Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D03-308 - UNISYS - TENANT IMPROVEMENT
UNISYS 11621 EAST MARGINAL WAY SOUTH D03 -308 z • W. 00 co LIJ WI W O` I• d Z1-: HO Z W n p o O N • 1- W uj 2 —W O wZ co -�i O Z Parcel No.: 1023049044 Permit Number: D03-308 Address: 11621 EAST MARGINAL WY S TUKW Issue Date: 11/24/2003 Suite No: Permit Expires On: 05/22/2004 Tenant: Name: UNISYS Address: 11621 EAST MARGINAL WY S, TUKWILA, WA Owner: Name: CHATHAM CO LLC Phone: Address: C/O RJ HALLISSEY CO -R KOLPA, 12720 GATEWAY DR STE# 105 Contact Person: Name: TERRI IVERSON /ED HANBICKI Phone: 206 264 -9195 Address: IA - PIER 56, 1201 ALASKAN WY, #201 Contractor: Name: HOWARD S WRIGHT CONST CO Address: PO BOX 3764, SEATTLE WA Contractor License No: HOWARSW044OZ DESCRIPTION OF WORK: CONSTRUCTION OF INTERIOR PARTITIONS, SUSPENDED CEILING AND INTERIOR FINISHES. ADDING NEW MEN'S /WOMEN'S RESTROOMS. NEW MECHANICAL (SEE PERMIT M03 -158) AND ELECTRICAL SYSTEMS ARE DESIGNED UNDER SEPARATE PERMIT. NEW SECURITY AND VOICE /DATA CABLING SYSTEMS TO BE FURNISHED AND INSTALLED BY OWNER. ALTERATIONS TO THE EXISTING BUILDING ENVELOPE INCLUDE NEW WINDOW AND DOORS. ADDITIONS TO THE BUILDING SITE AND BUILDING EXTERIOR INCLUDE INSTALLATION OF NEW SECURITY CAMERAS, NEW CONCRETE EQUIPMENT PAD /ENCLOSURE AND NEW LOADING DOCK STAIRS /LANDING. SHELVING /RACKING TO BE INSTALLED UNDER SEPARATE PERMIT.WATER SERVICE PROVIDED BY WATER DISTRICT # 125. Value of Construction: $ $365,000.00 Fees Collected: $4,092.79 Type of Fire Protection: SPRINKLER /AFA Uniform Building Code Edition: 1997 Type of Construction: III -NR Occupancy per UBC: 0016 Sanitary Side Sewer: Sewer Main Extension: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT N N Private: N D03 -308 Phone: 206 - 447 -7654 Expiration Date: 09/26/2004 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Public: N Printed: 11 -24 -2003 Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -308 Public: N Printed: 11 -24 -2003 Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Date: /i- ,.z,7fr3 The granting of this permit does not presume to • i e authority to violate or cancel the provisions of any other state or local laws regulating construc on gr the perfo man c of - or . I am authorized to sign and obtain this development permit. Date: / / 2 4 // 3 72bgr /&TDF6.I 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. D03 -308 Printed: 11 -24 -2003 :t i<, ...s.v....+n...n.+... City of Tukwila PERMIT CONDITIONS r Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206).431 -3670 Parcel No.: 1023049044 Permit Number: D03 -308 Address: 11621 EAST MARGINAL WY S TURIN Status: ISSUED Suite No: Applied Date: 10/01/2003 Tenant: UNISYS Issue Date: 11/24/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835- 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 9: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 10: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 12: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 14: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this doe: Conditions D03 -308 Printed: 11 -24 -2003 code shall be valid. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: Maintain fire extinguisher coverage throughout. 21: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 22: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 24: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 25: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 26: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 27: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 29: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 31: Local U.L. central station supervision is required. (City Ordinance #1900) 32: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 33: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) doc: Conditions D03 -308 Printed: 11 -24 -2003 • 34: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 35: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 36: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 37: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: IV Z `r b3 Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 - 726e ENT ED r - o /LD D03 -308 Printed: 11 -24 -2003 Site Address: Floor: Tenant Name: t.A1 `4(9 New Tenant: Property Owners Name: tS , 3, 4 -.,tS NiCo, I Mailing Address: 1 20 G iLNA` 6-; : In, City ;GENERAL: Company Name: Mailing Address: Mailing Address: 4 1 \applications \permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 7 'T �✓�-- 1 IK‘` G Mailing Address: -LA S6 STe- 1 #.20 ( � 12.0 — 'C ax Number: (2BCD ' 1 60/ E -Mail Address: - t / LA; e Sc h ` v (.If 1T .0 t( 1 o C �/' ( ' ONTRACTOR•: INFO. RMATIO Contact Person: - F Company Name: '�F P�liJt4t�O �� 1 1, \•.) Mailing Address: OS E -Mail Address: r 15+ (Z V\SU C-C- C 0 uM Contractor Registration Number: HOW6 RSW 0 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** All plans must be'wet.stamped by Architect of Record = 5U I 2 G i - : 1 _ . 0 I ALA x-1\1 * City Contact Person: eta ' � ) C {�. ( Day Telephone: (MCP E -Mail Address: gur ktci �� �t�=c ( i2 ) (vAIlf I a ( G C.OlVi Fax Number: (7c ENGINEER OF; RECORD' -All. plans must tie wet`stamped b Eng�neer;oiR Company Name: 9-- - '�' I'�` �.�[' C . u -JE.Su - Contact Person: N Mb�T lam{ G (` . E -Mail Address: g • Suite Number: , C City Day Telephone . 20 Fax Number: 2,0 C� State Day Telephone: C , - U i (N�, City State .... Yes ❑ ..No \ '81(4?) Zip State Zip ( - 7 5,c� 1-47 (kt 9e Dt Zip &/\ e v06 Flo State Zip 2-'4 9 (9 S City \ State Zip Day Telephone: (2O `1 6 U Fax Number: (2 -0 () _34 9 ( IL ING F ORMATIO 0 -43 ,. ,- 4 ' RNIITINF N >!i K 3 670��' :-- ; �p I. f ' 34-101 , z:'1,'- iQ4[ f : ; i !. -da l .;r: ,4 � ' -' 1:r•.. r .s. . , , : t:;. X N �� � i � : � l ' `ice 1 .7'1 y�! Existing Building Valuation: $ Q NI Valuation of Project (contractor's bid price): $ �='''� - / Scope of Work (please provide detailed information): AN' t VPc C��� Will there be new rack storage? .Yes ❑ -No If "yes ", see Handout No. for requirements. ( oT Y L�R r t,&N Cc> p` l :Floor :_ 2"° Floor: 3'°: Floor Floors �:Bstsement� �: ::Accessory .Stiueture +' ••.Attached Garage • - Detached :Garage 'Attached.Carport_: Detaehed`Carport : :Covercd <•., Uncovered Deck 29 Addition to Existing - Structure = Type of Construction per UBC Type of Occupancy per UBC 7 PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 'ppliationskpermit application (3.2003) 3/2003 • Provide All Building Areas in Square Footage Below ..Sprinklers ]..Automatic Fire Alarm ❑..None ❑ . Other (specify) ill there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Page 2 ';L :57, ivam 't.- ,. wq<M'.r...rewspn.a. PUB IC: I RICS TERMITINFQiATI Scope of Work (please provide detailed information): Please t� Public Works Bulletin; #1' for , fees and esti ate sheet. Water District ❑...Tukwila ❑... Water District #125 ❑ .• Highline ■ ...Renton ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑ ...Va1Vue .,a ❑.. