT LESS THAN EVERY MONTH. ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF FILTERS IN THE UNIT. 15A ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A FINAL TESTING AND ADJUSTMENTS PERFORM TEST READINGS ON FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. PREPARE TESTING AND BALANCING REPORT LOG SHOWING AIR SUPPLY QUANTITIES, AIR ENTERING AND LEAVING TEMPERATURES AND PRESSURES, FAN AND UNIT TEST READINGS, MOTOR VOLTAGE AND AMP DRAWS, ETC., AND SUBMIT SIX COPIES OF THE FINAL COMPILATION OF DATA TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY IMPACT THE SYSTEM OPERATION. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15A EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF COOKING EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN—LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH—IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15A MISCELLANEOUS REMODELING WORK REMOVE ALL UNUSED EQUIPMENT, DUCTWORK, PIPING AND ASSOCIATED SUPPORTS. CAP DUCTWORK AND PIPING AT MAINS AND SEAL AIR AND WATER TIGHT. PROVIDE ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. SEAL AIRTIGHT EXISTING DUCTWORK REQUIRED TO BE ABANDONED IN PLACE OR NOT IN USE AT THE TERMINATION OF THE WORK. CAP AND SEAL WEATHERTIGHT EXISTING ROOF CURBS AND ROOF OPENINGS TO BE ABANDONED IN PLACE AS A RESULT OF EQUIPMENT REMOVAL. CLEAN AND REBALANCE EXISTING DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES INTENDED FOR REUSE AS REQUIRED OR AS INDICATED ON DRAWINGS. CLEAN AND REFURBISH EXISTING HVAC EQUIPMENT INTENDED FOR REUSE AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. 15A BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15A MECHANICAL IDENTIFICATION PROVIDE MANUFACTURER'S STANDARD PRE—PRINTED, SEMI—RIGID SNAP—ON OR PERMANENT ADHESIVE, PRESSURE—SENSITIVE VINYL PIPE MARKERS. COLOR CODE PIPE MARKERS TO COMPLY WITH ANSI A13.1. INSTALL PIPE MARKERS ON EACH HVAC PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON—CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH HVAC PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY—FABRICATED EQUIPMENT UNITS, AND SHUT—OFF VALVES AT HVAC TERMINAL DEVICES AND SIMILAR ROUGH—IN CONNECTIONS OF END—USE FIXTURES AND UNITS. PROVIDE MANUFACTURER'S STANDARD LAMINATED PLASTIC, COLOR CODED EQUIPMENT MARKERS. CONFORM TO THE FOLLOWING COLOR CODE: GREEN FOR COOLING; YELLOW FOR HEATING; YELLOW/GREEN FOR COMBINATION COOLING AND HEATING; BROWN FOR ENERGY RECLAMATION; BLUE FOR OTHER EQUIPMENT TYPES. CONFORM TO ANSI A13.1 FOR HAZARDOUS EQUIPMENT. PROVIDE STENCILED SIGNS FOR EQUIPMENT IDENTIFICATION AT CONTRACTOR'S OPTION OR WHERE DISTANCE OF REQUIRED IDENTIFICATION REQUIRES LETTERING LARGER THAN 1 INCH HEIGHT. STENCIL PAINT SHALL BE EXTERIOR TYPE, OIL—BASED, ALKYD ENAMEL, MINIMUM 1-1/4 INCH HEIGHT OR GREATER AS REQUIRED FOR LONG DISTANCE IDENTIFICATION, WHITE OR BLACK COLOR FOR BEST CONTRAST. PROVIDE DUCT MARKERS OR PROVIDE STENCILED SIGNS AND ARROWS INDICATING DUCTWORK SERVICE AND FLOW DIRECTION IN BLACK OR WHITE LETTERING FOR BEST CONTRAST WITH DUCT OR INSULATION COLOR. LOCATE MARKERS MAXIMUM 50 FEET ALONG EACH DUCT SIDE AND WITHIN 5 FEET OF ALL CONTROL AND BALANCING DAMPERS OR BRANCH DUCTS MORE THAN 25 FEET LENGTH AND WITHIN 5 FEET ON EACH SIDE OF WALL, FLOOR, AND CEILING PENETRATIONS. PROVIDE ADDITIONAL MARKERS IN CONGESTED AREAS OR AT MULTIPLE DUCT RUNS AS REQUIRED FOR CLARITY. 15A SEISMIC REQUIREMENTS SEISMIC PROTECTION FOR SEISMIC CONCERNS OF ALL MECHANICAL AND ELECTRIC SYSTEMS EXCEPT FIRE PROTECTION SYSTEMS MUST MEET MINIMUM REQUIREMENTS OF 2009 IBC FOR BUILDINGS CLASSIFIED AS SEISMIC USE GROUP II AND SEISMIC DESIGN CATEGORY D. SEISMIC PROTECTION OF WATER PIPES FOR FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PROVISIONS OF NFPA 13. SEISMIC RESTRAINTS, ISOLATORS, AND ISOLATION MATERIALS SHALL BE OF THE SAME MANUFACTURER, SHALL BE CERTIFIED BY THE MANUFACTURER AND SHALL BE BY AMBER/BOOTH COMPANY, INC., KINETICS NOISE CONTROL, INC., LOOS & COMPANY, INC., MASON INDUSTRIES, INC. OR UNI—STRUT. RESTRAINING DEVICES SHALL HAVE A PRE—APPROVAL NUMBER FROM CALIFORNIA OSHPD OR OTHER RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS. THE REQUIREMENTS FOR SEISMIC PROTECTION MEASURES TO BE APPLIED TO MECHANICAL/ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL CODES AND WITH MANUFACTURER'S REQUIREMENTS, THE MOST STRINGENT SHALL APPLY. ALL ANCHOR CONNECTIONS TO STRUCTURE FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGARDLESS OF THE NEED FOR SEISMIC RESTRAINTS, SHALL BE SHOWN ON SHOP DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE TYPE AND LOCATION OF SEISMIC RESTRAINTS REQUIRED FOR THE MECHANICAL AND ELECTRICAL ELEMENTS SHOWN ON THE CONTRACT DRAWINGS BASED ON THE SEISMIC CODE CRITERIA STATED ABOVE, THE SIZE AND WEIGHT OF THE SUPPORTED ELEMENT AND THE DISTANCE FROM STRUCTURE THAT THE ELEMENT WILL BE INSTALLED. THE CONTRACTOR SHALL SUBMIT DESCRIPTIVE CATALOG DATA OF SEISMIC RESTRAINTS, SHOP DRAWINGS SHOWING THE TYPES, LOCATIONS AND INSTALLATION DETAILS OF SEISMIC RESTRAINTS AND CALCULATIONS SHOWING THAT THE SEISMIC RESTRAINTS MEET THE SEISMIC REQUIREMENTS TO THE ENGINEER OF RECORD AND TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL. CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT LOCATION AND EMPLOYED BY THE MANUFACTURER OF THE SEISMIC RESTRAINT PRODUCTS. CALCULATIONS SHALL INCLUDE DEAD LOADS, STATIC SEISMIC LOADS AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS TO EQUIPMENT AND STRUCTURE. 15A DUCT INSULATION. DUCTWORK, ACCESSORIES, FLUES AND FANS 15A DUCT INSULATION PROVIDE DUCT LINER IN RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1-1/2" THICK 2 POUND DENSITY FIBERGLASS, MINIMUM R-5.0 CERTAINTEED CORP. "TOUGHGARD" OR EQUIVALENT OWENS—CORNING OR KNAUF LONG TEXTILE FIBER DUCT LINER. LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH LINER ADHESIVE AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. COVER CONCEALED, RIGID DUCTWORK WITH 2" THICK, 3/4 POUND DENSITY, MINIMUM R-5.0 DUCT WRAP, CERTAINTEED OR EQUIVALENT OWENS—CORNING OR KNAUF WITH HEAVY—DUTY FOIL—SCRIM—KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE AS FOLLOWS: A. ROUND AND RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. COVER OUTDOOR AIR, EXHAUST AIR AND RELIEF AIR PLENUMS CONNECTED TO EXTERIOR LOUVERS WITH 1-1/2" THICK, 1.5 POUND DENSITY, RIGID FIBERGLASS INSULATION CONFORMING TO ASTM C612, CLASS 1. