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HomeMy WebLinkAboutPermit M05-142 - SPRINT PCSSPRINT PCS 430YSOUTHCIENTER PY M05-142 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.iva.us Parcel No.: 2623049110 Address: 17430 SOUTHCENTER PY TUKW Suite No: Tenant: Name: SPRINT PCS Address: 17430 SOUTHCENTER PY, TUKWILA WA Owner: Name: MBK NORTHWEST Address: 7690 SW MOHAWK ST, TUSALATIN OR Contact Person: Name: RON FISHER Address: 5108 D ST NW, AUBURN WA Contractor: Name: 3 R ABBOT CONSTRUCTION, INC. Address: PO BOX 84048, SEATTLE WA Contractor License No: JRABBCIO223Z DESCRIPTION OF WORK: DUCTWORK REVISION /RELOCATION Value of Mechanical: $5,279.00 Type of Fire Protection: Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended /Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 doc: IMC- Permit MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: EQUIPMENT TYPE AND QUANTITY M05 -142 Phone: Phone: 253 872 -5665 Phone: 206 467 -8500 Expiration Date:03 /01/2006 Steven M. Mullet, Mayor Steve Lancaster, Director M05 -142 09/27/2005 03/26/2006 Fees Collected: $223.48 International Mechanical Code Edition: 2003 * *continued on next page ** Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 14 Thermostat 2 Wood /Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 09 -27 -2005 Date: 0 I Z rf ci I hereby certify that I have read and cylmin ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Permit Center Authorized Signature: The granting of this regulating constr on Signature: Print Name: doc: IMC- Permit City C1 Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us 't d • — no presume to give authority to violate or cancel the provisions of any other state or local laws i� i "mance of work. I am authorized to sign and obtain this mechanical permit. _' Date: ' VA 7 /0 '44 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. M05 -142 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M05 -142 Issue Date: 09/27/2005 Permit Expires On: 03/26/2006 Printed: 09 -27 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049110 Permit Number: M05 -142 Address: 17430 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 09/22/2005 Tenant: SPRINT PCS Issue Date: 09/27/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Conditions PERMIT CONDITIONS * *continued on next page ** M05 -142 Printed: 09-27-2005 Signature: Print Name: Th City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. doc: Conditions 70.4 476)475/L. M05 -142 of law and ordinances Date: 4 7 A --- other work or local laws Printed: 09 -27 -2005 SITE= LOCATION: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 - - S •.Applications and plans must be complete in order to be acce . ted for plan review. Applications willnot accepted through thermail r by fax.} * *Please Print ** ^- 1 � 1 King Co Assessor's Tax No.: 4 4-.: 9 ) Site Address: I 43 0 ' -t L N CF-M ir t y SP) PIT ?Cs Tenant Name: Property Owners Name: OW t 11in.S �• � ' � - TIZ.'rtyvkiviI.LL . u4t.4..) Mailing Address: a i 5 • 14 E.B V * -t4 S! City .CONTACT.PERS Mailing Address; S*I 63 S 4 E -Mail Address: ' " 144L-A 4i i CjW1 Name: Suite Number: New Tenant: GENERAL. CONTRACTOR INFORMATION echanical Contractor i nformation • on back page) Company Name: .J. g• • A33c3 11 Mailing Address: P t) • at* 8404 g S - 7UL Contact Person: 4 C. . A E -Mail Address: Fax Number: 005 t,✓ 1 - I R P'S Contractor Registration Number. Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT. OF RECORD - All plans must be wet stamped by Architect Of Record. Company Name: C AQ4-I 1iL Pt L e iTEC AML Cs- u {� , t 1 '& C 1. A Mailing Address; i ( C - c%1� a)(P S:S �Jf •i i 03 (7a Ll\ g✓L City (� Day Telephone: / I IP "" Contact Person: N I' 1 1 i E -Mail Address; 14 � L 1 I .M 1 C' Ai1-Lb ACr c xr• Numbe E11iGINEER.OF RECORD :All plans must be wet stamped by Engineer of Record appliations\pennil application (7.2004) Pace 1 W TtJKWII A W Building Permit No Mechanical Permit No �Lh-^ Public Works Permit No: Project No.' • (F or o 'ice use onl 1)o - , Y Floor: ❑ Yes $ No State Sc).47'i Zip Day Telephone: €S 3 - ) • SlArA ACt+31W-14. ` oo Fity C3 ia,a- 55' g Fax Number: City State Zip Day Telephone: -' `�' 107 S ta t � — L% o rj _ Company Name: s I * �I > LI.T�I 1 .J Mailing Address; T3 aS l -la1%L 1�)':A '1J K-NiZ t 4 Jj 4'/ s &7 a(4 City state zi r Contact Person: ► -�IoP— -Jb►�l ES Day Telephone: 1 3 '_ 3 7 - 5 Y 1 E -Mail Address: Fax Number: i+ " 5 T'0v Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 14 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat ,2 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater • 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator– Command Other Mechanical Equipment BUILDING OWNER Mailing Address. \appliations%permit application (7.2004) MECHANICAL M PERMIT- INFORATION. 206- 431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: 1, M tAALdX A' i Mailing Address; 5) 03 sT e (,o t/ 'y X . City _ stet ..._,Zip tr. Contact Person: Ni -1 _ Day /� D Telephone: �.� 3 "' � 74"' 5 E -Mail Address: F..17.- r //��'' Pri . (b.i1 Fax Number: t ( t ‘ 5 7 c 7 Contractor Registration Number: E..Vn Eli !7 A 1 U 5 S g L Expiration Date: O• (O 1 1 07 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ S i d•19 - Scope of Work (please provide detailed information): C j' "wNQ,t — i S i+td\C Thr_LeCATION Usz Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement rik /t _ Fuel Type: Electric .(Z Gas El Other: I 11 i'1 C7– fL &i.( t, ?!,j Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. R Signature: 11.J Date: 9 '�'9/ -� � ` Print Name: � ?'/��7il� c2 ` Day Telephone: � � 61 63 S +`ter Nu.) 1 403a 4 4 Woo 1 City Date Application Accepted: Pace 4 State Zip Date Application Expires: Staff Initials: d o/1,, i Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 oc 2' . Parcel No.: 2623049110 Permit Number: M05 -142 B. Address: 17430 SOUTHCENTER PY TUKW Status: APPROVED 0 0 Suite No: Applied Date: 09/22/2005 u) ur Applicant: SPRINT PCS Issue Date: �.. Receipt No. R05 -01439 Payment Amount: 184.78 u. Q Initials: 3EM Payment Date: 09/27/2005 02:33 PM w' User ID: 1165 Balance: $0.00 + z p EMERALD AIRE INC. TRANSACTION LIST: Type Method Description Amount Payment Check 6762 184.78 u j z ! - o ff`: ACCOUNT ITEM LIST: Description doc: Receipt MECHANICAL - NONRES RECEIPT Account Code Current Pmts 000/322.100 184.78 Total: 184.78 7622 04/27 9716 TOTAL 184.78 Printed: 09 -27 -2005 Parcel No.: 2623049110 Permit Number: M05 -142 Address: 17430 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/22/2005 Applicant: SPRINT PCS Issue Date: Receipt No.: R05 -01405 Payment Amount: 38.70 Initials: JEM Payment Date: 09/22/2005 03:12 PM User ID: 1165 Balance: $184.78 Payee: EMERALD AIRE INC. TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Check 6759 PLAN CHECK - NONRES RECEIPT 38.70 Account Code Current Pmts 000/345.830 38.70 Total: 38.70 7466 09/22 9716 TOTAL 38.70 Printed: 09.22 -2005 P`grett: . A7} f ; Type of In !ion: ` ^! A drre s: 3 d ,c dkle0V Date Calle i i .? 2_1()S ,.-r. Speci I I structions: Date Wanted: a.m. Reques er: Ph ' L i -C I - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ✓ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431'3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (e r: ( 58.00 REINSPECT�N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South c�enter Blvd., Suite 100. Call to sechedule reinspection. eceipt No.: !Date: J P r • Q Type of Ins ctio� /� Adc�r :� © S C' e f d t Date Called: 1 ((J ^ ` (r--c/o - Special Instructions: Date Wanted: 'a.m. Di( Requester: (( ! Drl i` Phone No: .e,(05 l Y 5 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 r 1D f Corrections required prior to approval. COMMENTS: W ei s, (1/.1\s‹ .1-- Aop PLV ;, ■ Ins . tor: .00 REINSPECTION d at 6300 Southcente ipt No.: Date: 10 EE REQUIRED. Prior o inspection, fee must be Blvd., Suite 100. all to sechedule reinspection. !Date: 1 • •J Project: ' )r i at QC(' Type of Inspection: IJter,k Goue/Y Address: fl() C- ,& f`( Date Called: 1 OC\ i r/O Special Instructions: Date Wanted: � O C.m. gym. Requester: p 'OV` - 14P/V- Phone No: -(- �� O 73L1Z COMMENTS: Inspe eipt No.: INSPECTION NO. Approved per applicable codes. ,J NSPECTION RECORD Retain a copy with permit M — t1 PE ' 206)431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval. / Date: A /' 9 A g/ $ 8.00 REINSPECTIO11 FEE REQUIR . Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Su a 100. Call to sechedule reinspection. 'Date: 7 =. 00 N 0: N W co LL W O' 2 QQ SJ1 V ,, I— Ili z O; 2 M : 0: •O N 0 1- .w Ill z • 0 o • •z File: M05 -0142 5mm Drawing #1 -5 ACTIVITY NUMBER: M05 -142 DATE: 09 -22 -05 PROJECT NAME: SPRINT PCS SITE ADDRESS: 17430 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: f" Bui din Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: BIdg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete Approved with Conditions ,( 5/ Itj t Fire Prevention DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 09-27 -05 Not Applicable ❑ No further Review Required DUE DATE: 10-25-05 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License JRABBC1022JZ Licensee Name J R ABBOTT CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600479123 Ind. Ins. Account Id 45801100 Business Type CORPORATION Address 1 PO BOX 84048 Address 2 City SEATTLE County KING State WA Zip 98124 Phone 2064678500 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/9/1998 Expiration Date 3/1/2006 Suspend Date Separation Date Parent Company Previous License JRABBCC172JD Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FRASER, RICHARD H 01/01/1980 FRASER, GWEN F 01/01/1980 ABBOTT, JOHN R PRESIDENT 04/09/1998 ABBOTT, DAWN E SECRETARY 04 /09/1998 MCGOWAN, JOHN P VICE PRESIDENT 02/27/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired https: / /fortress.wa. gov /lni/bbip /printer. aspx ?License= JRABBCIO22JZ Bond Received 09/27/2005 File: M05 -0142 35mm Drawing #1 -5 ftilirj IVTV�: Ci Of Twit Buitivin OR existing Sprint an PAC � �bling V Frsting counts a instailatio Music Ven abandone D1 F1 earn ICU EGRESS /ACCESSIBILITY PLAN EXTENDS TO PUBUC RIGHT OF WAY *oral' �A4•I S No di sops shall be node to th ecope of mirk without c Cs Bleitding NOTE: Revisions will require a nev titan submittal and may include additional plan re's/Icy , C2s. Faitairamargai � ®� � ❑ folf?Il 4 524 TU KW I LA, VV»°»it Field Copy and conditions is ackno 7420 SOUTHCENTER PKWY Date: TUKWILA, WA 98188 LEGEND _ EGRESS EXTENDS TO PUBLIC RIGHT OF WAY. NI REQUIRED MINIMUM EGRESS WIDTH. I♦ III DIRECTION OF EGRESS TP.AVEL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND ADA COMPLIANT THRESHOLD, REQUIRED FOR: SITE LOCATION 17420 SOUTHCENTER PKWY TUKWILA, WA 98188 `Mechanical Electrical Plumbing Gas Pip!ng Of Tukwila G DIVISION 5 1. BUILDING DOES NOT HAVE A SPRINKLER SYSTEM. 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 4. G.C. SHALL VERIFY, COORDINATE AND /OR INSTALL ANY SMOKE DETECTION AND /OR FIRE ALARM CONNECTORS AS REQUIRED PER GOVERNING MUNICIPALITY. 5. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION. PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 6. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. 7. DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A (NFPA 10) WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 8. CONTACT OPERATING MANAGER REGARDING FIRE ALARM REQUIREMENTS AND INSTALLATION. INSTALLATION AND DEVICES AT TENANT'S EXPENSE. TENANTS SPACE MUST MEET ADA FIRE ALARM REQUIREMENTS. 9. SEE SHEET A -1 FOR SURFACE MOUNTED FIRE EXTINGUISHER CABINET LOCATIONS. THE HEIGHT OF THE CONTROLS MUST NOT EXCEED 54 A.F.F. (5 LBS. TYPE ABC. MANUFACTURER - KIDD, GRANGIER OR EQUAL). PROVIDE AND POST EMERGENCY EVACUATION SIGN ON WALL INDICATING PLAN OF' SPACE AND PATH OF' TRAVEL TO BUILDING EXIT ABOVE FIRE EXTINGUISHER LOCATIONS. E5 I FIRE DEPARTMENT NOTES LIMITED REMODEL OF EXISTING SPRINT RETAIL STORE FOCUSING PRIMARILY ON SALES FLOOR APPEARANCE AND DISPLAY FIXTURES, INCLUDING CEILING, PARTITIONS, FINISHED, AND RELOCATED ELECTRICAL OUTLETS. EXISTING ELECTRICAL SERVICE, PLUMBING AND HVAC TO REMAIN. NO STRUCTURAL WORK REQUIRED, D5 PROJECT DESCRIPTION PROJECT LOCATION 17420 SOUTHCENTER PKWY TUKWILA, WA 98188 REFERENCE CODES 2003 IBC 2003 IMC 2003 IPC 2002 IEC OCCUPANCY CLASSIFICATION: SECTION 302.1 - GROUP M MERCANTILE TYPE OF CONSTRUCTION: SECTION 604 - TABLE 6•A TYPE V -N NON- SPRINKLERED FIRE PROTECTION SYSTEMS 903.3.1.1 - NO SPRINKLER SYSTEM 7 8 9 Pan ieview approval is subject to errors and Approval of con zr ►cLion documents does not a the violation of any adopted code or ordinance. OCCUPANCY LOAD (CHAPTER 101: SECTION 1003.2.2 SO, FT. USED FOR COMPUTING OCCUPANT LOAD : 2,137 S.F. TOTAL S0. FT. 2,273 S.F. TABLE 1003.2.2.2 MERCANTILE GRADE FLOOR AREAS /30: 1,349 S.F. /30. 45 OCCUPANTS OFFICE / 100: 630 S.F. , / 100: 8 OCCUPANTS STORAGE / 300. 79 ,S.F. / 300. 1 OCCUPANTS TOTAL OCCUPANTS 45 . 6 . 1:52 OCCUPANTS TABLE 1005,2.1 TOTAL No. EXITS REQUIRED : 1 EXITS PROVIDED . 2 TABLE 1003.2.3. EGRESS WIDTH PER PERSON IW/ SP 0.2 X 52 OCCUPANTS : 10.40' 105' PROVIDED SECTION 1004.2.4 MAXIMUM TRAVEL 200' MAX INON - SPRINKLERED SYSTE SECTION 1005.3,3.1 WIDTH OF EXIT P WIDTH NOT LESS TWAN,44• k50 OC ACCESSIBILITY (CHAPTER 11): THESE PLANS COMPLY WITH ALL OF SET FORTH IN THIS CHAPTER AND WI THE AMERICANS WITH DISABILITIES A Penult No. M City of wilikwila BUILDING DIVISION CATEGORY ALARM INSTALLER APC MACHINES SPRINT NOTE G C TO BOLT APC TO SLAB. SEE DETAIL Al ON SHEET A -6 CABLING SPRINT FIXTURES SPRINT FLOORING (VCT) FLOORING SPRINT (BASE, VINYL FLOORING, CARPET TILE, ENTRY TILE, TRANSITIONS) LIGHTING SPRINT MUSIC SECURITY SPRINT SECURITY CAMERA CEILING (ECiPHOf) UNDER CARPET FLAT WIRING SPRINT NOTE SEE NOES BELOV, WINDOW DISPLAY OWNER SPRINT iIa !STO N M -1 M -2 M.3 M -4 E -1 E -2 E -3 E.4 E-5 G.1 G.2 G -3 G.4 10 11 DWG No. DRAWING TITLE T -1 PH -1 PH.2 D -1 D -2 F10 ARCHITECTURAL DATA SHEET PHASE 1 PLAN PHASE 2 PLAN DEMOLITION FLOOR PLAN DEMOLITION REFLECTED CEILING PLAN FINISH FLOOR PLAN FIXTURE AND FURNITURE PLAN REFLECTED CEILING PLAN MISC. DETAILS MSC, DETAILS PARTIAL PLAN AND INTERIOR ELEVATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS TITLE 24 INTERIOR DETAILS HVAC � lCMEEBIM MECHANICAL SCHEDULES PLUMBING PLAN MECHANICAL SPECIFICATIONS ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN ELECTRICAL FLATWIRE PLAN ELECTRICAL DETAILS, SCHEDULES & RISER ELECTRICAL DETAILS AND LEGEND DRAWING INDEX PURCHASED BY INSTALLED BY VENDOR SPRINT GC SPRINT SPRINT VENDOR TOD SPRINT VENDOR SPRINT VENDOR SPRINT VENDER GC SPRINT SPRINT VENDER GC GC 7 -25.05 7.25.05 7-25-05 7.25.05 7-25.05 7.25.05 7-25-05 7-25-05 7-25-05 7.25.05 7.25 -05 7 -25.05 7.25.05 7-25-05 7-25-05 7-25-05 7-25-05 7.25 -05 7-25-05 7 -25 -05 7-25-05 7 -25 -05 7-25-05 7-25-05 CATHY BOVDEN NCR CORPORATION 980 WALTHER BLVD STE 1935, LAWRENCEVILLE, GA 30043 TEL. 770- 513 -9806 TOD MARK PRYZBYLKOVSKI 1 BUCKINGHAM AVE, PERTH AMBOY, NJ 08861 TEL. 732 - 442 -8472 GC TOD SPRINT G C ANNANARIE HESSLER TEL 215- 619-2918 LOCAL REP. GEORGE DAVIS 13208 EL MONTE, LEAVTD, KS 66209 TEL. 913 - 231 -8071 12 ISSUE DATE NOTE; l4QIE; G.C. Responsible for coordinating the schedule, delivery, and installation of all vendor provided items. G.C. is additionally responsible for coordinating all review to plans with any and all Sprint vendors. G.C. Terminates electrical; Sprint vendor terminates data; G.C. Installs bath data and electrical flat wire on the floor, M05- 144 ViRA MFG G C VIVIAN PHILLIPS CYNTHIA AYRES 6 COMPANY 8400 MELROSE DR, LENEXA, KS 66214 TEL. 913 - 383 -2100 G C MIKE GERACI LIGHTING MANAGEMENT PO BOX 537, 120 N MAIN ST, NEW YORK CITY, NY 10956 TEL. 845-638 -1350 SPRINT VENDER DENA ZOTTOLA MUZAK 3318 LAKEN: T BLVD„ FORT MILL, SC 29708 TEL. 803 -3% -3567 SPRINT VENDER TOD ECOPHON CERTAINTEED, INC. RP I ASSOCIATES, INC, BiLL NEUSTADT ELECTREPILCS SUPPLY COMPANY 4100 MAIN STREET, KANSAS CITY, NO 64111 TEL 913- 220 -5008 FRANK LINCaN (TECH SUPPORT) TEL. 336 727 -5824 KERiTH Fl1KIlCHI B I N INDUSTRIES 1409 CHAPIN AVE., END FLOOR, BURLINGAtE, CA 94010 TEL 650- 593 -4127 EXT. 319 ndor is responsible for surveying all existing security equipment and devices prior to construction to verify reuse and location of uipment and devices as well as new additional equipment and devices. Security Vendor must coordinate final security plans with coordinate phasing of installation with G.C. Remove any and all abandoned wire, devises, outlet boxes, and equipment. dor is responsible for surveying all existing IT equipment and devices prior to construction to verify reuse and location of uipment and devices as well as any required new additional equipment and devices. Cabling Vendor must coordinate final drop locations with Sprint and determine if an additional patch panel is required. Cabling Vendor to coordinate phasing of with G.C. Remove any and all cabling, devises, outlet boxes, and equipment. or is responsible for complete new music system. Music Vendor to coordinate installation with C.C. Remove any and all wiring, devises, and equipment. All existing devices and equipment to be salvaged and turned over to Sprint. signage work on this project. 