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided " ❑ .. Approyed PI ❑ ...Septic System - For onsite septic system, provide 2 copies of.a current septic design Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill FINANCE INFORMATION Water Meter Refun lling: \applica mit application (3.2003) 3/2003 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water „ ❑ .. Abandon Septic T • nk ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire me ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public „ W O# WO# Private Private '20 6.433 017 Call before you Dig: 1- 800 - 424 -5555 Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sew r ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: City State Zip Name: Day Telephone: Mailing Address: State Zip Page 3 ❑ .. Geotechnical ' eport ❑...Traffic Impact Analysis ❑ .. Maintenanc Agreement(s) ❑...Hold Harmless ❑ .. Right -o way Use - Profit for less than 72 hours ❑ .. Right - . f -way Use — Potential Disturbance ❑.. ❑ Storm Drainage ork in Flood Zone ❑ ...Seattle ns Provided pproval by King County Health Department. ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size Day Telephone: City Unit Type: '.; Qty Unit Type' Qty Unit Type: Qty : Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind E CIronIC- TRTPAMATAPPI,f 206•=431: -367 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: 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 ** Valuation of Project (contractor's bid price): $ fee3 toao Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....0 Commercial: New .... Replacement .... [] Fuel Type: Electric ID Gas... Other: Indicate type of mechanical work being installed and the quantity below: 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 THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Mailing Address: V • • l ie tons • rmit s lication (3 -2001) J tt ��� I��ff (L. � ��(�� i t, � :+.M.. «w: .l'v! ; !lZ : f. �YJ .x`:'J��bt:�'fS;Jt.�:� +�Pt.Yi6 Y. X Print Name: —{•--W Date Application Accepted: --d3 • ,r�,/ /vricic Date Application Expires: city Day Telephone: Fax Number: State Zip Date: 1 Day Telephone: � A 2-6N ` 9 l ( Staff Initials: /C3 z RECEIPT f- Parcel No.: 1023049044 Permit Number: D03 -308 0 O Address: 11621 EAST MARGINAL WY S TUKW Status: APPROVED co 0 Suite No: Applied Date: 10/01/2003 co i Applicant: UNISYS Issue Date: u) u.. w0 g J Receipt No.: R03 -01414 Payment Amount: 37.60 N Initials: SKS Payment Date: 11/24/2003 03:29 PM Z Ill User ID: 1165 Balance: $0.00 H 0 . zF- w D CI Payee: HOWARD S WRIGHT CONSTRUCTION CO 0 (/) 0 1 wW HU - Type Method Description Amount LL F0 .. Z Payment Check 268908 37.60 0 N . I O~ z TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES Account Code Current Pmts 000/322.100 37.60 Total: 37.60 5069 it /26 9716 TOTAL 544.45 Printed: 11 -24 -2003 Parcel No.: 1023049044 Permit Number: D03-308 Address: 11621 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 10/01/2003 Applicant: UNISYS Issue Date: 11/24/2003 Receipt No.: R03 -01471 Initials: SKS User ID: 1165 Payee: ROBERT REDFORD Payment Cash ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES RECEIPT Payment Amount: 47.00 Payment Date: Balance: TRANSACTION LIST: Type Method Description Amount 47.00 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 12/11/2003 08:44 AM $0.00 - 556712/i5 9716 TOTAL 47.00 Printed: 12 -11 -2003 Parcel No.: Address: Suite No: Applicant: Initials: User ID: Payee: doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1023049044 11621 EAST MARGINAL WY S TUKW UNISYS Receipt No.: R03 -01193 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description IA - INTERIOR ARCHITECTS Check 92198 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Description Account Code 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 4,055.19 Current Pmts 2,440.15 1,610.54 4.50 Total: 4,055.19 D03 -308 PENDING 10/01/2003 4,055.19 3242 10/02 9710 TOTAL 4055.19 10/01/2003 11:52 AM $37.60 Printed: 10 -01 -2003 z = z C QQ � -J 00 LLI J F. u. WOO U. Y2 0 = 1- _ W z1.- Z1- uj • p co O — C3 1-- W W 1-- — L O tl.I c o O z Parcel No.: 1023049044 Address: 11621 EAST MARGINAL WY S TUKW Suite No: Applicant: UNISYS Receipt No.: R03 -01518 Initials: SKS User ID: 1165 Payee: ED HANBICKI TRANSACTION LIST: Type Method Description Amount doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Permit Number: D03 -308 Status: ISSUED Applied Date: 10/01/2003 Issue Date: 11/24/2003 Payment Amount: 47.00 Payment Date: Balance: 47.00 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 5777 12/19 9716 TOTAL 47.00 12/19/2003 09:50 AM $0.00 Printed: 12 -19 -2003 Project: Type of Inspec ion: Address: Date Called: Special Instructions: 1 71 Date Wanted: 73 C) C a7` Requester: d''' 7 � Phone o: (/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: e)L, Approved per applicable codes. El Corrections required prior to approval. El $47.00itE1NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project�L L, 5 Type ;57 � 7Z /e Address: f //42.f /,(4( Date Called: Special Instructions: • r - ✓ Requester: Wanted: /!( m ^/� // �� Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 Approved, per applicable codes. f COM ENTS: Inspecto INSPECTION RECORD Retain a copy with permit Date: PERMIT Corrections required prior to approval. /04 - O L / El $47.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee mat be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i+ .J'X�<n,J_H.ta. � \. ✓a..W.rV. 47 S/..�.:✓.. Kr/. >�Lrxr.M.e.'� ...w+.r ...i s.w Project: Type of Ins ttion: • Address: � // / /b ?/ ' 1 Date Call • /0'e Special Instructions: /© rirji ,0 ,"e r t , / //(•/ Ni / 2 .-G , s Date Wa to • C� �/ ' . '—/ / '- O5/ r t Request r: iate,i,i- Pho e•No: (� ( C)6rT 1 /9 -- ,1 � 9{ . � 3 N ti ` ;y y Vf� ; 4.4" r `V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . .I • (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. • COMMENTS: 6 CF >7t 4A6 Ei $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of ppection: • Address: (� if* Date Called0 _ Special lnstruttions 6 1 - " Date Wanted: �_-- �a.ma. ��� p.lfi. Requester: " Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (21 6)431 -3670 R Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?sY:d•?:i" Wes �;;ti":':,`r�`?.�:w,�v;. COMMENTS: /J •vt 0.+/' /J • ' ■2.r �7 Q ,i1 ,c S 1 .. h I'- 1' &, / /l i l Spelcial Instructions: r -- 4" Fc / .- ,.. 12 e Date Wanted• 3, oy ( p. m 2) 4"Tl/ ex / 4 ;e-- 6S ;1/4 h /Y E 6e ,3"1'Ie _ 3 A '1N l a.% ,..),)• 4f// J7. l./ ?- i °` fin/ ..g - l, J. L - s,/,/ 0/, g 2' • 16-<.. .0.5 t r Jfrh .5, 4.6��� 4. ■ -4, .4 5/f/6 , (.. . - 7/4 5 " j`-v4 Project: Type of Ins ection: Al ress��. I P A57 /n/4/ Date Called: Spelcial Instructions: r -- 4" Fc / .- ,.. 12 e Date Wanted• 3, oy ( p. m Requester: Phone No: �+'wf � "nt..n.. fa' .: ..'f,!. �..cu.,.. 12Z, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. /Qe- / ?— INSPECTION RECORD Retain a copy with permit Inspecto /� (206)431 -3670 Corrections required prior to approval. Date: DI $47.00 REINSPEC1 ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS . ) "- rfrtge "...14- r�•r� )>' �}�, r f/.iti> � 1 AK / " (3 Date Called: Special Instructions: Date Wanted ,. a.m. p.m. Requester: ' , ,/ k) . . / ‹, h ) /4 m , 4,1 4,,,,/-44.,-.7.9,9, , ...V---- . 44• //f_, f ��►►•• ` A. ' .... errs 71-4044$ // r' Project: i S ( -7 S Type of Inspection: " Address: Date Called: Special Instructions: Date Wanted ,. a.m. p.m. Requester: Phone No: El Approved per applicable codes. Inspector: INSPEC ION ECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI 206)431 -3670 14 Corrections required prior to approval. Date: El $47.00 REINSPECTIbN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ` z,//t// 5 VS Type of Inspection: L ,; -; A -1.:v" 0 Opt" i f) . - Address: //6 Al '4 5 , T /724/.1!4 / a q(j Date Called:✓ 7- .29 - e`/ '` . Special Instructions: Date Wante y - 3 d (km, p.m. Requester Phone No: Q �/c/� /� �y+P a O (A V t ! '— f V /, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. w COMMENTSI \- // ..