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A DUCTWORK PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26—GAUGE SHEET METAL.. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1" W.G. CONSTRUCT EXHAUST DUCTWORK DOWNSTREAM OF FANS TO MEET SMACNA POSITIVE PRESSURE OF 1" W.G. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010 , UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. FOR DUCTS WITH PRESSURE CLASSIFICATION OF 2" W.G. AND GREATER SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. PROVIDE RADIUS ELBOWS, TURNS, AND OFFSETS WITH A MINIMUM CENTERLINE RADIUS OF 1-1/2 TIMES THE DUCT WIDTH. WHERE SPACE DOES NOT PERMIT FULL RADIUS ELBOWS, PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, WHERE SHOWN ON THE DRAWINGS, OR AT THE OPTION OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT REQUIRE TURNING VANES. MITERED ELBOWS 45—DEGREES AND GREATER SHALL HAVE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK, RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. DO NOT INSTALL VANES IN GREASE DUCTWORK. DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS OF FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS SHALL BE NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO—DYNE, ELGEN, VENTFABRIC OR EQUAL. FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH MINIMUM 1-1/2" SLACK. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukuvila BUILDING DIVISION G (3OO7 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS Sc SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER ri HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 O_ N co co Y cc o_ 0 Z g LU 0 • O O ti 1- E5 (1) W Z uJ —J J w 0 J LO U) O O T THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or oilier instruments used for any part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of ConstnrcUon Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve -the Contractor from providing a complete Project COMPLY WRH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable, Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDDIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibi ity for satisfactory installation, DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. C WJLATE & MEASURE dimensions - DO NIX SCALE drawings unless otherwise directed, p r o j e c t t i t 1 e J hk LJJ Q c.,) J LU Z w F- 0 00 CV 00 0o Go O, p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01,04.13 drawingrevisions No. Description: Date: professionalseal d r a w i n g t i t I e MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP1 PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1" WG PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. OMIT DAMPER AT TAKEOFF FITTING WHEN DAMPER IS LOCATED DOWNSTREAM OF TAKEOFF. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY MODEL RT -250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE, DIRECT, TWO—WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE 14" & UNDER 15" THRU 26" 28" THRU 36" 38" THRU 50" 52" THRU 60" DUCT GAUGE 26 24 22 20 18 FITTING GAUGE 24 22 20 20 18 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY— MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY—MANUFACTURED ROUND DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 8B, THERMAFLEX TYPE G—KM, M—KE, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, R-5.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED FULLY EXTENDED AND STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUPPORT FLEXIBLE DUCT AT MAXIMUM 5 FEET ON CENTER AND WITHIN 6 INCHES OF BENDS. BENDS SHALL NOT EXCEED A CENTERLINE RADIUS OF ONE DUCT DIAMETER. DUCT SAG SHALL NOT EXCEED 1/2 INCH. SUPPORTING MATERIAL IN DIRECT CONTACT WITH THE DUCT SHALL NOT BE LESS THAN 1-1/2 INCHES IN WIDTH. CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED BY THE MANUFACTURER. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON—METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL -1818 AND MARKED 181B—C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 181B AND MARKED 181B—FX. 15A AIR DEVICES PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. PROVIDE CEILING MOUNTED AIR DEVICES OF LAY—IN OR SURFACE MOUNTED TYPE AS REQUIRED TO BE COMPATIBLE WITH CEILING CONSTRUCTION. PROVIDE CEILING DIFFUSERS AND GRILLES WITH WHITE ENAMEL FINISH UNLESS NOTED OTHERWISE. 15A EXHAUST AIR SYSTEMS PROVIDE CEILING MOUNTED EXHAUST FANS AS SCHEDULED ON THE DRAWINGS, OR EQUAL COOK, GREENHECK, CARNES, TWIN CITY FANS, ACME OR PENNBARRY COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE DISCONNECT SWITCH, BACKDRAFT DAMPER, DISCHARGE DUCT, AND NEOPRENE VIBRATION ISOLATORS WITH ALL—THREAD HANGING RODS. 15A HVAC EQUIPMENT 15A ROOFTOP UNITS (ELECTRIC HEAT) 3-25 TONS PROVIDE ELECTRIC COOLING, ELECTRIC HEATING ROOFTOP UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY TRANE, CARRIER, MON, JOHNSON CONTROLS, MCQUAY, LENNOX OR YORK, COMPLETE WITH FACTORY INSTALLED DIRECT—DRIVE HERMETIC COMPRESSORS WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT—IN MOTOR THERMAL OVERLOAD PROTECTION, CRANKCASE HEATER, AND LOW PRESSURE SWITCHES; DIRECT EXPANSION COOLING AND CONDENSING COILS, MINIMUM SEER OR EER RATING (COOLING) AS REQUIRED BY THE APPLICABLE ENERGY CODE OR GREATER IF SCHEDULED ON THE DRAWINGS; CENTRIFUGAL EVAPORATOR BLOWER; AIR FILTER RACK WITH 2? THICK THROWAWAY FILTERS PROPELLER TYPE CONDENSER FAN; ELECTRIC HEAT MODULES CONSTRUCTED OF HEAVY—DUTY NICKEL CHROMIUM ELEMENTS (UL LISTED) WITH CODE REQUIRED INTEGRAL SAFETY FEATURES AND CONTROLS INCLUDING AUTOMATIC RESET HIGH LIMIT; COMPLETE FACTORY INSTALLED MICRO—PROCESSOR CONTROLS INCLUDING ANTI—SHORT CYCLE TIMERS, TIME DELAY RELAYS AND MINIMUM ?ON? TIME CONTROLS; BUILT—IN THERMAL OVERLOAD PROTECTION