7 clouds required on this project. ShopperTrak removal and reinstallation with Mark Masloski 0 913- 729 -5908. Two weeks prior to reinstallation , contact a with Shopper -Trak 0 312 - 529 -5337 to reinstall and re- calibrate the orbit. 0 No. CARRILLO ARCHITECTURALGROUPINC J. Sloven Carrillo 11231 Gold Capron Or. A.LA. Ctt222 sults 103 Gold 2Rl or. CA 96670 FAX 299-6006 THE ARCHITECT ,^ ARRILLO ARCHITECTURAL GROUP INCORPORATED. HEREe RESERVES ITS COMMON LAw COPYRIGHT AND OTHER PROPERTY RIGHTS .N THESE PLANS ICEAS •NO 0931003 wAACH ARE NOT 10 BE REPRODUCED. CHANGE° OR COPIED NI ANY FORM OR MANNER wHArsoeveR. NOR ARE THEY T ANYHOW OBTAINING E:PR6us weirrEN PERLASSION FROM THE ARCH THEORAwWO iS nor Fi HL CR TO BE USED FOR CONSTRICTION 4NTIL SIGNED BY THE ARCHITECT Drawing Title Seal 5901 \ RD I Sprint 524 'TUKWILA, WA 17420 Southcenter Pkwy Tukwila, WA 98188 PROJECT TEAM OWNER SPRINT PC8 SPRINT SPECTRUM, L.LC. 6130 SPRINT PARKWAY, BLDG. 10 OVERLAND PARK, KS 66210 PHONE: (913) 762 -5930 CONTACT: JP BROCKET OWNER'S PROJECT MANAGER TRAMMELL CROW 3915 S. NEBRASKA STREET CHANDLER, AZ 85248 PHONE; (913) 315 -5110 CONTACT: TONY HARRISON ARCHITECT CARRILLO ARCHITECTURAL GROUP, INC. 11231 GOLD EXPRESS OR., SUiTE 103 GOLD RNER, CA 95670 PHONE: (916) 266 -6000 FAX: (916) 266 -6006 CONTACT: NATE HENINGER MEP ENGINEERS HENDERSON ENGINEERS 8325 LENEXA DRNE, SUITE 400 LENEXA, KS 66214 PHONE: (913) 307 -5464 FAX: (913) 307 -5400 CONTACT: TREVOR JONES trevorjones ®hendersonengineers.com ISSUED FOR PERMIT AND BID Revisions / Submissions J. STEVEN CARRILLO STATE OF WASHINGTON RECEIVED CITY OF TUKWILA SEP 2 2 2005 PERMIT CENTER ARCHITECTURAL DATA SHEET PWL Project No. 05129.29 Dote j.p. brocke tome i I. s print. ca m aharrfsonOtrammellcrow.com nateheni ngertIcarri Iloag.com 7/25/05 Date Checked NSH r I (EXISn ilingligima Q)•� ;;,,• P lot Inn? I �1r1608_t9tr♦��R• 2x10 1110 NIL liplULTIMSTV1114 - � ' ►S �►a�� 107 ppm �I �'� ��� 25 ®�� ,. `;� 24X24 X01 .. .a t ►� i ' I1 wItlt�llJ ■ ■ itt8_tr•Iatut � ttt�t.�� ® (, ETR P.00M CRG7 „ 1501 , 410 gEs �I ``,�� � 3T +5 I PRA ET R II OFFICE ETR ��■” ! J ! I \ �CRG1 r•II IERT,, MIN 1111113ml 1 I� R asril m � I1� ...� � _ tttt�.11. � tom......► 425 r D w ETR t. 2 ETR g �'�� , 1 n E B CFM I� �� ETR �� ® 1* T IL..�' �—' a �7 � � r, R�% toss • ' -�10� ��a.�� w' ��" ® . l III • 0 y i n �� EXI t Ic (104 1 1C / • ® I► L' .. b- ■ ■ ►t S � i TMP EXISTIN I■. ���,,t,., O RRR /7� n I, ffireDIENEETAINEME 222 2. v w •I 1 2x12 24X12 HVAC PLAN GENERAL NOTES Y " =1' -0" Drawing No. TOI 106 4 5 0 3 INVENTORY H 102 (v) Y i...? "'t AO 1 II r 9b 976 E� Z6 L I 66p�, �, II IIII�LIIILIIiI� 11IIII IIIIiIII _LIIIIIIIIIIIIIIIIIILIILI6 ; e iflii: IL IIIIIIIII IILIIII TEVIi=WED FOR CODE COMPLIANCE SEP 2 7 2005 City Of Tukwila I BMW; MiTSTON . - II -I,III .I III III ICI I II III I .I I III III I LII�I �I+II( Inch III 1 1/161 rIf �I✓ Im I I Z) I I I II 3I I ( II I I I I I I I I I 4I 5) ICI I I 6 I IIii .IJfILIIIIIII(IIIII'IIIIIIIIf I 10 G10 HVAC GENERAL NOTE; 1. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE RESPONSI— BLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUC— TION DOCUMENTS. NOTIFY THE OWNER OF ANY CONFUCTS OR 01S— CREPANCIES PRIOR TO SUBMISSION OF BID. 2. FLEXIBLE DUCT; FLEXMASTER TYPE 8. CLASS 1, WITH 1 —1/2" WITH VOLUME DAMPER AND PROVIDE R MAXIMUM LENGTH IO TO SUPPLY DIFFUSE/ SHALL BE 8' -0 ". MAXIMUM LENGTH TO RETURN AIR GRILLES SHALL BE 8' - ". 3. DUCT INSULATION' PROVIDE 1 -1/2" THICK 3/4 LB., WRAP INSU— LATION r /2 " NTHICLK, 3RILB DUCTUNER O CONCEALED SUPPLY AND RETURN DUCTS. INSULATION IS NOT REQUIRED ON EX POSED DUCTWORK. SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; SHEET METAL SHALL BE INCREASED ACCORDINGLY. 4. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS, GRILLES, ETC. WITH THE LIGHT FIXTURES. HVAC GENERAL NOTES HVAC KEY NOTES: O FIELD VERIFY THE LOCATION AND /OR EXISTENCE OF SMOKE DETECTOR IN HVAC UNIT. IF THERE IS NO SMOKE DETECTOR OR IF THE EXISTING SMOKE DETECTOR IS NOT OPERATIONAL. FURNISH DUCT SMOKE DETECTOR TO ELECTRICAL CONTRACTOR FOR INSTALLATION. O REBALANCE RTU -1 TO 1200 CFM RESHEAVE FAN MOTOR AS REQUIRED. O REBALANCE RTU -2 TO 2800 CFM RESHEAVE FAN MOTOR AS REQUIRED. ® PROVIDE A WHITE — RODGERS MODEL #1F97 -371 PROGRAMMABLE THERMOSTAT FOR DAY USE AND NIGHT SETBACK. THERMOSTAT SHALL BE CAPABLE OF CONTROWNG THE HVAC UNITIS SINGLE STAGE OF COOUNG AND HEATING. MOUNT THERMOSTATS AT 48" ABOVE FINISHED FLOOR. PROVIDE LOW VOLTAGE WRING FROM HVAC UNIT TO THERMOSTAT. O PROVIDE A WHITE — RODGERS MODEL #1F93 -380 PROGRAMMABLE THERMOSTAT OF FOR DAY USE AND NIGHT SETBACK. THERMOSTAT SHALL BE HEATING MOUNT 48" ABOVE FINISHED FLOOR. PROVIDE LOW VOLTAGE WIRING FROM HVAC UNIT TO THERMOSTAT. FIELD VEIFY THAT FLUSH WIT CE UNG EWI H ROUTED TO THE OUTDOORS. MINIMUM AIRFLOW AS SHOWN ON PLAN. HAS NO LEAKS IN DUCTWORK, ETC. FIELD VERIFY THAT EXHAUST TERMINATION IS WEATHER— TIGHT. REPORT TO OWNER ANY SERVICE OR REPAIRS THAT ARE REQUIRED. FIELD VERIFY THE SIZE. LOCATION, AND CONDITION OF EXISTING DUCTWORK. RE —USE EXISTING DUCTWORK IF POSSIBLE. IF CONTRACTOR RE —USES OR MODIFIES EXISTING DUCTWORK. SUBMIT SKETCH OF PROPOSED LAYOUT TO OWNER FOR REVIEW BY CONSTRUCTION MANAGER. DAMPERS SHALL BE ACCESSIBLE FOR AIR BALANCING. FLEXIBLE DUCT IN DROP TO DIFFUSER / REGISTER / GRILLE. FLEXIBLE DUCTWORK SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. BRANCH TAP OF MAIN DUCT TO BE FULL—SIZE OF DIFFUSER NECK SIZE. CAP AND SEAL AIR TIGHT. © EXISTING DUCTWORK AND DIFFUSER TO REMAIN. 13 REMOVE EXISTING DIFFUSERS AND GRILLES. 14 RELOCATE EXISTING DIFFUSERS AND GRILLES TO NEW CEILING GRID. 15 CONNECT NEW DUCTWORK TO EXISTING DUCTWORK AS SHOWN. 16 REMOVE DUCTWORK AS SHOWN. D10 I HVAC PLAN NOTES NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS JE SITE VISITS AND MAY NOT REFLECT EXACT "AS— BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL 8105. CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING .2ONDMONS. Seal PROJECT TEAM OWNER SPRINT PCS SPRINT SPECTRUM, L.LC. 6130 SPRINT PARKWAY, BLOC. 10 OVERLAND PARK, KS 66210 PHONE: (913) 762 -5930 CONTACT: JP BROCKET j.p.6rocket*mail.tprint.eom OWNER'S PROJECT MANAGER TRAMMELL CROW 3915 S. NEBRASKA STREET CHANDLER, AZ 85248 PHONE; (913) 315 -5110 CONTACT: TONY HARMAN ARCHITECT CARRILLO ARCHITECTURAL GROUP, INC. 11231 GOLD EXPRESS DR., SUITE 103 GOLD RIVER, CA 95670 PHONE: (916) 266 -8000 FAX: (916) 266 -8000 CONTACT: NATE HENINCER MEP ENGINEERS 524 TUKWILA, WA 17420 Southcenter Pkwy Tukwila, WA 98188 HENDERSON ENGINEERS 8325 LENEXA DRIVE, SUITE 400 PHONE: (913) -5484 FAX: (913) 307 -5400 CONTACT: TREVOR JONES trevor .jonea0hendersonenginpers,com RECEIVED CITY OF TUKWILA SEP 2 2 2005 PERMIT CENTER (1) ISSUED FOR PERMIT AND BID No. Revisions / Suhmlatione HENDERSON ENGINEERS INCORPORA TE 6325 LEHE :!A DRIVE Mt LEIExt.. Ir5 65:14 -16 5 TEL: 913 -307 5300 FA.T: 913 3 07 - 5400 YIEB: WAVI.HENDERSCNIEHCIIIE IRS.CCN4 0550000594 CARRILLO ARCHITECTURALGROUPINC J. Sloven Carrillo 91279 Geq e.Dr.a. Dr. A.LA. 011.222 HVAC PLAN aharnonetrammellaor.com nateheninguOeorrtloag.com Project No. 05129.29 Date 7 -25 -05 A PI 1w u 6 o GSM The ARCHITECT. TARRR,LO ARCHITECTURAL GROUP NCORPORATEO, HEREBY RESERVES ITS CONNON LAW COPTRIGIIT AND omen PROPERTY RIGHTS M THESE PLANS, OCAS AND DEMONS WHICH ARE NOT TO SE REPRODUCED. OHANGED OR COPIED IN ANY PORN OR MANNER WHATSOEVER. NOR ARE Tiler TO RE ASSIGNED TO ANY TWO PARTY WITHOUT FIRST OBTANNO THE EMUS FNAL OR TO BE USED FOR CONSTRUCTION CHM SIGNED Y THEIARCHTECT. Drawing Title Checked MJM. 7/25/05 Dote r MARK CSD1 CSD2 CRG1 CRG2 WSR WRG FLOOR DRAIN SCHEDULE MARK FD CLEANOUT SCHEDULE MARK FCO WCO NOTES A. B. WHA SS GRILLE, REGISTER, AND DIFFUSER SCHEDULE Al MOUNTING SERVICE CEILING