■, e--, �.� /un ("-e J Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Jype of IJ,spection :.- `�, /-' u•' " '4- i ((? ,�.e A AI (r, Aa: ? a 3 -- A-pp ao-ynio if4--ez _ - S p..N.,`l /kNJ Special Instructions: , • Date Wanted: 3 / — 1/64 m p.m. : Requester: '-� a- ., Phone No: / { s •' 7 ,, Pro ect• . f / � (/I.I Jype of IJ,spection :.- `�, /-' u•' " '4- i ((? ,�.e A AI Address: /1 (0 aI Hf•764• `.(l 5 Date Called: ,. 4704 Special Instructions: , • Date Wanted: 3 / — 1/64 m p.m. : Requester: '-� a- Phone No: / INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE + I . CITY OF TUKWILA BUILDING DIVISION � � 6300 Southcenter Blvd., #100, Tukwila; WA 98188 (206)431. -3670 El Corrections required prior to approval. Dat 00 REINSPECTION FEE REQUIRED Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 P t: f Type of Inspection: S (,4--<170 ' l '..,Q..� . n A r s: Al F , Md,: to Date Called: Special In tructions: a te Wanted: Q ' • 01m, , (. p:m. Requester: 0 Phone Noo:: /] 2 tl`{ r /�(; /�J I — 7V q � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD' Retain a copy with permit PER IT O ( 0.)431-3670 Corrections required prior to approval. COMMENTS: nw1 � O (Jt 1 Inspector Date: ' -02-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr je t: Type of Ins ection: (A) thykx,friei Ad ress: ( (Q(9 ( • f , Date Called. ,,t,,�.t c.(� f Special Instructions: adth Date Wanted; , q(I0i-( v' a:m. p.m• Request n Ph Phonel ` (1 4 g 3 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D PER T NO. (206) 31 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: - Date: 2- O L/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S_0 fit1�•.I� i:� �� a Prod ct: Type o -inspection: i Address; i (Yl .5, Date Called: ( � � Spec l I st: tions: /M Date Wanted: "-.).. ( , (Dlif a s rrri• Requester: / 2_ 0 Phone _ (z - qq 36 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DD3 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: "P >m 4 - 7 8 I L 17 1 `r I M A T T ' lOpInn \-e'C* 4-0 1 rt S r7 -PC R rr,Q ( !3 Inspector. � Q ? Date: 19, o- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f Proj ct: % tit 1 Ct/ Type of nspection: -- fit f� � Address. \ � I ll H� t r r �-�t� Date , -. 1 1 / �� ( 1�' / 7 Special Instructions: Date�Wanted: °� (a Requester: PholX,t�'i 1J 23s01 g • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7 3- ,. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: V*17;lvli 1 - 0 t/1 t --VfJY' 0 Inspector: Date:' T3 "0 L I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project., L (/�L e- . Type of Inspection: • %,., Yrl rir c ,,--J Address: -7 j . „ //6<i / } ?ei- 1y,raf/ UJ Date Called: d - /' G). Special Instructions: v ' Date Wanted: -/ 7- 6.m. y p.m. Requester: / • Phone c 9D4- Fq - ��98- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. orrections required prior to approval. COMMENTS: fC) \la ( 1P( 1 0;i`41 \•' , vy∎A ► r\. ra 2 1 Inspector: Date: .2- 7 O - / / 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr jec • ( Typr 9f Inspection: • Ap r I/1/ Ad : � � '1 f � a • lA late Date� a\ alled: 0 / Special Instructions: , Wanted: 1 ! a.m. . Requester: 1 4 i Phone lNo: 49 Q 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit PER (206j431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: "ols L 'Date: z , �) L) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PraeSt�� c/(1,42" Type of Ipection: ,i Ad ess:I _ Date Called: ti Special Instructions: Date Wanted: 4 a Requester: � / �� (hone ti X +�9 - vo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: &IQ V aivv iL ,r Date: 2 -_ to -041 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i,) F c- - v t ci.,,1 ci ff roves k la" �, ( - y vtA i C, velk \ OW O l$t c -e G it 1 \)AV t &,viv., \r v !t Date Called: Special Instructions: J Date Wanted: 11 11 a.m. Requester: f� t9-e,4-4— Pr je Ty e'off Inspection: ; Adgl a s: d Date Called: Special Instructions: J Date Wanted: 11 11 a.m. Requester: f� t9-e,4-4— 26 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ta Corrections required prior to approval. Inspector Date: 2-9- 0 )-( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 3 0 .1 ---t '1,1h I f '-ooYL, Type of Inspection: . ( _ _ n 7` f .� ' y A 70 t 1 l ee 1,ft.6 C (J 4 (I / I 4?e1 &. f 6 1 -01.4P Simi`.` 1e, t' 14, f it—.. / `v, Sr '� .f (/j; .1 r .t it. • I I 47 o , f-!-t-7 ' S k D Wanted: air 4 fc,0 -e 6 2 Y ,9- \f - , / I r Cg.,-.._,4 ' r9l" / G.-'1 c %"-/. L.2.".- C / S • ./ Pro : G { Type of Inspection: . ( _ _ n 7` f .� ' y Address. 1 -F; i in if,& 1G Date alled: ). c / (30/0 Specia Ins�Eructions: D Wanted: air Requester: 0 I. Phon 2-5P r Rye_80 . INSPECTIOWNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit OL. Date: PER (206)431 -3670 El Corrections required prior to approval. $47.fS0 REINSPECT! ftQ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Addre s / 2 J5`', 1 inspection Date C r S eci I IrSstruttions: p Date Wanted: .. J ( � a.m. Requester: r Phone No: ,. .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 q • lein 1 PERM! O. ve 06)431 -3670 12( ........ Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 7 17 $47. EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: /( Al /S -5 Type of Inspection: • /,(i,4 / ria.igD - /V4/ Ad ress: /t 7/ &./144 C, i Date Called: /- ,2P ' S ecial Instructions: 1,6 1c, S , Date Wanted: f .-- o ?9 -C .m Requester: INSPECTION CITY OF TUKWILA BUILDING DIVISION kg1 , Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PO3 PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.b0ftEINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z. COMMENTS: S . ; ''t r A� tr.L-4- ''i ri r oil 5 r O1)vnc 1 } 2 1 LI i(.o, 17 1 i19 1 I i t-PSS tA)cM Vokrac j tt � r k p • 1 Lv►n1/;‘ r f (a rf1 vat I VV Pr L >i r`et 'VO v DV P&t V r00 2 1 `- f"'fi, c -4 'Aim 1 l Date Wanted: 4 /' Requester") nn Ph (,—,06) P / (P6,r' , Proj ct: f /,cyc Type f Inspection: ,24l�t 141 Ad r j �� M4 D to Called: Special Instructions: . ��/J V 5. Date Wanted: 4 /' Requester") nn Ph (,—,06) P / (P6,r' 21 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector "Z \.u..�C.X Date: 4 46 "0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " '' i"„?' "ieS^Etilli P'1C:'aC. 'F1M+.It4•w00Y0engw.wn^: [rvr•.r. ”.....; Project: • Type of Inspection: • Address:: m /� k,,c Date Called: /��/ Special Instructions: em erc p e , /1 do / Date Wanted: a Requester: 4 Phone No: 2o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 COMMENTS: R (A ee) c) OE p • Date: Approved per applicable codes. J Corrections required prior to approval. I(? 47.00 REINSPECTI N FEE REQUIRED. p rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i / L c. ic pi I /724,4 724, _... /7--, C r Le m7 r /la ,5/.40z)-4, ` L/1 V �LC/ r/ �/ 7 / r. �L "7 7 dem V P--te / ce ilt M. f ;1,h e loffSinAredi Sped 1 - , S9-. - 1C 50, •/ f C °in /G. /4 '5 iDa te Wanted: I7'v °�,1� , _ S 5 /, "..., t`� � /i 1:in ( 1- - /him_ Y7if L)-c,-,)Lo "A? c d..r9 / v - .✓1 Mi/ lam'} i i v <.,-,4, Project: f q, l Type of Inspection: S� ' �' O r /la Ad ress: Date Called: { Sped I Instructions: J iDa te Wanted: + f U Reuester: a.m. — Phone No: /� _ r } r) �/'^'}" I -. 