ON MOTORS AND COMPRESSORS; 100 PERCENT OUTDOOR AIR DRY—BULB ECONOMIZER WITH BAROMETRIC RELIEF DAMPER.; WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER -RESISTANT BAKED ENAMEL FINISH; MINIMUM INSULATED DOWNFLOW STANDARD ROOF CURB WITH MINIMUM HEIGHT OF 12 INCHES FOR ROOFS WITH NO INSULATION, 14? FOR ROOFS WITH INSULATION OR AS SCHEDULED ON THE DRAWINGS; SINGLE POINT ELECTRICAL POWER CONNECTION. PROVIDE SLOPED ROOF CURB AS REQUIRED TO MATCH SLOPE OF ROOF STRUCTURE SO THAT UNIT IS INSTALLED LEVEL. PROVIDE GUARDS OR LOUVERED PANELS TO PROTECT THE CONDENSER COIL FROM HAIL OR OTHER DAMAGE. PROVIDE A 125 VAC, 20 AMP DUPLEX CONVENIENCE RECEPTACLE MOUNTED TO UNIT READY FOR FIELD WIRING WITH A COVER UL LISTED FOR WET AND DAMP LOCATIONS WHEN IN USE. PROVIDE HONEYWELL OR EQUAL ELECTRONIC PROGRAMMABLE TYPE THERMOSTAT, SEVEN— DAY MODEL, MANUAL CHANGEOVER, SWITCHING SUBBASE, MULTI—STAGE AS REQUIRED TO MATCH UNIT COOLING/HEATING STAGING. PROVIDE UL LISTED SMOKE DETECTORS AS REQUIRED BY CODE TO SHUT DOWN ROOFTOP UNIT UPON DETECTION OF SMOKE. FACTORY—INSTALL SMOKE DETECTORS IN ROOF TOP UNIT SUPPLY AND RETURN AIR PLENUMS PROVIDE UNIT COMPLETE WITH MANUFACTURER'S ONE YEAR GUARANTEE ON COMPONENTS PLUS AN ADDITIONAL FOUR YEAR GUARANTEE ON THE COMPRESSORS AND HEAT EXCHANGERS. UUANt 5. HtNUUKUN 15A TEMPERATURE CONTROLS 15A GENERAL REQUIREMENTS PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS, DAMPER MOTORS, AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE CONTROLLER. PROVIDE SUPERVISION AND ON—JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE OF THE SYSTEM BY THE ARCHITECT/ENGINEER. CORRECT DEFECTS OCCURRING DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 15A SEQUENCE OF OPERATION 15A ROOFTOP UNIT CONTROL (FIXED DRY BULB ECONOMIZER) DURING _OCCUPIED HOURS, OPERATE ROOFTOP UNIT SUPPLY FAN CONTINUOUSLY AND OPEN OUTDOOR AIR DAMPER TO MINIMUM POSITION TO MAINTAIN MINIMUM VENTILATION. CYCLE STAGE(S) OF COOLING AND HEATING TO MAINTAIN ROOM THERMOSTAT SET POINT (75 DEGREES FAHRENHEIT COOLING, 72 DEGREES FAHRENHEIT HEATING). ENABLE DRY BULB TYPE OUTDOOR AIR ECONOMIZER FOR FIRST STAGE COOLING TO MAINTAIN DISCHARGE AIR TEMPERATURE SET POINT (55 DEGREES F, ADJUSTABLE) WHEN OUTDOOR AMBIENT TEMPERATURE REACHES 60 DEGREES FAHRENHEIT OR BELOW AND OPERATE MECHANICAL COOLING AS NEEDED TO MAINTAIN SPACE TEMPERATURE. OPEN MOTORIZED DAMPER IN RELIEF LOUVER WHEN SPACE PRESSURE EXCEEDS 0.1? W.C.. RETURN THE ECONOMIZER TO MINIMUM POSITION WHEN AMBIENT TEMPERATURE IS ABOVE 60 DEGREES FAHRENHEIT OR WHEN DISCHARGE AIR TEMPERATURE DROPS BELOW 50 DEGREES FAHRENHEIT. SMOKE DETECTORS SHALL SHUTDOWN UNIT UPON ALARM. DURING UNOCCUPIED HOURS, CYCLE THE ROOFTOP UNIT SUPPLY FAN AND COOLING OR HEATING SYSTEM TO MAINTAIN UNOCCUPIED SETBACK TEMPERATURE SET POINTS. OUTDOOR AIR DAMPER SHALL BE CLOSED DURING UNOCCUPIED HOURS. 15A TENANT RESTROOM EXHAUST FAN CONTROL EXHAUST FAN SHALL BE INTERLOCKED WITH RESPECTIVE RESTROOM LIGHT SWITCH AND BE ENERGIZED WHEN LIGHT SWITCH IS ?ON? AND DE—ENERGIZED WHEN LIGHT SWITCH IS ?OFF?. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 • City of Tukwila BUILDING DIVISION G 1 3-00 7 N OTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER riHENDERSON ENGiNEERSM 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 _O N co Y cc Z cc W 0 • 0 0 W H 5 0) W uJ J L!J O J Ln Ln THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the onginal, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architect's services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity, RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Constnrction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the ConstrucUon Documents does not relieve the Contractor from providing a complete Project. COMPLY RI all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained, VERIFY ACTUAL CONDI11ONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Wok and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. CR UTATE & MEASURE 6measioru — DD IMI SONE drawings unless otherwise dreded. p r o j e c t t i t 1 e J -0 Ci DA i i A —1 Q 1 w aliVICN.L) W MAI LcQiCi Q 1QUJZF F i: L.1 IL' r- OUz 1 w Q(�I—o = c� O§ O (,n CV p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal f l d r a w i n g t i t MECHANICAL SPECIFICATIONS d r a w i n g n u m b e MP2 r UUANt J. htNUtKJUN SECTION 15B: PLUMBING: 15B GENERAL INSTRUCTIONS 15B GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND THE ENTIRE PLUMBING SYSTEM AS LABOR REQUIRED TO COMPLETE REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 158 DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15B PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 158 MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OTHERWISE GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER—PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 158 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE -NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 158 SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3—RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 15B ELECTRONIC DRAWINGS IN PREPARATION OF SHOP OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15B WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE—IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL—TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 158 CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B ROUGH—IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. 15B ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B PENETRATIONS PROVIDE SLEEVES FOR PIPES PASSING THROUGH ABOVE GRADE CONCRETE OR MASONRY WALLS, CONCRETE FLOOR OR ROOF SLABS. SLEEVES ARE NOT REQUIRED FOR CORE DRILLED HOLES IN EXISTING MASONRY WALLS, CONCRETE FLOORS OR ROOFS. PROVIDE 10 GAUGE GALVANIZED STEEL SLEEVES FOR SLEEVES 6" AND SMALLER. PROVIDE GALVANIZED SHEET METAL SLEEVES FOR LARGER THAN 6". SCHEDULE 40 PVC SLEEVES ARE ACCEPTABLE FOR INSTALLATION IN AREAS WITHOUT RETURN AIR PLENUMS. SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON—SHRINK, NON—HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPINGS. PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR FLOOR RATING AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. EXTEND PIPE INSULATION FOR INSULATED PIPE THROUGH FLOOR, WALL AND ROOF PENETRATIONS, INCLUDING FIRE RATED WALLS AND FLOORS. THE VAPOR BARRIER SHALL BE MAINTAINED. SIZE SLEEVE FOR A MINIMUM OF 1" ANNULAR CLEAR SPACE BETWEEN INSIDE OF SLEEVE AND OUTSIDE OF INSULATION. SEAL CONCRETE OR MASONRY EXTERIOR WALL PENETRATIONS BELOW GRADE WITH "WALL PIPES" AND MECHANICAL SLEEVE SEALS. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO, INC. AND METRAFLEX. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JOSAM, JAY R. SMITH, WADE, WATTS OR ZURN. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SCHEDULE 40 PVC PIPE SLEEVES FOR VERTICAL PRESSURE PIPE PASSING THROUGH CONCRETE SLAB ON GRADE. SLEEVES SHALL BE ONE NOMINAL PIPE SIZE LARGER THAN THE PIPE SERVED AND TWO PIPE SIZES LARGER THAN PIPE SERVED FOR DUCTILE IRON PIPES WITH RESTRAINING RODS. SEAL WATER—TIGHT WITH SILICONE CAULK. PROVIDE 1/2" THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON—PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND BELOW THE CONCRETE SLAB. 15B ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. 15B MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS—TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW—CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB—FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER—TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING WILL BE IN OPERATION DURING NORMAL WORK—DAY HOURS. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15B SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY—FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. 15B GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, DEFECTS REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B PLUMBING PIPING 15B PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, AND HOT WATER): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T—DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. UNDERGROUND DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND SILVER SOLDER (SILFOS) JOINTS. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. UNDERGROUND DOMESTIC WATER PIPING 3" AND LARGER SHALL BE CLASS 52 DUCTILE IRON MEETING THE REQUIREMENTS OF ANSI / AWWA STANDARD C151/A21.51. PIPING SHALL BE DOUBLE CEMENT LINED IN ACCORDANCE WITH ANSI / AWWA STANDARD C104/A21.4. FITTINGS SHALL HAVE MECHANICAL JOINTS. AT CONTRACTOR'S OPTION, PIPE JOINTS IN STRAIGHT RUNS (NOT AT FITTINGS) AND NOT INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING SLAB MAY BE PUSH—ON JOINTS. JOINTS SHALL CONFORM TO THE REQUIREMENTS OF ANSI 21.11. INTERIOR WASTE AND VENT ABOVE AND BELOW SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. ABOVE GRADE VENT PIPING 1 1/2" AND SMALLER MAY BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH THREADED COUPLINGS. CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4" AND LARGER WASTE CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST IRON PIPE. 15B PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE—PIECE FIBERGLASS COVERING WITH FIRE—RESISTANT JACKET WITH SELF— SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS—CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS—MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B—LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING .IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE—PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD— FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. THREADED STEEL PIPE: THREADED JOINTS SHALL BE FULL AND CLEAN, CUT WITH NOT MORE THAN THREE (3) THREADS EXPOSED BEYOND THE FITTINGS. MAKE JOINTS TIGHT WITH GRAPHITE BASE PIPE JOINT COMPOUND AND PAINT EXPOSED THREADS OF FERROUS PIPE WITH ACID- RESISTING PAINT AFTER PIPING HAS BEEN TESTED AND PROVEN TIGHT. NO CAULKING, LAMP— WICK OR OTHER MATERIAL WILL BE PERMITTED FOR CORRECTION OF DEFECTIVE JOINTS. CAST IRON PIPE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 NSF CERTIFIED BY ANACO, IDEAL, MISSON OR TYLER. JOINTS IN STORM PIPING, INCLUDING CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP—ALL "HI TORQUE" 125 IN. LB. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME—PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC—PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL— TO—COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. PG 007 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 10 2013 PERMIT CENTER HENDERSON ENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 O co U) cc a_ 0 Z c 0 • O O ti W H 5 W Z LU —J J UJ 0 —J O O THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for any part of this Project which do not bear the Architect's seal. The Architect's services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve -the Contractor from providing a complete Project. COMPLY RI all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment Rem to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN ore to finish face of a material unless otherwise indicated, CALCUTATE & MEASURE dimensions - DO NOT SCALE drawings unless ofrrase directed, p r o j e c t t i t 1 e _,, Ci,,, _J L g4rn 0.. -,) oo riCNIC_io0 9 ...,_ Lll —1 0011_1=!, i LLJ 1--1 Q OUe LL = O OO co p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal _] dr a wing 1 t 1 e MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP3 HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B— LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B—LINE 6183170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B—LINE #63170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B—LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B—LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B—LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. STEEL PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER SHALL BE B—LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR 2-1/2" AND LARGER SHALL BE B— LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B—LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B—LINE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B—LINE #63031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B—LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B—LINE #63058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER — EVERY 6' WITH 3/8"HANGER RODS; 2" EVERY 10' WITH 3/8"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WITH 1/2" RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. STEEL PIPE: 1" AND SMALLER — EVERY 8' WITH 3/8" HANGER RODS; 1-1/4" TO 2" EVERY 10' WITH 3/8" HANGER RODS; 2-1/2" AND 3" EVERY 10' WITH 1/2" HANGER RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL STEEL PIPE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8" AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. BELOW GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. INSTALL PIPE WITH THE BARREL OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF EXISTING SEWER, SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE DETERMINED. ABOVE GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12" OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B PLUMBING SPECIALTIES 15B AIR CHAMBERS. WATER HAMMER ARRESTORS. AND TRAPS PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER—SEALED SELF—CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B CLEANOUTS. FLOOR DRAINS AND ROOF DRAINS CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. ACCEPTABLE MANUFACTURERS ARE JOSAM, SMITH, WADE, WATTS, AND ZURN. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18" CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. FLOOR DRAINS: SHALL BE AS SCHEDULED ON THE DRAWINGS. FLOOR CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4" SIZE FOR PIPES LARGER THAN 4". DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH—IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. 15B VALVES BALL VALVES (MAY BE USED IN LIEU OF GATE VALVES UP TO 2"): 2" AND SMALLER NIBCO #S-685- 80—LF; TWO PIECE LEAD FREE BRONZE BODY, WITH SOLDERED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW—OUT PROOF STEM. 15B PLUMBING FIXTURES AND EQUIPMENT 158 PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY AMERICAN— STANDARD OR APPROVED EQUAL BY CRANE, ELJER, GERBER, KOHLER, SLOAN VALVE CO, TOTO— KIKI OR ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY ACORN / AQUA, HALSEY TAYLOR OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN— WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE, WITHOUT PIT HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE SEALANT OF A MATCHING COLOR. 15B PLUMBING FIXTURE TRIM FAUCETS AND TRIM IN CONTACT WITH DRINKING WATER SHALL MEET OR EXCEED THE SAFE WATER DRINKING ACT (SWDA) LEAD—FREE STANDARDS OF ANSI/NSF STANDARD 61, SECTION 9. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, SPEAKMEN, ZURN, OR T&S BRASS. FIXTURE P—TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. LAVATORY, SINK AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC, PROFLO OR ZURN. LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH 1- 1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO -2000", PROFLO, TRAP—WRAP OR TRU—BRO. 15B WATER HEATER WATER HEATER SHALL BE CHRONOMITE, EEMAX, CONTROLLED ENERGY CORP, PVI OR STEIBEL ELTRON WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE WALL—MOUNTED, TANKLESS, POINT—OF—USE TYPE WITH THERMOSTATIC CONTROL, FLOW SWITCH, COMPLETELY PRE—WIRED AND JACKET, UL APPROVED. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION ?GoO7 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 10 2013 PERMIT CENTER HENDERSON ENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 O_ CO c0 Y Y i N • O oY Z cr• W • N O N • of O co N. • H O Cq `• W Z O W J • W F.) O -E J a LO Lr) O O THIS DRAINING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents, drawings or oilier instruments used for any part of this Project which do not bear the Architect's seal. The Architect s services are undertaken onty in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents. does not relieve the Contractor from providing a complete Project. COMPLY WITH all lows, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment item to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. CALCULATE & MEASURE dimensions - OO NOT SCALAE drawings unless otherwise directed. p r o j e c t t i t 1 e p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP4 FIRE SPRINKLER GENERAL NOTES: 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH NFPA 13. SYSTEM SHALL ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH OTHER TRADES. 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK OF COORDINATION AND TO MEET AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. 4. MODIFY EXISTING SPRINKLER SYSTEM. RELOCATE AND/OR PROVIDE ADDITIONAL SPRINKLERS, PIPING, HANGERS, ETC. COORDINATE WITH WALLS, CEILINGS, LIGHTS, DIFFUSERS, STRUCTURE, OBSTRUCTIONS, ETC., IN AREAS AFFECTED BY SCOPE OF WORK. 5. COORDINATE SPRINKLER SYSTEM MODIFICATIONS TO MINIMIZE SYSTEM IMPAIRMENT. PROVIDE FIRE WATCH AND INTERIM FIRE PROTECTION MEASURES WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, INSURANCE CARRIER OR OWNER. 6. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA 70. 7. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT -PRODUCING SOURCES WITH NFPA 13. 8. DO NOT CONNECT MORE THAN ONE SPRINKLER TO AN EXISTING ONE - INCH OUTLET. 9. REMOVE ALL ABANDONED PIPING, FITTINGS, HANGERS, ETC. 10. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO THE OWNER. 11. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FIRE SPRINKLER DEMOLITION NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO ,SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED TO BE REMOVED. 5. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THIS PROJECT. PROVIDE ALL TEMPORARY DESIGN AND/OR CONFIGURATIONS THAT MEET APPLICABLE CODE REQUIREMENTS AS NECESSARY TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 6. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. 7. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY THE BUILDING OWNER, LANDLORD, THE LEASER AND ADJACENT TENANTS AS APPLICABLE A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS WORK. 8. 9. 10. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED MATERIALS FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT BE ACCEPTABLE. I FOR NEW AND EQUIPMENT T 0 REMAIN AVOID DAMAGING EXISTING SURFACES Q INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE FIRE SPRINKLER COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. 11. FIRE SPRINKLER SYSTEM(S) NOT ASSOCIATED WITH THE DEMOLITION SHALL BE LEFT IN SERVICE AS APPLICABLE. 12. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT, ENGINEER AND/OR OWNER OF ANY DAMAGED AND/OR MALFUNCTIONING COMPONENTS. 13. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. DUANE. S. NhNDLNSON SECTION 15C: AUTOMATIC SPRINKLER SYSTEM: 15C GENERAL 15C GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER TO SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN. 15C DEFINITIONS FURNISH: THE TERM ?FURNISH? IS USED TO MEAN ?SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS.? INSTALL: THE TERM ?INSTALL? IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL ?UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.? PROVIDE: THE TERM ?PROVIDE? MEANS ?TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.? FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, ?ENGINEER? IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE ?ARCHITECT?. AHJ: THE CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", ?EQUIVALENT?, OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN ?ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED?. THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15C INSPECTION OF SITE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15C SCOPE PROVIDE COMPLETE WITH ALL RELATED ITEMS, A WET -PIPE, AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE BUILDING, OR AREA OF WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE APPROVED AND STATE LICENSED FOR DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEMS. THE WORK DONE UNDER THIS SECTION SHALL BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN ARE EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE OF PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS. PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING WATERFLOW ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM CONTROL VALVES. PROVIDE A NOTIFICATION APPLIANCE ACCEPTABLE TO THE AHJ ON THE EXTERIOR OF THE BUILDING AT 8? -0? ABOVE FINISHED GRADE ADJACENT TO THE FIRE DEPARTMENT CONNECTION. H COORDINATE ALL WIRING AND CONDUIT FOR A COMPLETE AND FUNCTIONAL INSTALLATION. SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA 13, 24, UNDERWRITERS LABORATORIES (UL), AND MUST BE ACCEPTABLE TO THE OWNER?S INSURER, THE AHJ AND ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO THE FOLLOWING: 1) ALL UNDERGROUND PIPING (WHICH PERTAINS TO THE FIRE SPRINKLER SYSTEM) AS INDICATED ON THE DRAWINGS, INCLUDING ALL REQUIRED PIPE, VALVES, ETC., AS WELL AS THE REQUIRED PREPARATORY AND FINISHING WORK SUCH AS TRENCHING, BACKFILLING, AND PAVEMENT REPLACEMENT. PROVIDE THRUST BLOCKS, SUPERVISED POST INDICATING VALVE, AND VALVE PIT AS REQUIRED OR SHOWN ON DRAWINGS. 2) CONNECTION TO CITY MAIN SHALL BE A WET TAP AND SHALL INCLUDE ALL REQUIRED FITTINGS, VALVES, METER VAULTS, BACKFLOW PREVENTERS, BACKFLOW PREVENTER VAULT, ETC. PROVIDE BACKFLOW PREVENTION EQUIPMENT AS REQUIRED BY LOCAL CODES. 3) DESIGN AND INSTALLATION OF A COMPLETE WET -PIPE, AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. 4) PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES BELOW 40' F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING OF THE FIRE PROTECTION SYSTEM. 5) PROVIDE OVERHEAD SPRINKLER SYSTEM FOR FREEZERS AND COOLER BOXES. SPRINKLERS WITHIN COOLERS AND FREEZERS SHALL BE OF THE DRY PENDENT TYPE. 6) INSTALLATION OF THE FIRE SPRINKLER MONITORING PANEL ADJACENT TO THE SPRINKLER RISER AS INDICATED ON THE DRAWINGS. COORDINATE THE CONNECTION OF ALL INSTALLED FIRE SPRINKLER ALARM DEVICES. 15C SYSTEM DESIGN CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS WITH THE OWNER?S INSURER PRIOR TO DESIGNING THE SYSTEM. WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED BEFORE SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12 MONTHS PRIOR TO THE SUBMITTAL OF SPRINKLER SHOP DRAWINGS. ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. HYDRAULIC CALCULATIONS SHALL BE SUBMITTED INCLUDING SUPPLY AND DEMAND GRAPH; ALL HYDRAULIC REFERENCE POINTS AND AREA OF APPLICATION SHALL APPEAR ON THE PLAN. CONTRACTOR SHALL VERIFY WITH AHJ ANY MINIMUM SAFETY FACTOR REQUIREMENTS. DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE DEMAND POINT. PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR LIGHT HAZARD, 0.10 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 100 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. PROTECT MECHANICAL, ELECTRICAL AND STORAGE AREAS/ROOMS WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 1, 0.15 GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA OR ENTIRE AREA, WHICHEVER IS SMALLER. INCLUDE MINIMUM 250 GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. RESTAURANT SEATING AREAS MAY BE DESIGNED FOR LIGHT HAZARD DENSITY WITH THE APPROVAL OF THE AHJ. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC CALCULATIONS, THE FINAL SYSTEM DESIGN, AND THE LAYOUT OF ALL COMPONENTS OF THE SYSTEM AS REQUIRED FOR APPROVAL BY THE OWNER?S INSURER AND THE AHJ. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS CONTRACTOR. DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILAR ASPECTS REQUIRE CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND STRUCTURAL ENGINEER?S WRITTEN APPROVAL. ANY EXCESSIVE REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID PERIOD. SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED (SHELL) SPACES. THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE SPRINKLERS. 