SUPPLY DIFFUSER CEILING SUPPLY DIFFUSER CEIUNG RETURN GRILLE CEIUNG RETURN GRILLE WALL SUPPLY REGISTER WALL RETURN GRILLE DUTY TYPE FLOOR DRAIN DUTY TYPE WATER HAMMER ARRESTOR JANITOR'S SINK - CORNER APPROVED MANUFACTURER TITUS PR CE CARNES TITUS PRICE CARNES TITUS PRICE CARNES TITUS PRICE CARNES TITUS PRICE CARNES TITUS PRICE ,CARNES MODEL OMNI SPD SFPA PAS PDF SPAB 50F 82 RAE PAR PDDR SPRB 300RS 520D /L RTDAV 350RL 530D /L RTLAH SIOUX CHIEF STERN - WILLIAMS THROW 4 -WAY 4 -WAY 2 -WAY MANUFACTURER PLUMBING FIXTURE SCHEDULE MARK FIXTURE TYPE FIXTURE MANUFACTURER MECHANICAL SCHEDULES TYPE LAY -IN /SURFACE PERFORATED EGGCRATE PERFORATED LOUVERED PARALLEL SHORT DIM. LOUVERED PARALLEL LONG DIM. MANUFACTURER MODEL # J.R. SMITH I 2010- C -A -BB FLOOR CLEANOUT J.R. SMITH #4026C WALL MOUNTED CLEANOUT J.R. SMITH #4452C (NOT ALL NOTES MAY BE USED) PROVIDE WITH EXTENDED DEEP SEAL TRAPS OR TRAP PRIMERS AS REQUIRED BY CODE. REFER TO SPECIFICATION FOR APPROVED EQUALS. *ALL EQUIPMENT PROVIDED BY PLUMBING CONTRACTOR. MODEL FIXTURE MODEL # #PDI -A CRS2210 SIZE 24 "x 24" 12 "x 12" 24" x 24" NOM. 24" x 24" NOM. 24-" x 12" NOM. 12" x 12" NOM. 48" x 24" NOM. 24" x 24" NOM. 24" x 12" NOM. REFER TO PLAN REFER TO PLAN TRIM MANUFACTURER CHICAGO NOTES: A. EQUIPMENT, FIXTURE TRIM, AND FINAL CONNECTIONS FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 96 ti II IiIIIiIII NOTES A, B, D, E, F A, B, D. E, F A, F, G A, F, G B, C, D,H B, C, H NOTES: (NOT ALL GRILLES, REGISTERS, OR DIFFUSERS MAY BE USED. REFER TO PLANS) A. BAKED ENAMEL FINISH, WHITE. B. BRANCH DUCT SIZE SHALL BE SAME AS NECK SIZE UNLESS NOTED OTHERWISE. C. SIZE ON PLAN IS NECK SIZE. PROVIDE RECTANGULAR TRANSITION TO ROUND NECK TO CONNECT TO FLEXIBLE DUCT, UNLESS OTHERWISE NOTED. D PROVIDE OPPOSED BLADE DAMPER. E. 2 -WAY THROW PATTERN IS INDICATED BY FLOW ARROWS ON DRAWINGS. F. FRAME TYPE FOR EITHER LAY -IN OR SURFACE MOUNTING WITHOUT SCREW HOLES IN THE FACE. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN. G. PROVIDE ROUND NECK. H. PRIMED FOR FIELD PAINTING. FOR FURTHER INFORMATION CONTACT: TITUS: PRICE: CARNES: TRIANGLE SALES, INC. JORBAN - RISCOE ASSOCIATES, INC. WESTERN ENGINEERING & SUPPLY 1- 913 - 541 -1800 1 -800- 444 -0468 1- 800- 292 -1939 DRAIN GRATE TYPE 6' ROUND NICKEL BRONZE CLEANOUT TYPE NICKEL BRONZE PLUG & ROUND TOP CAST BRONZE W/ SS COVER TRIM MODEL # 897 -CP -HC " "V1 r DRAIN BODY SIZE H 31 ._.__ FULL LINE SIZE 4 ACCESSORIES AND FEATURES VACUUM BREAKER, PAIL HOOK, WALL BRACE ADJUSTABLE SUPPLY ARMS P -TRAP LINE SIZE 3 DUTY LOCATION GENERAL GENERAL CW 3/4" NOTES A, B NOTES B BRANCH SIZES (min.) HW 3/4" WASTE VENT I Inch l I 1 I I I I I j I'ki' I N i l I I I I I I I I I I I I (I I I I I I i . :.. ISSUED FOR PERMIT AND BID 7/25/05 Z b WO II�LI. II III1111LI1111 .11III Mill III..... IIIIIIIIIIII 111I1�1IIIIIIIIIIIIIIIIhIIL III II + IIII I 1lII I IIII I IIII I IIIII 10 REVIEWED FOR CODE COMPLIANCE ontortucn SEP 2 7 2005 City Of Tukwila BUILDTNP fTa /TSTON BACK FLOW PREVENTER (RE: SPECS FOR EQUALS) MANUF. / MODEL # / DUTY TYPE NOT REQUIRED INTEGRAL VACUUM BREAKER 11 NOTES 12 PROJECT TEAM OWNER SPRINT PCS SPRINT SPECTRUM, L.LC. 6130 SPRINT PARKWAY, BLDG. 10 OVERLAND PARK, KS 66210 PHONE: (913) 762 -5930 J.p.brocket•rnail.sprt.com CONTACT: JP °ROCKET OWNER'S PROJECT MANAGER TRAMMELL CROW 3915 S. NEBRASKA STREET CHANDLER, AZ 85248 PHONE: (913) 315 -5110 CONTACT: TONY HARRISON ARCHITECT CARRILLO ARCHITECTURAL GROUP, INC. 11231 COLD EXPRESS DR., SUITE 103 GOLD RIVER, CA 95670 PHONE: (916) 266 -6000 FAX: (916) 266 -6006 CONTACT: KATE HENINGER MEP ENGNEERS HENDERSON ENGINEERS 8325 LENE)A DRIVE, SUITE 400 LENEXA, PHONE: (913) -5464 FAX: (913) 307 -5400 CONTACT: TREVOR JONES trevar .jonesOhendersonenginaers.cam 524 TUKWILA, WA 17420 Southcenter Pkwy Tukwila, WA 98188 No. Revisions / Submissions HENDERSON ENGINEERS INCORPORATED a325 LEUE:(A CRIVE SUITE 400 LENEXA, IS ee214 -I6?5 TEL: 913- 307 —.300 FAX: 913 - 307 -5400 WEB: M%W HENOERSG•IEHGINEE.S.CCM 0550000594 CARRILLO ARCHITECTURALOROUPINC J. A.LABBven Carrillo �T17 31 Gold express Dr. ii010 91170 f6 AX 714.8006 Toe ARCHITECT.'TARRLLO ARCHITECTURAL GROUP NICORPORATEO,HEREBY RESERVES ITS COMMON LAW COPYRIONT AND OTHCR PROPERTY RIGHTS W THESE PLANS, CUB AND DESIGNS WHOA ARE NOT TO BE REPROOUCEO, CHANGED OR OOPEO IN ANY FORM OR MANNER WHATSOEVER. NCR ARE THEY TO BB ASSIGNED TO ANY THAD PARTY WITHOUT FAST OBTAIMNQ THE EXPRESS WRITTEN PERMISSION FROM THE ARCHITECT, THE DRAWING I8 NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL SIONEO BY TNS:ARCHITECT. Dmvnng Title MECHANICAL SCHEDULES Seal aharriisonOtrammellcFow.eom nateheningerOearrilicag,com Drawn TGJ Project No. 05129.29 I Date 7 -25 -05 • Scale NONE Drawing No. j Checked MJM 2 r CO CI W 1 2 3 J PLUMBING LEGEND: 1 --4 DOMESTIC COLD WATER (CW) � - -- 4 DOMESTIC HOT WATER (HW) F --- --4 HOT WATER RECIRCULATION (HWR) 1--- 140' —1 140' DOMESTIC HOT WATER (1401 1- SCW --- SOFTENED COLD WATER (SCW) 1-- T -4 TRAP PRIMER UNE (T) - - VBG - -4 PLUMBING VENT BELOW GRADE (VBG) 1 -- V - 4 PLUMBING VENT ABOVE FLOOR (V) 1- -- VBF -- 4 PLUMBING VENT BELOW FLOOR (VBF) 1 - -S - -1 SANITARY PIPING ABOVE FLOOR (S) — S --- SANITARY PIPING BELOW FLOOR (5) 1 - — W --i WASTE PIPING ABOVE FLOOR (W) --1 - -4 WASTE PIPING BELOW FLOOR (W) 1—CD -4 CONDENSATE DRAIN (CD) 1-- CDH —4 CONDENSATE DRAIN - HIGH EFFICIENCY RTU (CDH) 1- - -ID- - -4 INDIRECT DRAIN (ID) 1— SPD --4 SUMP PUMP DISCHARGE 1'-- G - -4 NATURAL GAS BELOW ROOF (G) 1'- - G -- --4 NATURAL GAS ABOVE ROOF (G) I-- FP -- FIRE PROTECTION (FP) 1-- WS --I WATER SERVICE (WS) 1 — NPW - 4 NON POTABLE WATER (NPW) 1 S--io ELBOW UP & ELBOW DOWN IN PIPING 1 - 4 'r - gel - i TEE UP & TEE DOWN IN PIPING ELBOW UP & ELBOW DOWN IN PIPING WITH SHUTOFF VALVE (SOV) TEE UP & TEE DOWN JN PIPING WITH SHUTOFF VALVE (SOV) 1 $ 1 BALL VALVE 1- 1 61--1 4- -4I -4 f DC —4 I IV j SHUTOFF VALVE CHECK VALVE 3 CAP 1 I CLEANOUT (Co) 4 Ds WALL CLEANOUT (WCO) 1 . P-TRAP 16) S a ' J AFF AFG BFF BFG DN DS ETR 1 ► FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) FLOOR DRAIN (FD) SIZE & TYPE FLOOR SINK (FS) SIZE & TYPE ROOF DRAIN (RD) SIZE & TYPE ISOMETRIC FLOOR PENETRATION CONNECT TO EXISTING PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED) REFER TO PLUMBING FIXTURE OR EQUIPMENT SCHEDULES MECHANICAL OR FIRE PROTECTION NOTE CALLOUT DETAIL REFERENCE RISER DESIGNATION ABOVE FINISHED FLOOR ABOVE FINISHED GRADE BELOW FINISHED FLOOR BELOW FINISHED GRADE DOWN DOWNSPOUT EXISTING TO REMAIN C1 PLUMBING SYMBOLS 2 ► 3 4 4 ► 11 5 8 D6 1/4 " =1' -o" VENT PLAN A6 NOT TO SCALE 6 PARTIAL WASTE AND EXISTING 4" SANITARY UNE ► 7 WATER LAVATORY CLOSET ETR ETR Vi 106 WATER HEATER ET 7 ► I 8 3/4' CW & HW ROUTED THROUGH WALL ROUTE 3/4" CW & NW DOWN IN WALL 2" V 107 LAVA ORY WATER ER CLOSET ETR 105 PHASE 1 CONSTRUCTION TOTAL AREA: 1,715 S.F. CLOSET 106 9 G9 PARTIAL WATER PLAN 1 WATER LAVATORY CLOSET ETR ETR EXISTI TOILET 108 —EXISTING 4 "S— L J LAVATORY WATER \ \ ETR CLOSET ETR EXISTING TOILET 107 WORK OO PHASE 1 CONSTRUCTION TOTAL AREA: 1,715 S.F. REVIEWED FOR LIN BODE COMPLIANC E i ttoirmetokown SEP 2 7 2005 City Of Tukwila BUILDTi 9It: fT \!T' TfN WASTE RISER 8 ► PLUMBING GENERAL NOTES: 1. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTOR ANO HIS SUBCONTRAC -TORS SHALL BE RESPONSIBLE FOR REVIEW OF GENERAL NOTES, SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CON - STRUCTION DOCUMENTS. NOTIFY OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2, INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION. 3. DRAWINGS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 4. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. 5, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES. 6. PROVIDE SHUT OFF VALVES AT ALL PLUMBING FIXTURE WATER SUPPLY CONNECTIONS, VALVES SHALL BE UNE SIZE UNLESS OTHERWISE NOTED. 7, PIPING IN FINISHED AREA SHALL BE RUN CONCEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO THE WALLS. 8. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 9. DO NOT INSTALL PLASTIC PIPE OF ANY TYPE IN A CEILING PLENUM USED FOR A RETURN AIR PATH. 10. THE PLUMBING SYSTEM LAYOUT SHALL BE IN CAREFUL COORDINATION WITH THE DRAWINGS, RN SYSTEM. THE GENERAL LAYOUT SHALL n BE FOLLOWED AS N ON THE DRAWINGS IN ALL CASES, EXCEPT WHERE OTHER DISCIPLINES MAY INTERFERE. 