3.J f J�j� // �� ^ 7 /y' (-� 4 I INSPECTION RECORD Retain a copy wit, permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. t. J / ,� i1 Date: ` - / a- El $47.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector Receipt No.: Date: / Corrections required prior to approval. ( 06)431 -3670 ProjecS: Li Ai SC1 < . pection: Type of Ins 1 , _./..-^1 • LAJA- // bavr,e0 Address: i i I to2j E • ' MAI . f Qate Called: I/ c .._.— Z. 0— ok-/ Special Instructions: ,,,,... t... Dde Wanted: a.m. Requester: –, i k..0 bei ./-1 Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Jb 3 -3og (206)431-3670 • Approved per applicable codes. Corrections required prior to approval. COMMENTS: C ) */--14‘ rtvit Art0A.V r: Date: /-2_,r)-15y .00 REINSPECTIO FEE REQUIRED. PrJp to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • • COMMENTS: 1.) S004Pv'An O ∎C-P5 WGt \s `k.. C:P I r rn. L Date 1letl: , ` an 1 15 /b3 Special Instructions: )_ \ 1 CO ., v� r66 v 1A /cA \.k r, - vt i c P i r h e �-- Ph5e6obt r. O `1 1 v lU 3.) Sk rG w 1 k 1 Pr ject: , ,(/l_t C,( �Ti Type of Inspqe��ction: j L ,� AY-MO 6 Ad ress: 1 I 2 € • L Date 1letl: , ` an 1 15 /b3 Special Instructions: Da a Wanted: (03 a.m. e Requester/_ �-- Ph5e6obt r. O `1 1 v lU INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 003 --3oe Approved per applicable codes. Corrections required prior to approval. Inspector' (� Date: 1 to, (oLi ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: N 2 )( J - A cry a env -+n. L. D -- l .2 (:: a in / / / / / -5v ef L4 L/a4 -T/ 17NA) pR- -4'A / W i t/17 - 44' / / So /4- 6 W J .E4-16 I' ems f(FAM/ n/ / A / ., Pro' c • I Ui S' (/4.- Type of Inspection: • la, ;4o, , • Addr s: ( Date Calle : . , j - ,. e� S p / f -- Da te Vyanted: / ,m, I � p.m. Requester: ',//4 P(ii_e,,,t/ Phone No: g , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. n rector: VI 447.00 REINSPEC3ON FEE REQUI paid at 6300 Southcenter Blvd., Sui Date: • — / o� D. Prior to inspection, fee must be e 100. Call to schedule,reinspection. Receipt No.: Date: COMMENTS: T of In ection: ` F t< 4 )44 > >\1., Address: Date Called: / j VJ , -efjile ,— i. Special Instructions: f / z— 4 p.m. Phone Nol 0 _ e r / _ 2 4/? 1--ic..k .._S1z. c itia 44 c 40 Gam, -F /.rr-i.. ..i•,l i- e)44 d i co i S, c�..,r.7- ,..--7' 6..4 _. / .G Gr 1.--4 i ,4/- c. '/1 I' aP Project. : 1 nl S t S T of In ection: ` F t< 4 )44 > >\1., Address: Date Called: Special Instructions: Date Wanted: ( — / z— 4 p.m. Request Phone Nol 0 _ e r / _ INSPE ION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: F . / 2.7...6. z 7/ $47.00 REINSPECT E REQ IRED. Prior to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: .�° \�'j��`� +� /f `H/1 i C/( ` `t O ✓h - G � . ,..)0� --1 ,091 t 1 r,v,,e 'r \p) IUra \L-. l n e.e \\ "ThiP V ■ VlA P 1 P r Date Called: I Oy. I -- 12 - 3 Special Instructions: \P 065 \ 1t 4 Phone No: q ,' „OG- e&/7. 6 U CO4 fence / .) I k q_. -174 1, _GQ' 7- kr , true` er tu.r,( �0„t1 ti)0\\ \ Project: ►Sys T ype of Inspection: ► ,91 b Address: 1 l (og. I , -. (Yl,4PG''' Date Called: I Oy. I -- 12 - 3 Special Instructions: Date Wanted: a.m. 1 — 12_ --0 3 p.m. Requester: Phone No: q ,' „OG- e&/7. 6 U INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 N Approved per applicable codes. Corrections required prior to approval. cv^-2 0 $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector`:" Date: k � r 0 Receipt No.: Date: ra' w y. Y,. �: 1. t�. r11'- PrsWYf' rt4_ t-{ a . {6:.0, , (46i;' A4•�Mri�cb.tF. z 2 • z re 11.1 J U O N 0 CO Ili J H U) IL W u_ = W H Z � Z0 W W O 0 1- W W L I o III Z U= Ci z Projects ` C 1/ / 7 % Type of spection: —121.-41-7i ' Address:, ✓ In J Date Called: ....._..... Special Instructions: (eN, It: i et,t, , � , Date Wanted: m Requester: f Phone No: JJ Approved per applicable codes. COMMENTS: Inspecto • INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do3 3�8 PER `(206)431 -3670 Rj ....., Corrections required prior to approval. 42/b fr '7 7 e f xose 47 /4 -c1./ , fro f Date: $47.00 REINSPECTIO T EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • COMMENTS: , I � - 6� R / -( 1, ,~ 1 r� �' 7j/tl (!_ .e_A , i-- / , s�/O i // ! /. /ai F G , (/ %J-7 s ii ki x.71 s .drJ1 Date Wanted: F Requester: Phone No: - 7 � i 0 / - ,) q `RC) I CS 7) A Project: Ty ,o f irKiS ioitf 1 ' 44'1. / , i) c. A dPi/ ss: a g � ' Date C Iled: jz Spe Instr1ctions:. Date Wanted: �' a, / Requester: Phone No: - 7 � i 0 / - ,) q `RC) I CS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 $8j , (z0 43:1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Date: S4 .0 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ‘ Type of I pection: ,, • • A dress: 1 I 2 ( F � . t ') Date Called: y, c . /�. � ?O 0.3 Sp ci I stru dons: Da a Wanted: / ^� a � ` / ! //O p.m. Requester: n I O Phone No: D til — W L-1 -- WD q9 �Approved applicable codes. INSPECTION RECORD Retain a copy with permit D INSPECTION NO. PERMIT A;1 a CITY OF TUKWILA BUILDING DIVISION '+ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 . ) L-IALN c ku1/4.0 — (icto Date: �. (� I A 47.00 REINSPECTION F E REQUIRED. Prior t, inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: irK`M;l:Sta�2 <�: COMMENTS: j R_ e _�', ! 1 , 1/ ') /V -e-12-41--t_. ,--� Date ailed: IV , , Special Instructions: ✓ 3 Date Wanted: i ) C ti liS t2,47 e s1- 1 -,tzee ,)., c ,)We 1it1.,. /1 3,0 ..tr.-3,.... "-- • . e-7/ CO ), -. A 1 0 /7"` ( , .-, Pr j t: c 04 Type of Inspection: cur- 0 ? ? t 1 A r s . 116 • Date ailed: IV "' ,.. Special Instructions: ✓ 3 Date Wanted: i a.m. P.m. �� Requester: 111 i Phone No. 5 - 9 - J ( Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspect Date ". PERMIT 14 . Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of pection• ; • f r r _ Ad lien /0, �.... `tom 4 &,.-p -7 t ;./ 4.pr -2, ) i- % . ,A Date Wanted: am I a J03 m . . r . ° 71 1 ''7 / 4 ,r. Ph5e 4„, f:I__ U a ( t ree_.., r: Ai ..4--) 4:-'f,,,,..4".....,_ / , — 4..../ 5 (,H-f ' 4/ , --,,`s. 4 . 1 ` ' Project: c Lit • 1. s Type of pection• ; • f r r _ Ad lien D to Called: \ .:-' P f Special ! structions: Date Wanted: am I a J03 m . . Requester: Ph5e 4„, f:I__ U a 9 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Corrections required prior to approval. Ei $47.00 REINSPECTION'FEE kEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: � to c, S Type of Inspectio � t rG vin t r Address: � 1 1 1o1 E , 1� a/ � Date Called: 1 �~ r 1 — ()�j Special Instructions: Date Wanted: . Requester: `` A-c) ri Phone No: S)o3 -308 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 proved per applicable codes. El Corrections required prior to approval. COMMENTS: P VtS ICA^ 41 2 U �, YvC4cn/a ,�� ►�,h� c,-} al__ L! G IA d 1) Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: y n 1-) J v 1 , \ \ # 0 `e � W of 1 1 C L .3.2- to �JX C c 1 s - a E boy 1 d 2../ GL �a A qv-kJ C. E * f_ t Sov4L s (P c)T wed 1 3.) t/J--si wc10 0-C ('c.st, owv Phgri No: a[. a 9 — g _} ". l; b Project: �l'(� �( Type of Ins ection: 1 in • 1,0 r4 ‘ ( C1i1( Ad r s : c1 lpsI C. V fry .,. Date Calle : 1 11 5' 103 Special Instructions: t Date Wanted �Z f i'J3 Q p.m. Requester: Phgri No: a[. a 9 — g _} ". l; b INSPECTION NO. r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: - Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'ect: Type of Inspection: 1 a',/}f.4d Ad ress: �2 L T.. Da t�d: . s . 