15C SHOP DRAWINGS SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE FURNISHED TO THE ARCHITECT AND/OR ENGINEER, FOR HIS APPROVAL. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI?S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI?S ENGINEERS? SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI?S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH ?ELECTRONIC DRAWING FILES? FOR PROCEDURES TO BE USED. SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 FOR WORKING LEVEL DRAWINGS AND SHALL INCLUDE THE FOLLOWING: 1) SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS TO ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES, LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK, STRUCTURE, SOFFITS, OBSTRUCTIONS, ETC. LOCATION OF RISERS, PIPING, ETC., SHALL BE AS INCONSPICUOUS AS POSSIBLE AND SHALL FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN CAPABILITIES AND DEMAND SHALL ALSO BE NOTED ON THE DRAWINGS. 2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S NAME AND CATALOG NUMBER. 3) HYDRAULIC CALCULATIONS. 4) PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS. CLEARLY INDICATE COMPONENTS TO BE USED WHERE MULTIPLE COMPONENTS APPEAR ON THE SAME CUT SHEET. WHERE REQUIRED BY THE AHJ, CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PROFESSIONAL ENGINEER OR NICET STAMP AND SIGNATURE ON THEIR SHOP DRAWING. SUBMITTAL. HEI IS NOT RESPONSIBLE AND WILL NOT PROVIDE THIS. SHOP DRAWINGS SHALL BE PRODUCED USING COMPUTER AIDED DESIGN. HAND DRAWN DOCUMENTS WILL NOT BE REVIEWED OR APPROVED. REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND ENGINEER?S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 15C ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD VERSION 14, 2006 OR DXF FORMAT, AS DESIRED, FROM THE ENGINEER FOR A FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR A SET OF MORE THAN 12 SHEETS. CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15C RECORD DRAWINGS DURING PROGRESS OF THE WORK OF THIS SECTION, THIS CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD INFORMATION TO THREE IDENTICAL SETS OF THE APPROVED SHOP DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL DESCRIBED BELOW. 15C SYSTEM MANUAL UPON COMPLETION OF THE INSTALLATION, AND AS A CONDITION OF ITS ACCEPTANCE, CONTRACTOR SHALL COMPILE THREE 8-1/2" BY 11" MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER TO WITHSTAND HARD USE. LOOSE-LEAF BINDING IS NOT ACCEPTABLE. MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL CONTAIN THE FOLLOWING ITEMS: 1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL?. 2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY INFORMATION CLEARLY IDENTIFIED. 3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR ORDERING PARTS. 4) ONE COPY OF THE RECORD DRAWINGS, AS DESCRIBED ABOVE. 5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR SERVICE. 6) TEST REPORTS AND CERTIFICATES INCLUDE ?CONTRACTOR?S MATERIAL AND TEST CERTIFICATE(S) FOR UNDERGROUND PIPING? AND ?CONTRACTOR?S MATERIAL AND TEST CERTIFICATE(S) FOR ABOVEGROUND PIPING? AS DESCRIBED IN NFPA 13. 15C GUARANTEE THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. LABOR (INCLUDING TRAVEL EXPENSES) TO TROUBLE -SHOOT, REPAIR, REPROGRAM, OR REPLACE COMPONENTS SHALL BE FURNISHED BY THIS CONTRACTOR AT NO CHARGE DURING THE WARRANTY PERIOD. 15C MATERIALS AND INSTALLATION 15C PRODUCTS ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITER?S LABORATORIES LISTED FOR THEIR INTENDED USE. 15C PIPING AND COMPONENTS UNDERGROUND PIPING SHALL BE CEMENT LINED DUCTILE IRON OR OTHER APPROVED OR LISTED MATERIAL, INSTALLED IN ACCORDANCE WITH NFPA AND FM STANDARDS; FIRE MAIN SHALL INCLUDE ALL REQUIRED FITTINGS AND VALVES. SPRINKLER PIPING 2-1/2" AND LARGER SHALL BE SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2? AND SMALLER SHALL BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR MECHANICALLY JOINED FITTINGS, BASED ON THE PIPE MATERIAL AND SIZE PER NFPA 13 REQUIREMENTS. ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE USED. THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING LESS THAN 1.0 NOT PERMITTED. ALL PIPING ON THE EXTERIOR OF THE BUILDING AND/OR EXPOSED TO THE ELEMENTS SHALL BE EXTERNALLY GALVANIZED. 15C SPRINKLERS SPRINKLERS IN AREAS WITH GYPSUM BOARD CEILINGS SHALL BE FULLY CONCEALED TYPE WITH COVERPLATES PAINTED TO MATCH CEILING COLOR. SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS SHALL BE FULLY CONCEALED TYPE WITH COVERPLATES PAINTED TO MATCH CEILING COLOR. PROVIDE QUICK RESPONSE SPRINKLERS IN ALL LIGHT HAZARD AREAS. 15C SERVICE ENTRANCE FIRE PROTECTION SERVICE ENTRANCE SHALL BE LOCATED WHERE INDICATED ON THE DRAWINGS. THE SERVICE SHALL BE EQUIPPED WITH A UL LISTED BACKFLOW PREVENTER ASSEMBLY AS REQUIRED BY THE AHJ. ASSEMBLY SHALL INCLUDE APPROVED OUTSIDE SCREW AND YOKE (OS&Y) VALVES WITH TAMPER SWITCHES. SPRINKLER SYSTEM RISER SHALL BE EQUIPPED WITH AN APPROVED TYPE INDICATING CONTROL VALVE WITH TAMPER SWITCH, WATERFLOW ALARM SWITCH, NOTIFICATION APPLIANCE, CHECK VALVE, SYSTEM DRAIN TERMINATING OUTDOORS, GAUGES AND FIRE DEPARTMENT CONNECTION WITH CHECK VALVE. EACH RISER SHALL MEET NFPA 13 STANDARDS AND REQUIREMENTS FOR ACCEPTABLE VALVE ARRANGEMENTS. IF BACKFLOW PREVENTER IS LOCATED AT THE SERVICE ENTRANCE AND BUILDING IS PROTECTED WITH A SINGLE RISER, SEPARATE CONTROL VALVE AND CHECK VALVE MAY BE OMITTED. PROVIDE NEXT TO THE SPRINKLER RISER, A PRINTED SHEET, PROTECTED BY GLASS OR A TRANSPARENT PLASTIC COVER, GIVING BRIEF INSTRUCTIONS REGARDING CONTROL, EMERGENCY PROCEDURE AND OTHER DATA AS REQUIRED BY NFPA 13. FOR HYDRAULICALLY DESIGNED SYSTEMS, A PLACARD MUST BE PERMANENTLY ATTACHED TO THE RISER INDICATING THE LOCATION, AND THE BASIS OF DESIGN (DISCHARGE DENSITY AND SYSTEM DEMAND). ALL CONTROL VALVE SUPERVISORY SWITCHES, WATERFLOW ALARM SWITCHES AND SPRINKLER SYSTEM EQUIPMENT PANELS REQUIRING INTERCONNECTION TO THE FIRE ALARM SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE A LINE SEIZURE TYPE AUTOMATIC DIALER (ADEMCO OR EQUAL) AND RELATED TELEPHONE WIRING FOR REMOTE MONITORING OF FIRE SPRINKLER ALARM DEVICES AND OPERATION OF THE NOTIFICATION APPLIANCE. PROVIDE