11. ROUTE PIPING WITHIN PARTITION WALLS. DO NOT INSTALL DOMESTIC WATER LINES IN EXTERIOR WALLS WITHOUT PROPER CONSIDERATION TO REQUIRED INSULATION. 12. CAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE. 13. CLEAN AND REPAIR EXISTING FIXTURES IN RESTROOM TO PROPER WORKING ORDER. 14. SANITARY PIPE 3' AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. SANITARY PIPE 4" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT. A10 GENERAL NOTES PLUMBING NOTES: a REMOVE EXISTING SINK. REMOVE WATER AND VENT PIPING BACK ABOVE CEIUNG AND CAP ABOVE CEILING, REMOVE WASTE, AND VENT PIPING BACK TO WALL AND CAP INSIDE WALL. a PROVIDE AN AMERICAN STANDARD MODEL # 6532.140, GOOSENECK FAUCET WITH LEVER HANDLES FOR INSTALLATION ON THE EXISTING LAVATORY. O3 CONNECT TO EXISTING COLD WATER UNE. FIELD VERIFY EXACT SIZE AND LOCATION, ® CONNECT TO EXISTING HOT WATER UNE. FIELD VERIFY EXACT SIZE AND LOCATION. O CONNECT TO EXISTING VENT UNE. FIELD VERIFY EXACT SIZE AND LOCATION. a CONNECT TO EXISTING SANITARY UNE FIELD VERIFY EXACT SIZE, LOCATION AND FLOW DIRECTION. a FIELD VERIFY EXACT LOCATION OF EXISTING SANITARY LINE AND DETERMINE EXACT LENGTH OF RUN FROM NEW RESTROOM IN FEET. PROVIDE UNE ITEM COST FOR UNDER SLAB TIE -IN FROM NEW RESTROOM TO EXISTING SANITARY ADDITIONAL SLAB S WORK T REQUIRED TO I ADDRESS F UNFORESEEN CONDITIONS. A10 (GENERAL NOTES EXISTING CONDITIONS NOTE: VISITS CONDITIONS TAKEN AND MAY NOT RFLE T EXACT "A S BUILT CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPUNES AND EXISTING CONDITIONS. FIRE SPRINKKLER NOTE: CONTRACTOR TO VERIFY ADEQUATE COVERAGE OF EXISTING FIRE SPRIN- KLER PENDANT DROPS PER NEW WALLS. GENERAL FIRE PROTECTION NOTE: FIRE KL R WORK SHALL BE PERFORM D BY A LICENSED SPRINKLER A CON RAC - TOR. FIRE PROTECTION SPRINKLER CON - TRACTOR (FPSC) SHALL PROVIDE A COMPLETE AND FUNCTIONING SPRINKLER SYSTEM, WITH VALVES, PIPING AND HEADS, THROUGHOUT THE TENANT SPACE. FPSC SHALL PROVIDE THE SYSTEM DESIGN. SHALL PREPARE REQUIRED DRAWINGS. AND SHALL OBTAIN APPROVAL OF STATE. LOCAL AND INSURANCE UNDERWRITING AUTHORITIES. STATE CODES AND SPECIFICATIONS. FPSC L SHALL T S THE SYSTEM PER NFPA STANDARDS, AND OBTAIN INSPECTION AND APPROVAL BY LOCAL FIRE MARSHALL BEFORE ACCEPTANCE BY OWNER. FPSC SHALL COORDINATE ALL WORK WITH THE LANDLORD SPRINKLER CONTRACTOR. A10 GENERAL NOTES 10 10 11 12 12 PROJECT TEAM OWNER SPRINT PCS SPRINT SPECTRUM, L.L.C. 6130 SPRINT PARKWAY, BLDG. 10 OVERLAND PARK, KS 66210 PHONE: (913) 762 -5930 CONTACT: JP BiOCKET j.p.brocketemaiLsprint.com OWNER'S PROJECT MANAGER TRAMMELL CROW 3915 S. NEBRASKA STREET CHANDLER, AZ 85248 PHONE; (913) 315 -5110 CONTACT: TONY HARRISON aharrisonOtrammelk}or,eom ARCHITECT CARRILLO ARCHITECTURAL GROUP, INC. 11231 GOLD EXPRESS OR., SUITE 103 GOLD RIVER, CA 95670 PHONE: (916) 266 -6000 FAX (918) 288 -6008 CONTACT: NATE HENINCER MEP ENGINEERS HENDERSON ENGINEERS 8325 LENEXA DRIVE. SUITE 400 LENEXA, KS 66214 PHONE: (913) 307 -5464 FAX (913) 307 -5400 CONTACT: TREVOR JONES Trevor , jonesOhendersonengin4ers,cam nateheningerOconriDbag.com RECEIVED CITY OF TUKWILA SEP 2 2 2005 PERMIT CENTER HENDERS,ON ENGINEERS INCORPORATED 8325 LENEXA DPIVE 5UIT 400 LEHE +A, 1.9 88214 -1695 TEL: 913- 307 -5300 FAX: 9131-307 -5400 WEB: WV+ HENOERSC) EtGINEERS :c4 0550000594 1 n No. 524 TUKWILA, WA 17420 Southcenter Pkwy Tukwila, WA 98188 ISSUED FOR PERMIT AND BID Revisions / Submissions 7 /25/ 0 5 Gate CARRftLO ARCHITECTURALOROUPINC J. mown Carrillo tt231 Gold !apnoea Dr. AAA. 01137: 10 108 2R210/6000A 04070 1/ THE ARCHITECT, CARRlLLO ARCMrBCTUR GROUP INCORPORATED, HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY TIGHTS IN TNEBE PLANS, CRAB AND DESIDNS WFICH ARE NOT TO DE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE A8410NED TO ANY THIRD PARTY WITHOUT FIRST oarAV,Wa THE EXPRESS FINAL CR WRITTEN E E USED FOR CONSTTRUCT UNTIL SGNED BY THE'ARCHITECT. Drawing Title PLUMBING PLAN Seal Drawn I Checked TGJ I MJM Project No. 05129.29 Date Scale 7 -25 -05 1/4 " =1' -0' Drawing No. M _3 Illlillllll�. III ICI IiI�`LII lip! ii► IjI III i� i - ill Ili Ili iii Ili ill Ili 1/16 . � 1 2� I i 13� I l 1 1 1 I I I 4) 5) Il 6 I Inch 1/ Y Z... Np4,VI r 9 s 6 I I I• E t Z I. 6 i• ` I IIIIIIIIIIIIfI L � iII IIIIIIIIIIIIIiI I uIIIilliliiiilllilll iiiLiiiili ►� I I � �. � ,.�t, z � w� III(III.I,IIIIIIIIIIIIE IiI1IIt1IIIIIIIiIIIIIIIIIIIIIIIIIIfililIIIIIIIIIll11111111 I I r Al ..ECTION 15A: HEATING. VENTILATING. AND AIR CONDITIONING; (NOTE: NOT ALL SECTIONS ARE APPUCABLE. REFER TO PLANS.) 15A1 GENERAL INSTRUCTIONS,; 1 5A 1 -1 GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER DMSION ONE AND THE GENERAL AND SUPPLEMENTARY CO SHALL BE RESPONSIBLE E N TO S ECOME A FAMILIAR WITH All. CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES AU. MATERIAL, EQUIPMENT, APPUANCES, TRANSPORTATION, SERVICE, AND TABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED By THE DRAWINGS AND SPECIFICATIONS. 158. 1 -2 NCP CT10N OF crrr 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. 15A 1 -3 MATERJAI AND WORKMANSHIP, AU. MATERIAL ND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONOmON. ALL INSTAL ATI NS SHALL BE MADE IN FINEST POSSIBLE MANNER THAT COMP V T TH APPLICABLE AND LAWS. ANY ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, MR DEVICES, AND SQUEAK IN ROTATING ACCEPTABLE. IN GENERAL ALL MATERIALS ND EQUIPMNT SSHALL BE OF GRADE IN QUALITY. IBA 1 -4 COORDINATION, COORDINATE ALL WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS AVAILABLE COMPONENTS ACE, AN LL A.LOW ER SERVICE ACCESS TO THOSE SE ITEMS REQUIRING MAINTENANCE. ANY COMPONENTS WHICH ME INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDRONAL COST TO THE OWNER. FIGURED CONTRACTOR S SHALL A E THEIR OWN MEASUREMENTS SCALE THE THE BUILDING, AS VARIATIONS MAY OCCUR; THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. IT WILL FIT THE TYPES OF IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS WITH TRIM WHICH INSTALED, MODEL IN SPECIFICATION O SHOWN ON DRAWINGS AR NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A 1 -S ORDINANCES AND CODES COMPLY WITH NATIONAL FIRE PROTECTION 'ASSOCIATION CODES, UNIFORM BUILDING AND PAY FOR OSHA AU. PR SHALL BE HELD RESPONSIBLE AND ORDINANCES. FORL�ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL UGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15A 1 -R PROTECTION OF FOUIPMFNT, ADEQUATELY PROTECT EQUIPMENT FROM DAMAGE AFTER DELIVERY TO JOB. COVER WPM HEAR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE EQUIPMENT WHICH HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBUGATED TO FURNISH NEW EQUIPMENT OF A UKE KIND. KEEP PREMISES BROOM CLEAN AT ALL TIMES FROM FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. ALL PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF NE WORK. 15A 1 -7 SURSTTTUTIQNS THIS SPECIFICATION PROVIDES THAT NE BASE BID OF ALL CONTRACTORS SHALL INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDE NE DIFFERENCE IN COST, IF ANY, IS SPECIFIED IN EACH CASE. THE TERMS APPROVED', "APPROVED EQUAL ", OR 'EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BD AS AN ALTERNATE 15A 1 -R SHOP DRAWINGS SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT REUEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR OF COMPONENT OR ITEMS WITH ACTUAL OMISSIONS S BUILDING CONDITIONS. ROVIDE ANY NEEDED WIR NGDIAGRAMS. CATALOG DATA SHALL BE PROPERLY BOUND, !DOMED, INDEXED AND TABBED IN 3 -RING BINDER. EACH ITEM ACCESSORIES INDICATED. C CATALOG G DATA NUMBER SHALL THE NT DENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS CLEARLY LABELED AND INCLUDE PERFORMANCE CURVES, CAPACRE, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS CLEARLY LABELED. MARK OUT ALL INAPPLICABLE ITEMS. SHOP DRAWINGS WWII BE RETURNED TO ARCHITECT WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET, ISA 1 -9 ELECTRONIC DRAWING FILES, IN PREPARATION OF SHOP DRAWINGS. CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRWING FILES IN AOCAD THE ENGINEER FOR A FEE OF $200. CONTR C OR CON ACT TO .13 OR 14 OR OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD MID FOT. ADDITIONAL CHAR E =$25 FOR L EACH I DISK IS REQUIRED. MUST BE RECEIVED -ROM DISK IS DESIRED AN BEFORE ELECTRONIC DRAWING FILES WILL BE SEA. 15A 1 -10 OPFRATION AND MAINTENANCE INSRUCTION$, SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED: MANUFACTURERS CATALOG SHEETS WIRING DIAGRAMS MWNTENANCE INSTRUCTIONS OPERATING INSTRUCTIONS PARTS LISTS • OW INCLUDE TER, ARCHITECT, MECHANICAL CO N CONSULTANT, GENERAL CONTRACTOR, NAME. ION 5 CONTRACTOR AND AN INDEX OF CONTENTS. 