7 l S% Spec a Ins ` - • Date Wanted: l SO. 7/U270 P.m- Requester: r Phone N /H Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cfp3 PERM (206)431 -3670 c itil or: roved per applicable codes. Corrections required prior to approval. COMMENTS: _S G. 1 1;1'-si NAAA A l +i Q'` (c .& e Date: I Z-- / t to )05 47.00 REINSPECTIO, FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. Receipt No.: Date: Project: Il 47 Type of Inspe;tion) 6',' 7cIdlys 1 i / '' bate Date Called: S e g; lnstructi 0 1%: s: Wa nted: 1 a.ril . / Requester . Phone No: INSP NO. E,ON Retain a copy with permit INSPECTION RECORD PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 0 ENTS: 5-04, A/ c-e95 Date: 2 Approved per applicable codes. El Corrections required prior to approval. $47.00 RE1NSPECTIONJtEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •• ‘ • ::.•'•-•-,t!,!?•'W;:tx,.f.:,..1.... Pr. ect: ( I? Type of Insp do • VVI =rte bO,' A• ess: irh my ate Ca11edi i D3 Spe is Ins ructions: ' . Date Wanted: 1 0 -x- P 3 3 m . Reque r: I bl 1 / 01 Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MENTS: , Spector: WAsS rA. ' eceipt No.: DO ?C P R • 0 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. Date: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. Project ° Type of,lnspectjon:i • r Ad ess:' 1 t fai Ef Thit, i/c Da .)tt ailed. //P/ Special Instructions: [ ate Wanted: �� /�( P.m. 6 Re es jd /e091_f_tiz c. 9 Ph r3 ( 5 l0 - 1 i - g0 / U INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A r-'[ 4t ;,+�t «S7.�:�t7.;+d.<:..'re`.0 w ...s., ai:.... e,,., r. C63 -0 PER u. , 0( J pproved per applicable codes. Corrections required prior to approval. COMMENTS: r r . � , Ga,r ne■I (1LJfI- C ( L AI SI I .A 4 ► ‘ DA A JPd1 iv\ I IJ -L s �3o € t ;erk-J A ((!),N) .00 REINSPECTION FE REQUIRED. Priorjto inspection, fee must be id at 6300 Southcenter BI ., Suite 100. C II to schedule reinspection. Receipt No.: Date: - I 3 - 03 Date: ( 06)431 -3670 COMMENTS: Type of Insp ction: t-'4 vl L Rc �-( lAJ CML( .) 0 1 P.� i Vvi i -,- Date Called: S. i e `/` - -. ei j Lt. ) r - c � c-,n 6 et-4 4J�r..� Date Wanted: ( a.m. . // - /� �: J p:m. "_ ! /r d, d� 1 Project: (.6.. . Type of Insp ction: Address: / . //6 / 2 i 1t.. , f .. c(),. Date Called: S. i e `/` - -. ei j Special Instructions: ' Date Wanted: ( a.m. . // - /� �: J p:m. Requester: / / /0 l5' -• 7" /=,.... A gin.: C.. Phone No: 6 � — k l f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 578 0. (206)431 -3670 %Approved per applicable codes. Corrections required prior to approval. Date: — 1 /-- 0 C Pr' b S ii e ctor: (/� $47.00 REINSPECTION F REQUIR ED. j r to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. COMMENTS: 0 / �,� / /- A-, 0) / T A/ �. F-0 -re) , �/� �--� A ,7)' L dl/ c ! f 4/■ 51 (Pt/ ( d 5;7 V / / ( v1 lPP rii.4 //. i.;-vi -/. vs /'w-/' 9 r t/c . Adirgs r ,GL/ i . k6 )1/( - �JP,o A fit/i / Afre ` .. r/ 0 5 'Of' . Shen. -)% -7/ d - r / � (/ '//44 ev — ', / 4 p /e -1i, ('.� / / � / "f :le,' ,., /).96/ ,, I 0 - -/, j r / ' �� -_.. -r -? I /;L21 (4 I Q : c r19 Date,W�nted: ■ Requestgr'� • t� ems: .. , Phone No: o O g' Si-t9 — S ocl Q j Proj c „OAS Type o Insp Adirgs r r t I kAL ailed: / 03 Special Instructions: lJU �/ t CU W1- vv ii( ti vv . I /;L21 (4 I Q : c r19 Date,W�nted: ■ Requestgr'� • t� ems: .. , Phone No: o O g' Si-t9 — S ocl Q j INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) • 31 -3670 Approved per applicable codes. Corrections required prior to approval. / /4-1.Y PERMIT N Date: /22a. $47.00 REINSPECTION FED REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: "rr" 7 "-. ;',..7• 1 7 7 73 } 7, - i r r' 774 t i.,..;%777:1;•:' y=7,77 • City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Proj ect Name C..4\.1 I 5 (1 4- Address t/i 2 / 1 /-1 • 5 ' Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: 1 Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM • • Retain current inspection schedule Needs shift inspection V Approved without correction notice Approved with correction notice issued ipics 51 A C. Arie A/N., A FINALAPP.FRM Rev. 2/19/98 Permit No. I. '3 Steven M. Mullet, Mayor //cAlc,/ D4te Suite # T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • • • . ?•;•••• Sound Power(dB) Octave Center Frequency 5ft Band (Hertz) Lw N C7 V 1A CO P CO 2`01 g) O N00 888g CO s cp End Lp Sound Pressure (dB) Ore Band Distance 5ft 50ft r 77 78 8228tG05M2 74 80 75 79 78 u7 78 77 76 75 74 70 69 I A-wgtd 83 68 Top Lp Sound Pressure (dB) Octave Distance Band 5 ft 50 ft N 11)m t• CO 78 8228tG05M2 A-wgtd 80 64 79 80 N 77 75 70 65 I A-egtd _ 82 67 Back Lp Sound Pressure (dB) Octave Distance Band 5 ft 50 ft N 11)m t• CO titi �mtO tD � S12 N-N A-wgtd 71 64 Fan Side Lp . Sound Pressure (dB) Octave Distance Band 5 ft 50 ft N R) '7 It) 10 P co C GO r- co c0 I A -vrgtd 80 65 End Lp Sound Pressure (dB) Octave Distance Band 5ft 50ft 77 74 75 76 U) 78 76 74 69 A.wgtd 83 68 Model : VFL - 048 -32M Total Fan Motor Horse Power : 20 HP Octave band and /-weighted sound pressure levels (Lp) are expressed in decibels (dB) reference 0.0002 mlcrobar. Sound power levels (Lw) are expressed in decibels (dB) reference one picowatt. Octave band 1 has a center frequency of 63 Hertz. CITY OF TUKWILA APPROVED NOV - r 2003 4.:3 L'' lfY t 1 Baltimore Aircoil Company Sound Rating Program, 08/1412003 Release, 10/0212000 Data Series V VFL FILE COPY r = 'nnrovals are CO 'd CC:6 C00Z 61. de r -. RECEIVED CITY OF TI WWI/ A OCT 0 1 2003 PERMIT CEI PERMIT CEA rE , X03 -3(580 EZLSZ9SSZtr :xe.4 Sd38 IIV NOlONIHSVM LICENSE DETAIL INFORMATION Form Page 1 of 2 Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License HOWARSW044OZ Name HOWARD S WRIGHT CONST CO Address PO BOX 3764 Address City SEATTLE State WA Zip 981242264 Phone Number 2064477654 Effective Date 9/9/1996 Expiration Date 9/26/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 601424642 *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L &I Contractor Industrial Insurance Premium Status or return to the L &I Construction Compliance Home Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= HOWARSW0440Z 11/24/2003 Opaque'CohcibTe�Ma'sbnry WAYII figlitialfilgtPre I _l .,r Insulation on interior - maximum U- factor is 0.19 . Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC > 9.0 Btu /ft F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each aualifvinn Q no assembly below. r•■■••■••■-� -- - -- I - 1 L E �, n Pv i 21.0 MY Of TUKWI1-A For Building DejwbUse nay OF TUUKWILA OCT 0 1 2003 I PERMIT CENTER AfTNOYHJ Below Grade Walls tI - o ii)0J inter Architects (4) fii) I Li Slabs -on -Grade '' 10.0 Radiant Floors Seattle WA 98101 Applicant Phone: 206.624.4344 Maximum U- factors Opaque Doors 0.600 Space Heat Type 0 Electric resistance Di All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 1593.0 — 16478.0 X 100 = 9.7% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each aualifvinn Q no assembly below. r•■■••■••■-� -- - -- I - 1 L E �, n Pv i Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic Date 10/1/2003 All Other Roofs 11621 East Marginal Way 21.0 Opaque Walls' For Building DejwbUse nay OF TUUKWILA OCT 0 1 2003 I PERMIT CENTER 11.0 Below Grade Walls Floors Over Unconditioned Space inter Architects Slabs -on -Grade Applicant Address: 10.0 Radiant Floors Seattle WA 98101 Applicant Phone: 206.624.4344 Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.650 