ROUGH BRASS SIAMESE FIRE DEPARTMENT CONNECTION WITH TWO INDIVIDUAL TYPE DROP CLAPPER VALVES AND DRAIN, LOCATED ON BUILDING WALL WHERE INDICATED ON DRAWINGS. FIRE DEPARTMENT CONNECTION SHALL BE COMPLETE WITH PIN LUG TYPE BRASS HOSE INLET CAPS WITH CHAINS. HOSE THREADS SHALL BE COMPATIBLE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS. PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4" BALL DRIP DRAIN PIPED TO THE EXTERIOR OF THE BUILDING. FIRE DEPARTMENT CONNECTION SHALL BE PERMANENTLY LABELED ?AUTOMATIC SPRINKLER FIRE DEPARTMENT CONNECTION?. PROVIDE STORZ FIRE DEPARTMENT CONNECTION: UL LISTED 4?, 5? OR 6? ROUGH BRASS FIRE DEPARTMENT CONNECTION WITH DRAIN, LOCATED WHERE INDICATED ON DRAWINGS. FIRE DEPARTMENT CONNECTION SHALL BE COMPLETE WITH 30' ELBOW, AND HOSE INLET CAP WITH CHAIN. PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4? BALL DRIP DRAIN PIPED TO THE EXTERIOR OF THE BUILDING. FIRE DEPARTMENT CONNECTION SHALL BE PERMANENTLY LABELED ?AUTOMATIC SPRINKLER FIRE DEPARTMENT CONNECTION?. PROVIDE A CABINET CONTAINING SPARE SPRINKLERS AND APPROPRIATE WRENCH(ES) PER NFPA 13, AT THE FIRE SPRINKLER SYSTEM SERVICE ENTRANCE AREA. 15C EXECUTION 15C PIPING AND FINISHES EXCAVATION, TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE EXCAVATION AND BACKFILL SECTION OF THE PLUMBING SPECIFICATIONS. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED AND SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING IN CEILING SPACE SHALL BE AT AN ELEVATION ABOVE THE TOP OF LIGHT FIXTURES AND AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT FIXTURES AND AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL OFFSETS, BENDS, AND ELBOWS AROUND ALL MECHANICAL, ELECTRICAL, AND STRUCTURAL MEMBERS AS REQUIRED. WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE STOP. ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT. PIPING SHALL BE ROUTED PARALLEL TO MAJOR BUILDING LINES. DESIGN SHALL ALLOW FOR SUITABLE DRAINAGE OF SYSTEM, ALL TO MEET WITH THE APPROVAL OF THE AFOREMENTIONED AUTHORITIES. PROVIDE ACCESS PANELS AS REQUIRED. ALL DRAIN LOCATIONS REQUIRING ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. SPRINKLERS IN SUSPENDED CEILINGS SHALL BE NOT LESS THAN 6 - INCHES FROM THE GRID IN ALL DIRECTIONS. SPRINKLERS IN SUSPENDED CEILINGS SHALL BE 1 FOOT FROM THE GRID IN BOTH DIRECTIONS OR CENTERED IN CEILING TILES. SPRINKLER LOCATIONS IN FINISHED AREAS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 15C COORDINATION CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FIRE SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE SPRINKLER MONITORING PANEL AS REQUIRED. COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE CONFLICTS. 15C PENETRATIONS SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP -25, OR APPROVED EQUAL FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE RATED ASSEMBLIES. 15C TESTING AND ACCEPTANCE CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION ALLOWS. FOLLOWING SYSTEM INSTALLATION, THE CONTRACTOR SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS BEEN PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES, IF ANY WILL BE PAID BY OWNER. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. PRIOR TO CONNECTING TO THE OVERHEAD SPRINKLER PIPING, THE UNDERGROUND MAIN SHALL BE FLUSHED THOROUGHLY AND TESTED IN ACCORDANCE WITH NFPA 24. SECURE ALL REQUIRED APPROVALS OF THE FLUSHING OPERATION. ABOVE GROUND PIPING SHALL BE TESTED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A MINIMUM PRESSURE OF 200 -PSI FOR A MINIMUM 2 -HOUR PERIOD OF TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE. THE USE OF 'ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE AHJ AND/OR THE OWNER?S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ALL DAMAGE RESULTING THEREFROM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE WORK MAY BE CONCEALED. 15C INSTRUCTIONS AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING PERSONNEL SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. END OF SECTION 15C REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION 4VG (oo7 NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. RECEIVED CITY OF TUKWILA JAN 1 0 2013 PERMIT CENTER HENDERSONtIJENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAX 913 742 5001 www.hei-eng.com 1250002493 WA. CORPORATE NUMBER: 1754 EXPIRES 06/30/13 O T O Y CC 0 Z W 0 • O O LU H U) Li Z W J J W 0 J rn Lc) O O THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout, form, arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent of the Architect is strictly prohibited. © 2013 H.C. KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure, site conditions existing construction elements, or any documents drawings or other instruments used for an part of this Project which do not bear the Architect's seal. The Architect s services are undertaken only in the interest of the Project Owner. No obligation is assumed by the Architect for the benefit of any other entity. RELATED DOCUMENTS: This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary Conditions of the Contract, General Requirements Specifications and other Drawings may affect the Work described. Failure to review and integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. COMPLY WRH all laws, codes, ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord, if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDIDONS and dimensions prior to construction, Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or equipment Rem to Work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory installation. DIMENSIONS SHOWN are to finish face of a material unless otherwise indicated. Ck ttAIE & MEASURE dimensions - DO ICI SCALE drawings unless otherwise directed, p r o j e c t t i t 1 e -J,o cl) J Q r:4rnOL(i)j w 2 nee J ~ QLUZ� CeLLJw OUz 0 1c7) 1.--- 1-- 00§ O O c.n N p r o j e c t n u m b e r 12007.042 drawingissuance PERMIT/LANDLORD/BID 01.04.13 drawingrevisions No. Description: Date: professionalseal drawing MECHANICAL SPECIFICATIONS d r a w i n g n u m b e r MP5