15A 1 - 11 . le ANTFE: GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. 15A 1 -12 EXCAVATION. BACKFIWNG, CUTTING: PATCHING. AND ROUGH -IN WORK, DO ALL EXCAVATION OF ALL MATERIALS ENCOUNTERED INCLUDING ROCK REQUIRED FOR WORK UNDER THIS SECTION, BACKFILL ALL TRENCHES, TAMPING WELL IN 8' LAYERS. FROM PRE ALL D(CESS�MATRIAL NOT USED ACCEPTED 13 BACKF1WNG. REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, ETC. DAMAGED. REPAIR MATERIALS SHALL GENERALLY MATCH EXITING CONSTRUCTION. ALL BACKF1WNG AND REPAIRING SHALL MEET AU. REQUIREMENTS OF THE CITY AND OTHERS HAVING JURISDICTION, REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL REQUIREMENTS OF DMSION TWO OF THIS SPECIFICATION, THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, COUNGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN ALSRSI ARCHITECT AS POSSIBLE. GEN CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH GENERAL CONSTRUCTION. ALL PIPING, CONDUIT, ROUGH -IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. MECHANICAL SPECIFICATIONS I 2 I N SA 1 -13 AOCFSR DORC, PROVIDE ACCESS DOORS IN CEIUNOS, WALLS, ETC, WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO AU. CONCEALED BALANCING DAMPERS, VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. DOORS SHALL HAVE CONCEALED HINGES, SCREWDRMER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TR11S, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE AND LOCATIONS BEFORE ORDERING. I F1A 1 -14 PENETRATIONS, SEAL ALL MECHANICAL FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULH AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. I5A 1 -15 ELECTRICAL WIRING ALL UNE VOLTAGE WIRING SHALL BE FURNISHED BY THE DIVISION 16 CONTRACTOR, AU. C E ALSO BE FURNISHED BY THE DI DIVISION 16 CORING FOR MECHANICAL A L LOW VOLTAGE C SHALL WIRING SHALL BE BY THE DIVISION 15 CONTRACTOR. THE DIVISION 15 CONTRACTOR SHALL PROVIDE WIRING DIAGRAMS TO THE DMSION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. THIS CONTRACTOR SHALL COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. ISA 1 -16 RFFRIRFRANT AND 011, FURNISH AND INSTALL FULL REFRIGERANT AND OIL CHARGE CONDITIONING REFRIGERATION SYSTEMS, AND MAINTAIN IT FOR FULL TRM THE GUARANTEE. 15A 1 -17 FINAL TESTING AND ADJUSTMENTS, FINAL DIVISION 15 CO �BALANCING ADJUSTMENTS PERFORMED THE CMR. THE HHECONTRACT CONTRACTOR SHALL PERFORM TEST READINGS ON ALL FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AR AND WATER. A TESTING AND BALANCING REPORT LOG SHALL BE MADE SHOWING ALL AR SUPPLY QUANTITIES, WATER FLOWS, FAN AND UNIT TEST READINGS, ETC., AND SIX COPIES OF THE FINAL COMPILATION OF DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. AIR AND WATER FLOWS SHALL BE BALANCED TO WITHIN PLUS /MINUS 10$ OF DESIGN SPECIFICATION. ALL EQUIPMENT RINGS SHALL BE LINEDD ADJUSTED TO THAT OR FOREIGN MATERIAL IN THEM SHALL BE REPLACED WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. ALL THERMOSTATS AND CONTROL DEVICE SHALL BE ADJUSTED TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION, CERTIFY TO OWNER AND ARCHITECT THAT ALL ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. ADJUST ALL AIR DEVICE TO SUPPLY THE AMOUNT OF AR SHOWN ON THE DRAWINGS, FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN ALL SPACES. ADJUST BALANCING DEVICES TO PROVIDE WATER FLOWS AS INDICATED ON DRAWINGS OR REQUIRED FOR PROPER SYSTEM OPERATION. CALIBRATE, SET, AND ADJUST ALL AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF ALL INTERLOCK SYSTEMS, AND OPERATION OF ALL SAFETY CONTROLS, ISA 1 -1A MISCFIIANFOUS REMODELING WORK, PROVIDE ALL ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. 15A 1 -19 EXISTING SHELL SPACE CONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK SHOWN ON THE MECHANICAL PLANS AND THE MECHANICAL DEMOLITION SHOWN ON THE ARCHITECTURAL PLAN. ACTIVE LANDLORD OR OTHER TENANTS SERVICE ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT NE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COST FOR REPAIRS OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THE WORK WITH THE LANDLORD PRIOR TO SUBMITTING HIS BID. THE CONTRACTOR SHALL INCLUDE IN HIS BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 15A2 INSULATION AND SHEET METAL WORK,; 15A 7 -1 DUCT INSULATION, PROVIDE DUCT LINER IN ALL RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1/2" THICK, THREE POUND DENSITY FIBERGLASS, CERTAINTEED CORP. /300 "ULTRALTTE" OR OWENS-CORNING 'AEROFLEX DUCT UNER. INSTALL WITH MASTIC ND MECHANICAL FASTENERS WITH VINYL SURFACE ON AIRSTREAM SIDE, ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS, SHEET METAL MUST BE INCREASED BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. SEE DRAWINGS FOR LOCATION, THICKNESSES, ETC. OUTSIDE AIR DUCTWORK. CONCEALED RIGID ROUND SUPPLY. AND CONCEALED RETURN AR DUCTS SHALL BE COVERED WITH 1 -I/2" THICK DUCT WRAP, CERTAINTEED TYPE N -4 OR EQUAL OWENS-CORNING, 3/4 POUND DENSITY, WITH HEAR -DUTY FOIL - SCRIM - KRAFT FACING, AND WITH ALL JOINTS TAPED WITH 3' WIDE FOIL TAPE. INSULATION IS NOT REQUIRED ON EXPOSED DUCTWORK. ALL INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. ALL CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L LABEL. ISA 2 -2 DUCTWORK FURNISH AND INSTALL ALL GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. ALL DUCTWORK SHALL BE IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. REINFORCE ALL HOUSINGS AND ALL DUCTWORK OVER 30" WITH 1 -I/4" ANGLES NOT LESS THAN 6' -8" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT ON NOT TO EXCEED B' -0" CENTERS FROM STRAP IRON HANGERS. DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; METAL SIZE MUST BE INCREASED TO ALLOW FOR LINER THICKNESS. DO NOT SUPPORT CEIUNG GRID, CONDUITS, PIPES. EQUIPMENT, ETC. FROM DUCTWORK. ALL OFFSETS IN DUCTWORK OF 45 DEGREES OR MORE SHALL HAVE AIRFOIL TYPE TURNING VANES OF SAME GAUGE AS DUCTWORK AND SHALL BE RIGIDLY FASTENED WITH GUIDE STRIPS. VANE IN DUCTWORK OVER 30" DEEP SHALL BE INSTALLED IN MULTIPLE SECTIONS WITH VANES NOT OVER 30" LONG AND SHALL BE RIGIDLY FASTENED. DUCTWORK ABOVE ROOF OR OTHERWISE EXTERIOR TO BUILDING SHALL BE MINIMUM 318 GAUGE WITH LONGITUDINAL AND TRANSVERSE JOINTS WELDED OR SEALED AIRTIGHT WITH WEATHERPROOF HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ALL FANS, BLOWERS, UNITS, ETC. SHALL BE CONNECTED TO DUCTWORK WITH NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO -DYNE. ELGEN, VENTFABRIC OR EQUAL ALL CANVAS CONNECTIONS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. PROVIDE BALANCING DAMPERS WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. WHERE ACCESS TO DAMPERS THROUGH A HARD CEIUNG S REQUIRED, COORDINATE ACCESS DOOR LOCATION WITH ARCHITECT, OR AT CONTRACTOR'S OPTION, A YOUNG'S REGULATOR CONCEALED VOLUME DAMPER WITH EXTENSION ROD AND CEILING OPERATOR MAY BE USED. COORDINATE CEIUNG OPERATOR LOCATION WITH ARCHITECT. SPUTTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK NO BEARINGS FOR THE DAMPER ROD, VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE, FACTORY MADE BY RUSKIN, ARC, AIR BALANCE, OR APPROVED EQUAL OUTSIDE AIR DAMPERS SHALL BE RUSKIN MODEL CD -50 OR APPROVED EQUAL. PROVIDE "SPIN -IN" FIRING WITH DOUBLE BEARING VOLUME DAMPER OR TAKEOFF FITTTING MODEL S BO D UBLE DAMPER WITH LA BEARING BUILD OUT FOR ALL ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. ROUND OR OVAL DUCTWORK SHALL BE SPIRAL SHEET METAL WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" WG.): SIZE GAUGE 14" & UNDER 15" THROUGH 28" T6 28 27" THROUGH 36" 24 LOW PRESSURE FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOT WELDED AND INTERNALLY SEALED. FITTINGS LARGER THAN 24' IN DIAMETER SHALL BE CONTINUOUSLY WELDED. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR ALL LARGER SIZES, ALL 90 DEGREE TEE'S SHALL BE CONICAL LIQUID SEALANT A ACCORDING O MANUFACTURER'S S JOIN'S AIRTIGHT NS. PROVIIDE GAUGE THICKNESS IN MEDIUM PRESSURE DUCTWORK AS RECOMMENDED BY SMACNA. IRA 2 -3 Fl FXIRI F nl1CT LOW PRESSURE FLEXIBLE DUCT SHALL BE FTEXMASTER, THEMAFLEX, OR EQUAL TYPE B (FIRE RETARDANT POLYETHYLENE) OR TYPE 8M (REINFORCED METAUZED) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, STEEL WIRE HELIX CORE, MECHANICAL LOCK CONSTRUCTION, 1 -1/2" (R -4.2) FIBERGLASS INSULATION. FLEXIBLE FLEXIBLE DUCT RUNS TO RETURNRRGR GRILLES SHALL NOTDLCEED 8 FEET LENGTH, AND LENGTH. FLEXIBLE DUCTS SHALL BE INSTALLED STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. 