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing I 1.000 Project Info Project Address unsys Date 10/1/2003 11621 East Marginal Way For Building DejwbUse nay OF TUUKWILA OCT 0 1 2003 I PERMIT CENTER Tukwila, WA 98188 Applicant Name: inter Architects Applicant Address: Pier 56 1201 Alaskan Way, Suite 201, Seattle WA 98101 Applicant Phone: 206.624.4344 Envelope Summary Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms (Project Description (❑ New Building ❑ Addition 111 Alteration Change of Use Compliance Option ❑ Prescriptive El Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis Semi- heated space 2 Minimum Insulation R- values Roofs Over Semi - Heated Spaces 11.0 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: 2001 Wa:. ton State Nonresidential Energy Code Comp. , ice Form riWflawSs# Revised June 2002 KJM All Insulating Installed? Opague Wall R -11 Masonry Wall (Int) U-0.19 Masonry WaII(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab-On -Grade R -10 Radiant Floor R -10 Opaque Door U-0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVal UVal SHGC 0-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.45 All Insulating Installed? Opague Wall R -11 Below Grd Walt (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % UVal UVal SHGC 0-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.65 30-40% 0.60 1.30 0.45 All Insulating Installed? Metal Framed Wall U -0.062 Other Opaque Wall R -19 Masonry Wall (int) U-0.19 Masonry Wail(other) U-0.25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -38 All Other Roof R -30 Raised Floor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH Area % UVat Wel SHGC 0-20% 0.40 0.80 1.00 2001 Wa. .gton State Nonresidential Energy Code Coma.,... nce Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2001 Washington Stale Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space healing systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) No Yes No No * -No No Yes Yes Prescriptive Path Allowed Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system Including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wi(t of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes Component Performance or Systems Analysis Required Yes 0 No 0 Yes Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC** Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Revised June 2002 KJM Yes Yes All Insulating Installed? Metal Framed Wall Other Opague Wall Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor O•a•ue Door U -0.062 R -19 R -10 R -19 R -38 R -30 R -30 R -10 R -10 U 0.60 Glazing Criteria Met? Glazing Vert OH Area % UVal UVal SHGC 0-20% 0.40 0.80 1.00 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address UNISYS Date 10/1/2 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 9.7% Prop. I 40.0% Max.Target Concrete/Masonry Option 0 Yes QQ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) ,U= Vertical Glazing U= 0.640 Plan ID North Wall U=0.640 Plan ID East Wall 0.640 Plan ID NE Wall U= 0.640 Plan ID went Wall U= Plan ID: U= Plan ID: U= Plan ID: 0.640 285.0 182.4 0.640 1150.0 736.0 0.640 68.0 43.5 0.640 90.0 57.6 0.750 1593.0 1194.8 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% see note above 0.60 >30 -40% see note above 0.50 (see Table 13 -1 for Conc./Masonry values) Overhead Glazing Over Attics I U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% see note above 1.30 >30 -40% see note above 1.25 (see Table 13 -1 for Conc/Masonry values) Oth.Roofs I U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U = 0.600 Plan IDA - 8.o U= Plan ID: U= Plan ID: 0.600 105.0 63.0 0.600 105.0 63.0 Electric Resist. Other Heating 0.60 0.60, • 1 z49417 JaAO clnnv R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 • Other Roofs R= 19.0 Plan ID Roof R= Plan ID: R= Plan ID: 0.053 27877.0 1477.5 0.050 27877.0 1393.9 Electric Resist. Other Heating 0.034 0.050 Opaque Walls* R= 11.0 Plan ID North Wall R= 11.0 Plan ID East Wall R =11.0 Plan ID NE Wall R= 11.0 Plan ID West Wall R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.091 10494.0 • 955.0 0.091 2205.0 200.7 0.091 85.0 7.7 0.091 1996.0 181.6 Target Opaque Wall Area (see back) 0.091 14780.0 1345.0 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 .11.A' apeiO Mnl ?O R= Plan ID: R= • Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 Nuv.ruI JaAO c lnnl R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 JIGU-ul (- grade Porlioni R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) • *For CMU walls, indicate core insulation material. For compliance: Totals 44355.0 3905.0 Totals 44355.0 3996.6 Envelope UA Calculations Climate Zonel ENV -UA 2001 Washington Stale Nonresidential Energy Code Compliance Forms 2001 Wa, igton State Nonresidential Energy Code Comt,..dnce Form roposed Total Area shall equal Target total Area, an a z/ Nroposeo total UA shall not exceed target • oral uA. �.}Yaarxt>ggY.. iai^q'��a4,:hw Revised June 2002 KJM OG= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 1593.0 0.530 1593.0 844.3 27877.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc./Masonry values) 14780.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Buizeo ID: ID: ID: ID: ID: ID: 0.530 1593.0 844.3 1.000 1593.0 1593.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc./Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals 1593.0 844.3 Totals 1593.0 1593.0 2001 WE igton State Nonresidential Energy Code Com,...ance Form Climate Zone 1 ENV -SHGC 2001 Washington Slate Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area I 6591.2 I Roofs over Attics Other Roofs ( Walls' Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Wails I 16478.0 ( X I 40.093 I _ I 100 I= I 6591.2 I Target OG Area In Roofs over Attics Max Glazing Area (Table 13 -1) 0 lesser 6591.2 Proposed Opaque Area 27877.0 I 14780.0 I -I- Max OG Remaining I 6591.2 I Proposed OG Area y Target OG AreaW Proposed VG Area Maximum Target Glazing Area Target OG Area In Other Roofs 0 lesser 6591.2 Target VG Area Target VG Area I 1593.0 I Target Opaque Area 27877.0 Proposed Opaque Area .� I 1593.0 I _ I 1593.0 I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target Opaque Area I 14780.0 I Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Revised June 2002 KIM Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Building Permit Plans Checklist ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Project Address UNISYS (Date 10/1/2003 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required q l Location l on Plans I Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed MO.1 yes 1310.2 Semi - heated spaces Semi- heated spaces identified on plans if allowed btw new insul ceiling and exist roof 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances A8.1 yes 1311.2 Roof /ceiling insul. • Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits A existing roof R- 19 yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; A8.1 no 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents Existing slab on grade • no 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected Existing slab on grade n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area see this form yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings see this form yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) see this form 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A8.1 yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. A8.1 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A8.1 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section Existing slab on grade n.a. 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage yea 1314.1 Bldg. envel, sealing Indicate sealing, caulking, gasketing, and weatherstripping A8.0- A8.1 2001 Ws lgton State Nonresidential Energy_Code Com Form yes 1314.2 Glazing/door sealing Indicate weatherstripping A8.0- A8.1 n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary If "no" Is shown for any ques Ion, provide explanation: 2001 W. 'n ton State Nonresidential Energy Code Con, dance Form JS FROM : SHAPTON Jack )3, Sbapton, SE PHONE NO. : 2065221681 Feb. 03 2004 01:48AM P1 Project No. 15002 02/02/04 Unisys Ceiling Compression Strut Analysis Structural Calculations Lateral Loading Only The attached structural calculations: 1. Substantiate the 24" connector spacing 2. Call for the extension and therefor splicing of the nested studs. 3. Substantiate a nested stud splice using a 12" lap and (2) ,#8 screws each,fange. Contractor may also utilize a nested stud splice which butts the spliced sections together provided the flanges are anchored •'together with a 20 ga splice plate with (1) #8 screw each side and the webs are anchored in the same fashion. Prepared by: SHAPTON & PARTNERS INC. Consulting Engineers 4530 Union Bay Place NE, Suits 110 Seattle, WA 98105 RECEIVED FEB 10 2004 BUILDING DEPARTMENT 206 522 3722 Fax: 5221681 Email; shapton ©nwlink.com X03- 308 FROM : SHAPTON • • . : 4 ..,....c.*•••• ; • • • • • .: 14. PHONE NO. : 2065221681 Feb. 03 2004 03:52AM P1 • • • 4.1 ,..•:,. (.:"...)/... . • . ei • . ' / *;'–'"'" • . • • . . . .,... ec5.L.:; .+ 1. • • • •• • •:r ' •. .. - ••,....• .-,-y,..% • .." , ,,,e1 • ••••••';"') ; - • : • • • 1 - • • . . g•' ''..1.,::'...„': ..,e1,. : • •:;:*:, • ...frr-reLf•••- i ''''' • V ... '':' 7.. ' ' .: r " \ ''. • ../...; ':::...'i • i • .. •• i / / • : . : • , , I •• • • : • • - —I , - % 1 — 7 I • • • ; 12/i) e • a ; • ; .....29. . '• • 4 • I : • • • •••••••• I I ••• i - , • • 1 , , . . ; . ; . , I i • . 1 . . . 1 . : , . ; 4 . ..., ........4 • .....1..........4-, –4• ..... • O •••••••• ..-,.... • • . .... • ; ; .., -, . I , ; . — — --. :. • . • J.../ .....4..t.W,:4e...._! ... ---1.•---4 —..... ,, .. s • ...)f I ...7 / 6... I I */ 7,...,7 •:-; • • • o i : : ; ; • ■ : I . • ! ! • . • 1 //1••^7 ' 1 1 : i, . . 1 • 1 4 I 1 • • ; 4 2,5).= , ,v046- ni I } I I 1 11 I • -.;.••••=. - • /••7 _J " , , 47m • , f 1 1 /l : ■ 1 • I . • r — • ••1 •••••••••••••••,/••••••••• t• • • /••■■••••■•••1•••■ • •I • ..... •••••••■• • ••••■• ■■ t i ■••1■••■•• I • •I• I 1 I 0 1 4 •••• • I — I - 0 . 7 Z 9'4(70* k:70 ! 1 I ! 1 • • ; 1 • ) • . ; . • .1 • ; . . .I.. . , ; • r• „ _ ,„ . 1 7 I I ..! I 1 • • A . .... • t 1 • i Project I ; I ; ' /-- ' ' r' •1 . I 1 ) . 1 • • I I - I . • - I 4 i I • i`l•••c• • . I • •k;4*...ez4. *z.Vaz5fr',5, I I t 8 7 1% ; ... ; , I ,:,rg'441(,, •' " '' , ." 4 j / • .• I i e. • ..T6,41 4:4171 , \ / . 1— — • I ' ; 1 I . I • • / I 1 J. • • a I 1 1 a 1 ) —• ' • ! 14 I . • r . . . • . . I ..el5 1 I : ■ I 1 I 't I • • 1 ; 1 ! a 1 i • 1 I 1 a / 1 a i ! i L--4—..1.–• • 1 .... 04............ ........................ ,.... ,... 4... .. ..... 4.. . , ..,, , ., ... ,... t . . . .... i . . ....... I le I i ; r i : I i i f : '.‘:.(.410., .71._.:7. .r. - 7•10., 1 1 ; i ' ' I ,, i• • v 1 - • • 1 1 ,... ,e -e • ! _.:- , : - rd 4: z , . . ..i . . . . , - I I I i I , 1 1 1" +---- : " 1 -1 1...-4z :I I ' • e 11 , ... ' I . ■■••■1■••■•. • . ••••1Mr.•••■:..A,/... ' 1'J:ff.. aa, ) 1 - 14 1 1 1 .,- 1 1 1 ‘'. / 1_. ...„............. 1 , , i A I 1 I , 1 ! ; ':.' 4' 7 " :t. t" 41 W ' # /O we 1' ' 4 /411: 4 - 1 ' i 1 1 1 : i i . .■ .. ■ .1. •■■■ : • I ! .1 I .• • . • •• 1 ... fttl...g ; 4' lig . ' /1 I ' . ! .4 . ; • , , • j ; . 1 • 1 Yi I r..,-k,'.-rZ.--,' 4 . I ■ 1 ; 2r 0 : 1 • -f 1 . FB 0 20 0 ; ! i ; • . I I ! 7" . • ! • .• /. 4 ; p E B e T 41) KVF ; • . EN f I SHAPTON & PARTNERS INC. ,44.4% g Project • .1 tamP • Date , • Rev Jo:L. a •64 : I • ' 1 • I • , I , , c . . 1 ; i . , . , --- ---r.---t-- ......•....._..... • V.11........ 1 • • • n ..... .....wu, •,........r....... .. .... I . • • i i .e.../r■dr..C.01..w...itr..7.30 7.. .. (..:•■•• i...._.L___).._..... 1 I- t 4 I ! i 1 i I 4 11 r---1" 4 1' 4 ' '1 .14: eLr../V't 1/ i ' "5. . (''; t. ••,........... . ,• i • . • 1 I ,..._________. i . , . , ; , • .,, i I . 1 _., ,...- p i • I 1 • : F !..,o 4,./ -.„.. . i . „ , „ ..... i................1,...., 1.........4 ____,........„1._ 1 . • . ! I • ! ; • f _ ) i • 1 , i '' '.-- . il 1 1 - .-Z- ' • i • ,,.. 7 - ; ; , i 1 I i • I -,.......... .1 ...).. ...l........... - ..... ...t- .... ..1r..'4.:. I 7? . 1 1 • -_I . : .1... •...1... ••■••• .÷.. . • ..... 4 .......4■•■■■■•• dr. ....I. . I ! 1 I $ I ! — r - r ; 4-......; . ; . --tr•-•-•+.4-- • • 1 , I • ; I . • i I . I 1 . I • •I• • -- . 1 ! ..; • 4-- -4- 4 1 41 1 f • i I 1 1 i • i • ; 1 ..._.,41,7_ • i 1 1 i ,•• • i 1 Y i , lj ! 1 , 1 w .... i. f. & /01ZZ:e iii2. ' I I I t 1 . 1 1 . , - ; ■••••-•, e ; 1 I I e ! ! : ! 1 1' / ..-- Pe (- - Ar ' 1 I , • ......L..........1.............1.............—_ . • -,—.. -1----- ? , . - c---- , - -- , I 1 , , 1 l • I • I ........i... _„ . 1 . . ....... i—.—.1—..... .. .. 1......4....— I . c , I • e 1 ... , ! • i i , , • - 1 1 - -- I - 1 \ , . , • i I 1: -r _I••........: ...,L,,/: . ' • • .. I I • i I . I . i • • ' 1 —.. •.......,..._... .-..i. — ■ •.• i r • . .. ci I i i • r • C , r I • • I 1 I i i %,.. I 1 1 • ----- f --- 1-- , ; , ; ; . 1--- 1 • . • I , I • • • • . 1 • • - 1 I ■ I I i , 1 c , • 1 , i, •• • 1 1 • 11 ____. :....,.... : • 1 . l'Af: ) ... ; .. ._ ....1... • . . ...!.... . ..j.. ...;.. ..1 li is_ 1.1 .4 r ' • I 4 I 4L-10:5-(..; 4:1; ■ . , • c ! 1 ! I I —1-; —I -- -- -- . ; .... , I_ ._„ . t e..... a .... , 1 I , 1 J 1 1 _J. _.1.____I . ... , 1 1 , ..,, ,,....„...„/ , .• .................,.... _ ..,........... ■••• • •■••■■••+■••■• N...1 •■• ....... .1.... ; 1 1 i I i 1 I . . i 1 • . .. r j i i I • I . ■ ! i. 1 ... • ' 1 I ! i 1 4--- 1 . .......1,...•......••••• .1 . . .... .i... "0.1, • e • al ••••: •■•■• I •• r.. — r • , I i _ _.. ".....„....._.......4..... 1 L.— ■ •..7 I ..... I 1 . I I i .........— • .. , 4 4 • _,...,.........1._:_i______.• ..... .__ • 1 I • - • , 1 ' . i • 1 • L. I • • .,....... 1....... , .........f..-....1.•.. • 1 W. ...Z: 4 • ,f-,..4.,,/e4s:si).‘ t ._40,#,_.c=7( ! i i 1 ; 1 „ i , :-............. i - .7.. • 7 1 . .- . J ... ......l. ti.e. . 1 . ... ........ . • i I t...5 1 ......... T ... 1_____.4.._ —)..... ., ./ ..:,..t......./..ed ...•.... : . .. ::: . . ... ./.---....---. --.44.:V,..4.- 4--4: -‘2 ......--:-. • -; '"'" .(/iff i 4-....#44.0%...H(54f_zez/4--- L , , . , • ••.. , , • . • , , . ; i i ; , 1 ; ; I : 1 i ; ; ; , , . I , ; ;., I ., ; ; , ; ; , ,.. ..... ....7.•,...,, . ; .. I.,... I ; ; ■ , . „.eez;k%,•-•,-..7.4) 1 ' 1,->4.---4 ' i i , s, ! ; 1 1 . , I . , . , _....... •.........1........._.1.............._ .... ; , ; i i, , ; , ) ; . I ■••••1•■•• .1 II a■ •••.: • ■ JD') • i f• ,- .)22 9.-1 ....1........ 1 t•-• I I-• -• • • ' i • i. i ■ ; i : I I ■ • ; • • . tztEcirEIVIED I. --4:---: ..../d/z•;a:zz2,4v,ffe_ .....5.7ag -, 1 - • . ! . I • • 1 , , .... , ......__. ....., • • .- , ” "1 " ': .4 ', .....< io.' ....... ...e....f.....