15A 7 -4 AIR DEVICES, PROVIDE ALL AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, METAL-AIRE, UMIT ROOM SE TO OR E.H. R , THAN NC 3O UNLESS OTHEFIW SE SHOWN. PROVIDE ALL DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT LOCATION. FRAME AND MOUNTING TYPE OF CONTRACTOR A EEVICES WITH O ARCHITECTUR R AL REFLECTED CEILING PLANS. WALL SUPPLY AIR REGISTERS SHALL HAVE DOUBLE DEFLECTION BLADES AND OPPOSED DAMPERS. TYPE WITHBLADES PARALLEL TO LONG DIMNSINAAND BE WITH M THROW PATTERN AS WHIITEETEENAMEL ON F INISH5 CEILING RETURN AIR GRILLES R SHALL BE TAY-IN, ALUMINUM, EGGCRATE TYPE WITH WHITE ENAMEL FINISH. WALL MOUNTED RETURN AIR GRILLES AND EXHAUST AIR REGISTERS SHALL HAVE HORIZONTAL 45 DEGREE ANGLE VISION -PROOF BARS. ALL SUPPLY AIR REGISTERS AND EXHAUST AR REGISTERS SHALL HAVE OPPOSED BLADE DAMPERS UNLESS INDICATE OTHERWISE SECTION 158: PLUMBING; (NOTE: NOT ALL SECTIONS ARE APPUCABLE. REFER TO PLANS.) 15E3 1 -1 UTILITY CONNECTIONS, THIS CONTRACTOR SHALL PROVIDE ALL UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS; AND ALL INTERIOR OR EXTERIOR CONNECTIONS TO COMPLIANCE WI REQUIREMENTS REM NTS OF THE CODES HAVING JURI DICTION IN STRICT AND THE VERIFIED INVOLVED, BE ED IN 'THE FIELD ALL D BY THIS AND CONNECTTON POINTS TOR, NDHESHALL WORK N CONJUNCTION WON THE UTIUTY INVOLVED IN THE INSTALLATION OF AU. SERVICES. THIS CONTRACTOR CONNECTION AND NOT FURNISHED HE PIPING BY THE SERVING U T ILITY. REQUIRED THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE SERVING UTILITY COMPANY REGARDING THE TEEMS FURNISHED. THE WORK PERFORMED, INSPECTIONS REQUIRED, AND ANY ASSOCIATED FEES, CHARGES, OR PERMITS. 15B 1 -2 MISCEIIANEOUS RIeMOOFLINC WORK, PROVIDE AU. ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. 1582 PLUMBING PIPING; 1513 2 -1 PIPING MATERIALS, NOTE: ALL OR NOTED ON THE APPROVAL OF CODE I AUTHORITIES, CONTRACTOR ARE VERIFY BEFORE INSTAWNC ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT); ALL DOMESTIC WATER PIPING INSTALLED ABOVE THE SLAB. WITHIN THE BUILDING, SHALL BE TYPE 'L' HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FRTINGS,ND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOWER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T -DRILL) MAY BE USED IN COPPER UNES WHERE APPROVED BY CODE: CONNECTION SHALL BE MADE IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SOIL AND WASTE: ALL SOIL AND WASTE PIPING BELOW GROUND AND INSIDE NUB" BUILDING IS P PE ERM I TT EDN AB BOVE WEIGHT A SL ( NOT BELOW SLAB) WH ALLOWED B Y CODE. SCHEDULE 40 PVC OR ABS PIPING IS ALSO PERMITTED WHERE APPROVED BY CODE. (NOTE PVC AND ABS PIPING TS NOT ALLOWED N CDUNG RETURN AR PLENUMS). EXTERIOR WARTF PIPING: FROM POINTS NOTED OUTSIDE THE BUILDING WALL SHALL BE DRAINAGE TYPE PVC OR ABS PLASTIC TO ITS POINT OF TERMINATION. VITRIFIED CLAY TILE DRAINAGE PIPING IS PERMITTED EXTERIOR TO THE BUILDING. PI MIRING VENTS: ALL VENT PIPING SHALL BE STANDARD WEIGHT CAST IRON SOIL PIPE WITH CAST IRON DRAINAGE FITTINGS. VENT ALL FIXTURES AND CONCEAL PIPE IN PARTITIONS AND ABOVE CEILINGS. "ND - HUB" SYSTEM IS PERMITTED ABOVE BASE SLAB (NOT BELOW SLAB) WHERE ALLOWED BY CODE. SCHEDULE 40 PVC OR ABS PIPING IS ALSO PERMITTED WHERE APPROVED BY CODE. (NOTE: PVC ik ABS PIPING IS NOT ALLOWED IN CEIUNG RETURN AIR PLENUMS). ITAS PIPING: GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL. INTERIOR ROOF DRAINS: INTERIOR ROOF DRAIN PIPING ABOVE SLAB SHALL BE DOWNSPOUTS NO-HUB CA SHALL BE ST OR IN ARES FITTINGS ROOF MAY OC GALVANIZED STORM DRANPIPING BELOW S AND EXTE TO SHALL BE SAME AS SPECIFIED FOR SANITARY SEWER. SCHEDULE 40 PVC PIPE IS ALSO PERMITTED ABOVE BASE SLAB (NOT BELOW SLAB) WHERE APPROVED BY CODE (NOT ALLOWED IN CEILING RETURN AIR PLENUMS). UNIT CONDENSATE DRAIN• UNIT CONDENSATE DRAIN PIPING INSTALLED WITHIN THE BULDING SHALL BE TYPE "M" FOR 1' AND SMALLER OR "OW' FOR I -1/4" AND LARGER MD SOLDERED CONK TUBE CTIONSMADE WITH 9L WROUGHT PA ELBOWS AND TURNS GREATER THAN 45 DEGRE. TTERN SOLDER. INSTALL CLEANOUTS AT ALL INSTALLED OUTSIDE THE BUILDING AND ABOVE GROUND N SHALL BE SCHEDULE 40 PIPING PVC, WHERE ALLOWED BY CODE. TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN ON DRAWINGS. (NOTE: PVC PIPING IS NOT ALLOWED IN CEIUNG RETURN AIR PLENUMS). • 9 10 11 8 15B 2 -7 PIPING AND EQUIPMENT INSULATION, ALL DOMESTIC COLD WATER PIPING AND UNIT CONDENSATE DRAIN PIPING (WITHIN BUILDING): 1/2' CERTAINTEED ONE -PIECE FIBERGLASS COVERING WITH FIRE- RESISTANT JACKET WITH SELF - SEALING LAP, OR EQUAL OWENS - CORNING OR ARMSTRONG. ALL DOMESTIC HOT WATER, INTERIOR ROOF GRAIN PIPING ABOVE CEIUNG (OR EXPOSED), ROOF DRAIN SUMPS: I" CERTAINTEED ONE -PIECE FIBERGLASS COVERING WITH FIRE- RESISTANT JACKET WITH SELF - SEALING LAP, OR EQUAL OWENS- CORNING OR ARMSRONG, COVER FITTINGS INSULATION SHALL INSTALLED N A PROFESS NAL APPEARING MANNER: : POOR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 189 2 -3 PIPING INSTALLATION, PIPE SHALL BE CUT ALIGNED, SECURELY ONNECTED, JOB F AND PROPERLY O PIP NG SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION. PROVIDE PIPE SLEEVES WHERE PIPING PASSES THROUGH STRUCTURE, THREADED, WELDED, AND SOLDERED JOINTS SHALL BE MADE IN A WORKMANLIKE MANNER ACCORDING TO GOOD PIPEFITTING PRACTICES. WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER. CAST Io R N PIPE FOR SEWERS SHALL HAVE JOINTS CONNECTED WITH NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL STANDARD CISPI 310 -85 COUPUNG TO BE USED TO CONNECT HUBLESS SEWER PIPE, HUSKY OR APPROVED EQUAL LAY PIPE AT JOINT. MINIMUMS PE BE WITH 8' PER FOOT TO CONFORM TO CITY SEWER CONNECTION VERIFY WILL LEVATION POINT PRIOR TO BEGINNING INSTALLATION. F THE WASTE LINE WILL NOT TIE IN TO TERMINATION ELEVATION WHILE MAINTAINING PROPER FALL, THEN CONTRACTOR SHALL NOTIFY ENGINEER, SO THAT AN ALTERNATE ROUTING MAY BE WORKED OUT. FERROUS PIPE HANGERS SHALL BE FEE & MASON FIGURE 215 OR EQUAL UNISTRUT MALLEABLE IRON SPLIT RING HANGER; COPPER PIPE HANGERS SHALL BE FIGURE 361 CAST BRASS WITH PLATED ADJUSTER. NO PERFORATED STRAP IRON HANGERS WILL BE FEE & ALTERNATIVE HN ER.. CONCRETE INSERTS, WHERE REQUIRED, SH LL BE MIDWEST, DR TRUSCON, HANGERS SHALL BE SPACED AT TEN FOOT INTERVALS OR LESS, AS REQUIRED TO AVOID SAG, PREVENT VIBRATION, AND ALLOW ACCURATE LEVELING OR GRADING. VERTICAL PIPING SHALL BE SUPPORTED BY FEE & MASON FIGURE 241 OR EQUAL CLAMP FOR FERROUS PIPING, AND FIGURE .358 FOR COPPER. PROVIDE SHEET METAL SADDLES FOR INSULATED PIPING, WHERE WATER PIPING OCCURS IN EXTEROR WALLS, PIPING SHALL BE HELD AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL; INSULATION BATT OR OTHER INSULATION (MINIMUM R8) SHALL BE INSTALLED BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B 2 -4 PIPING STERILI7ATION, STERILIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER SOLUTION SHALL REMAIN O IN NE CONTAINING ATMIN�IMUM THAN 50 PPM AVAILABLE OF 24 HOURS, WIN EACH VALVE SY BEING STEM WITH CITY WATER TR UNTIL RESIDUAL S LOWS ED COMPLETION, FLUSH CITY WATER LEVEL 158 7 -5 TESTING ALL WATER PIPING SHALL BE TESTED WITH 25 PSI OVER STATIC WATER PRESSURE BUT NOT LESS THAN 100 PSI HYDROSTATIC PRESSURE. GAS PIPING SHALL BE TESTED WITH 30 PSIG AIR PRESSURE. ALL WASTE PIPING SHALL BE TESTED WITH ALL STACKS FILLED WITH WATER, AND ANY OTHER TESTS REQUIRED BY THE PLUMBING INSPECTOR. ALL PIPING BE INSULATION IS PRESSURE FOR AN INSTALLED, UNINTERRUPTED PERIOD OF NOT LESS THAN 24 HOURS. ALL UNES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT, 1583 PLUMBING SPECIALTIES: 15B 3 -1 TRAPS. CI FANOIITS. VAI VFS. WAI J HYDRANTS. FLOOR DRAINS. ROOF DRAINS, ETC. PROVIDE WATER HAMMER ARRESTORS AS SCHEDULED ON THE DRAWINGS. ARRESTOR TO BE SIOUX CHIEF HYDRARESTOR OR EQUAL TRIPLE 0 -RING SEALED AND LUBRICATED ACETAL PISTON. IF NO ARRESTORS ARE SCHEDULED, PROVIDE A SIZE A ARRESTORS WITHIN 20 FEET OF THE END OF EACH DOMESTIC HOT AND COLD WATER PIPING BRANCH. FLOOR N WITH SQUARE NICKLE BRONZE TOP, OUTLET #4026 SERIES. SIZES REQUIRD. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH CLENOUF LOCATION, AND TO ROUGH -IN AND INSTALL EACH CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. WALL CI FANOUTS SHALL BE JAY R. SMITH #4452 SERIES, WITH ROUND PLUG, OF SIZES AP EQUIVALENTS ARE E JOSAM, ZURN, OR WADE. CLEANOUTS SHALL BE INSTALLED AT POINTS AS NOTED ON THE DRAWINGS, AS WELL AS AT THE FOOT OF EACH SOIL WASTE OR INTERIOR DOWNSPOUT STACK. MINIMUM EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES, AND AT OTHER POINTS AS REQUIRED FOR EASY SYSTEM MAINTENANCE. CLENOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4 ", AND 4" SIZE FOR PIPES ABOVE 4 ". GREASE ALL CLEANOUT PLUGS. DATE VAI VFS SHALL BE JENKINS FIGURE 47 -U BRONZE RISING STEM WITH SCREWED ENDS. RAII VALVES MAY BE USED IN LIEU OF CATE VALVES, AND SHALL BE NIBCO /T580; TWO PIECE BRONZE BODY, WITH SCREWED NOS, BRONZE BILL WITH CONVENTIONAL PORT, 400 PSI, BLOW-OUT PROOF STEM. FERROUS UNIONS SHALL BE CRANE OR EQUAL COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMUNE OR SHALL BE UNIVERSAL SWEAT RO OR EQUAL DIELECTRIC TYPE T HREADDEED UNIONS INSERT. WAIT HYDRANTS SHALL BE JAY R. SMITH /5609 -OT "NON- FREEZE ". CAST BRONZE, SATIN NICKEL PLATED FACE, WITH INTEGRAL VACUUM BREAKER, 3/4' HOSE CONNECTION, REMOVABLE KEY HANDLE OPERATOR; OR EQUAL JOSAM, WADE, OR ZURN. PROVIDE ACCESSIBLE STOP VALVE INSIDE BUILDING. Fl OCR DRAINS SHALL BE JAY R. SMITH #2010-A WITH NICKLE BRONZE TYPE A STRAINER, OR EQUAL JOSAIM, WADE, OR ZURN. ROOF DRAINS SHALL BE JAY R. SMITH OR EQUAL JOSAM, WADE, OR ZURN, WITH ROOF SUMP RECEIVER AND UNDERDECK CLAMP; PROVIDE EXPANSION JOINTS WHERE REQUIRED. TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. TRAP PRIMERS SHALL BE PRECISION PLUMBING PRODUCTS 'PRIME RITE" WITH BRASS BODY AND INTEGRAL VACUUM BREAKER, PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. 1564 PLUMBING FIXTURES AND EQUIPMENT.; 15B 4 -1 PIIIMAIM! FIYTIWFc FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED. OR APPROVED EQUAL AMERICAN-STANDARD, KOHLER, ELKAY, STERN-WILLIAMS, CRANE, OR JUST. ALL FIXTURES SHALL BE OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHALL BE ALL FIXTURES SHALL D BE E LEFT CL EEANN. FOR E QU QUANTITIES AND DESCRIPTIONS. 15R 4 -2 WATER HFATFR WATER HEATERS SHALL BE OF THE TYPE SCHEDULED. NOT ALL WATER HEATER TYPES MAY BE USED. REFER TO PLAN. l i l o n l I I I i l l II1112111 '1 11 1 31 1 11111111111111 II111111I 1111111III 4) 5 6 Y a 'Ru II t, r I , 96 I. £ Zl• LL I'' 9 6 8 t I I 1 111111111 I1LI I I I I I I I III I LI I I I (1.111 I I I LL LLLI l I I Il I LILT I 1 , . - _..: 9_�..�. �: � � .v ��1 ,~, . z � w� I II IIII11 1111,I,I IIIIIIIIIIl u1LLI111L1111II1111111111111I1111II IfIIIIIIIIIIIIIIIIIIIIIII I 10 WATER SCHEDULEDTONSTHE SHALL BE OR Ea UAL EE INSTANTANEOUS SINGLE POINT'. ELECTRIC D E HEATER SHALL VOLTAGE, PHASE, AND WATTS OF P WATER HEATER G WITH A THE DMSION 16 CONTRACTOR. WATER HEATERS SHALL. BE ELECTRIC, A. 0. SMITH, STATE, OR APPROVED EQUAL, AS CUSSUNED ON THE PLA. TANK TYP WITH�STEE JACKET FIBERGLASS INSULATION, MAGNESIUM ANODE, AND TEMPERATURE AND PRESSURE RELIEF VALVE WITH DISCHARGE COORDINATING THE CO RRECT T VOLTAGE, PHASCONTRACTOR P WATTS OF WATER HEATER WITH THE DMSION 18 CONTRACTOR, 158 4 -3 EQUIPMENT FURNISHED BY OTHERS, THIS WATER SERVICES, AND SHALL RCOMPL AND INSTALL MID C NE VARIOUS SINKS. PLUMBING AND KITCHEN EQUIPMENT. ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPUER PRIOR TO SERVICE INSTALLATIONS. SECTION 15C. AUTOMATIC TIC SPRINKLER SYSTEM; 150 1 -1 INSPECTION OF SITE, THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND DONE. FAILLLURENTOR00DSO AS TO THE WILL NOT SUFFICIENT J TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15C 1 -2 ZQPF. ALL SPRINKLER WORK SHALL BE PERFORMED BY A LICENSED SPRINKLER CONTRACTOR. FIRE PROTECTION SPRINKLER CONTRACTOR (FPSC) SHALL PROVIDE A COMPLETE AND SPRINKLER VALVES, PIPING AND TENANT SPACE. FPSC SHHAL.L�VER REQUIREMENTS WITH LOCAL CODE G OFFICIALS PRIOR TO BID. FPSC SHALL VERIFY AND COORDINATE ALL WORK WITH THE LANDLORD SPRINKLER CONTRACTOR. SYSTEM SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF STANDARD /13 OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND MUST BE ACCEPTABLE TO THE INSURANCE INTEREST HAVING JURISDICTION, THE FIRE MARSHAL AND LOCAL, STATE, ND NATIONAL CODES HAVING JURISDICTION. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE UMREO TO THE FOLLOWING: 1. OVERHEAD WET -PIPE SPRINKLER SYSTEM FOR TENANT SPACE. 15C 1 -3 NSTAIIATION REQUIREMENTS, FIRE PROTECTION SYSTEM COMPONENTS SHALL BE MANUFACTURED BY GRINNELL, RELIABLE, CENTRAL, VIKING, POTTER- ROEMR, OR APPROVED EQUAL OR AS SPECIFIED HEREIN. PIPING IN AREAS HAVING SHALL BE CONCEALED. PIPI COUNGS ER BE EXPOSED AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. SPRINKLER HEADS IN AREAS WITH FINISHED HARD CEILINGS (GYPBOARD, EEC) SHALL BE CONCEALED TYPE WITH WHITE DROP -AWAY COVERPLATE. SPRINKLER HEADS IN AREAS WITH FINISHED ACOUSTICAL CEILINGS SHALL BE SEMI - RECESSED CHROME-PLATED TYPE WITH CHROME- PLATED ESCUTCHEON. SPRINKLER HEADS IN AREAS OF EXPOSED PIPING IN BE A MINIMUM OF 6' FROM THE CEILING GRID T -BARS AND UNLESS FUNCTIONALLY IMPOSSIBLE, SHALL BE CENTERED WITH AND BETWEEN ROWS OF UGHT FIXTURES, SPRINKLER PIPING 2 -1/2" AND LARGER MAY BE SCHEDULE 10 BLACK STEEL SPRINKLER PIPING I -1/4" THROUGH 2' MAY BE AWE 'XL' OR APPROVED EQUAL 1' PIPING SHALL BE SCHEDULE 40 BLACK STEEL, ALLIED TUBE OR EQUAL PIPES SHALL HAVE WELDED, SCREWED, OR MECHANICALLY JOINED FITTINGS. AND CODES PROVIDE S ND INSTALL FULL P FLOW FIRE METER OR DETECTOR U CHECK METER IF REQUIRED. PPS ORN REQUIRING IGERS SHALL BE AVOIDED. WHEN DESIGN REQUIRES CUTTING, D UETO ECONOMY, APPEARANCE OR SIMILAR ASPECTS, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT'S WRITTEN APPROVAL 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 TRADES AND CONFLICTS OCCUR, S RINK L LER PIPING WITHOUT SH AiALL BE RELOCATED WITH OTHER AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE CONFLICTS. WHERE PIPING PASSES THROUGH WALLS, FLOORS, CEILINGS. OR OTHER BUILDING CONSTRUCTION, SLEEVES MUST BE USED. WHERE EXPOSED PIPING PASSES THROUGH SPLIT WHIR PLATES OR ESCUTCHEONS SHALL INSTALLEED FR SNUGLY AROUND THE PIPING. WHERE FINISH IS NOT A PROBLFJI SUITABLE PLATES SHALL BE PROVIDED AT EACH HOLE TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A FIRE STOP. SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION PENETRATIONS WITH 3M CP -25 ARE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. PROVIDE ALL ITEMS OF' SPRINKLER SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING. AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. &Ella � R C � �1�ANC E SEP 2 7 2005 City Of Tukwila BLITIDTRIP nivicTON 11 12 12 � i prO 524 TUKWILA, WA! 17420 Southcenter Pkwy Tukwila, WA 98188 PROJECT TEAM OWNER SPRINT PCS SPRINT SPECTRUM, L.LC. 6130 SPRINT PARKWAY, BLDG. 10 OVERLAND PARK, KS 66210 PHONE: 913 - ( ) 76 2 5930 CONTACT: JP BROCKET OWNER'S PROJECT MANAGER TRAMMELL CROW 3915 S. NEBRASKA STREET CHANDLER, AZ 65248 PHONE; (913) 315 -5110 CONTACT: TONY HARRISON ARCHITECT CARRILLO ARCHITECTURAL GROUP, INC. 11231 COLD EXPRESS DR.. SUITE 103 GOLD RIVER, CA 95670 PHONE: (916) 266 -6000 FAX: (916) 266 -6006 CONTACT: NATE IENINCER MEP ENGINEERS HENDERSON ENGINEERS 8.325 LENEXA DRIVE, SUITE 400 LENEXA, KS 66214 PHONE (913) 307 -5464 FAX: (913) 307 -5400 CONTACT: TREVOR JONES tremor ,jonesOhendersonengineera.com CITY OF TU SEP 2 2 2065 PERMIT CENTER 0 1 IISSUED FOR PERMIT AND 810 No. Revisions / Submissions HENDERSON ENGINEERS INCORPORATED 6335 LENEXA DRIVE SUITE, 400 LEHExA, ES 66_14 -I0�5 TEL: 911- 307 -5300 FAX: 9131- 307 -5430 WEB: WM'l.HENOEREONENGINEEP5.CCM 0550000534 CARRILLO ARC HITEC TUR AL GROUP IN C J. AIL Steven . Carrillo ypay112N�31 I oI41 Elmira Or. YN� 6 0A 00070 The ARCHITECT. CARRILLO ARCHITECTURAL GRO MCORPORATEd, HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS W CHANGED OR COPIED IN ANY FORM OR MANNER A WHATSOEVER NOR ARE THEY TO BE ASMONEO TO ANY PERO PARTY WITHOUT FIRST OBTAWNG THE EXPRESS VAL WRITTEN BE USED FOR CoNSrnucnoN TIL MORN 0 BY DRAWING HTECT. Drawing Titl1! , EC HAN I CAL SPECIFICATIONS Seal j.P.brocketOmolT.spri Loom aharrisonOtrammellaoW,corn nateheningerOcorrl600g.com j)rpw I C ecked v wl�Lll u Project No. 05129.29 Date Scale NONE Drawing 7 -25 -05 7 / 2 5/ 0 5 4 : Date