& 3:.. , ,,,. • . ' : ' .... ... 1 0 2004; ., pr.,.....e..-er../ _ 1 .: . . . FEB .• • , 1 _ I . : ; - .... .... • ., . . ; DEPARTMENT . • _BUILDING .._,_' . , . .. , ,•••••....:. • •. • , .1011.11■11=111.2.. SHAPTON & PARTNERS INC. Project Project Noe'..-7- Subject Rev Sheet '• Ed WES:213 t700 £0 laJ TB9TEES90E : 'ON 2NOHd - 7X3 1 ) - . 5 0 NOiclUNS : Wald 140` • NWIMIkIc wkit • P. January 9, 2004 Edward Hanbicki Interior Architects 1201 Alaskan Way, Suite 201 Seattle, WA 98101 SUBJECT: UNISYS Regional Processing Center Tukwila, WA RE: Investigation of existing roof framing for new hanging loads Investigation of gypsum ceiling framing Dear Ed: Seattle Structural PS Inc was asked to verify two conditions at the Unisys site: 1. The capacity of existing roof frame for additional hanging loads of ceiling and M &E 2. New ceiling framing at the Cash Room. I visited the site to identify the subjects on January 8, 2004. Based on site observation and discussions with the superintendent and PSI personnel, we have the following recommendations: EXISTING ROOF FRAMING Site measurements reveal that the existing roof is composed of the following: • Purlin: 2x6 @24" on center sawn lumber • Joist: 18" deep TJI with 3 5/16 x 3 A190 top and bottom chords and 3/4" thick OSB web panel at 8 feet on center • Girder: 5 1/8 x 31 1 /2 GLB at 24 feet on center Engineering calculations indicate that all three elements are adequate for the proposed additional loads without any reinforcement. See the attached calculations for more information such as assumptions in design loads and member properties. GYPSUM CEILING FRAME At the Cash Room, PSI framed the ceiling with 600S200 -43 metal studs at 16 inches on center over an approximately 22 -foot span. Our calculations indicate that the metal stud framing is adequate for the general area where openings for lighting fixture do not occur. However, as pointed out by the inspector, the single channel stud may not be adequate as a header at the edge of the lighting fixture that will carry 2.5 times loads of the regular stud. It is recommended to double the header studs as shown on the sketches at six (6) locations in the cash room. The end bearing detail of the ceiling studs at north wall of the cash room is generally accepted, however, considering the long span, it is recommended to add clip angle web connection at each stud end as shown on the attached sketch. RECEIVED FEB 1 9 2004 BUILDING DEPARTMENT - W3 - 3 0 8 kY iC • . af+ �riN`. r8A 'iliii:'1`i��r`.�eed':dS1+t,! "'v"rrc�n'vnw'LL9tf.'YN�M�1v Mr. Edward Hanbicki January 9, 2004 Page 2 A similar situation occurs at the Exchange Room. In this room, the existing two studs are close enough to share the loads at two header locations; however, it is recommended that the studs be doubled at the other two header locations. The existing end bearing detail of the ceiling studs is acceptable at this room. Please call me if you need further assistance. Sincerely, u, SE Associate, Seattle Structural PS Inc jvu ac SeattleStructural.com JY /dmg Attachments: Structural Calculations including sketches cc: Robert Redford, Howard S. Wright P: \UNISYS\Letter- (E) Roof and GYP Ceiling Frame.doc , ' � '' `�; l�fr Vic Y. • L 4,, 30067 , r � �rt " i a rl -7 A. , S�i e L /i (J�[(r GYPSUM BOARD CEILING FRAME USING METAL STUDS LOADS DL = 5/8" gypsum board + lath = 5 psf • 5/8 + 1 = 4 psf WL = 5 psf wind pressure up or down D +W = 9 psf downward, Controls D+ W = 1 psf upward, Negligible Span = 22' Simple span, pin -pin end condition Try 6005200 -43 @16 ", Fy = 33 ksi Fb= 0.66.33 =21.8 ksi I = 2.683 in4 S = 0.894 in3 For D +W D +W =9 psf • 1.33' = 11.97 plf 0 = 5 • 0.01197 •22 ^4. 1728 / (384 • 29000 • 2.683) = 0.81 in = L/326, OK M = 0.01197klf•22 1 \2 /8= 0.72 k-ft fb =0.72. 12 / 0.894 = 9.7 ksi, OK Alternatively from SSMA catalog p42 6005162 -43 @16" can span 24'-4" for 4 psf (D) + 5 psf (W) The table includes the effect of 5 psf wind suction. It is confirmed with NW Wall and Ceiling Bureau at 1/7/04 by phone. Header using (2) 6005200 -43, Fy = 33 ksi Fb= 0.66.33 =21.8 ksi I = 2.683 • 2 = 5.366 in4 S= 0.894.2= 1.788in3 For D +W D +W =9 psf • 1.33' •2.5= 11.97.2.5= 29.93pif 0 = 0.81 in • 2.5/2 = 1.01 = L/261, OK M = 0.72k -ft • 2.5 fb =0.72. 12/0.894.2.5/2 =9.7 ksi • 2.5 / 2 = 12.1 ksi, OK P: \UNISYS \Letter- (E) Roof and GYP Ceiling Frame.doc A Added Stud (May stop at face of wall stud) #6 screw @12 ", T &B Stud HEADER FOR LIGHTING FIXTURE Stud - Add 3x3x20GA — clip angle Ledger Channel — P :IUNISYSILetter- (E) Roof and GYP Ceiling Frame.doc r Added Stud (May stop 7/ at face of wall stud) — Added Track Stud as required (Do not have to be continuous) #6 screw @12 ", Typ (4) places N -- Stud Wall #6 screw, (2) on each flange CLIP ANGLE END CONNECTION EXISTING ROOF FRAME FOR THE ADDITIONAL HANGING LOADS Design Loads Roof Self Weight Additional Dead Loads Ceiling + Insulation Duct and piping Total Dead Loads Total Live Loads Purlin: 2x6 @24" oc, L = 8' A = 8.25 in2 S = 7.563 in3 w = 42 psf 2' =84plf M = 84 plf 8 ^2/8= 672lb-ft V=84 plf• 8'/2= 336 lb fb = 672 • 12 / 7.563 = 1066 psi fv = 336 / 8.25 • 1.5 = 61 psi TJI: 18" deep with 3x3 top and bottom chords @8' oc, L = 24' Top and Bottom Chords = 3.3125" x 3" A190 GLB Web = 3/4" OSB I= 3.3 +9.9.7.5 ^2.2 =15 +1114= 1129in4 S= 1129 / 9 = 125 in3 Fb = 2200. 1.15 = 2530 psi From TJI manual: Fv = 2500 lb for 18" deep with 7/16" Va = 2500. • 16/7. 1.15 = 4929 lb w = 42 psf • 8' = 336 plf M = 336 plf• 24A2 / 8 = 24192 lb -ft V = 336 plf • 24' / 2 = 4032 lb < Va, OK fb = 24192. 12 / 125 = 2322 psi < Fb, OK 5 1 /8x31' /2GLB @24' oc, L =40' A = 161 in2 S = 848 in3 Fb = 2600. 1.15 = 2990 psi Fv = 165 psi • 1.15 = 190 psi w = 42 psf • 24' = 1008 plf M = 1008 plf• 40A2 / 8 = 201600 lb -ft V= 1008 plf • 40' / 2 = 20160 lb fb = 201600 • 12 / 848 = 2853 psi < Fb, OK fv= 20160/161 •1.5 =188 psi <Fv,OK P: \UNISYS \Letter- (E) Roof and GYP Ceiling Frame.doc 12 psf 2 psf 3 psf 17 psf 25 psf 09/02/2004 10:50 2538960771 AMEC May 28, 2004 3 93M 00527 0 Howard S. Wright Construction PO Box 3764 Seattle, WA 98124 Attention: Mr. Robert Redford Subject: Final Summary of S Building Permit N Unisys Remodel 11621 E Marginal Way S Tukwila, Washington HSW Job No. 4944 Dear Mr. Redford: fiL PAGE ame AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter to acknowledge that special inspections and materials testing have been completed for the above - referenced project. AMEC conducted inspections for this project from December 15, 2003 through February 13, 2004, as described by our Daily Field Report Nos. 1 through 7 and corresponding laboratory test reports. These reports, copies of which were previously submitted, form the basis for this final summary of our inspections. In accordance with the City of Tukwila Inspection Record, AMEC conducted inspections for the following: 1. Reinforced Concrete (cast in place) 2. Reinforced CMU Masonry 3. Structural Steel Fabrication 4. Structural Steel Erection 5. Epoxy - grouted Dowel Installation AMEC Earth & Environmental, Inc, • 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 • Fax (425) 821-3914 www.amec.com RECEIV OCT - 8 2004 DEP ARTMENT ENr C:1Prajdcte1Howard S wrlghNnley315lnel Letter Template.doc 01/02 09/02/2004 10:50 2538960771 AMEC PAGE 02/02 It Is our understanding that the work that was inspected as referenced in our Daily Field Reports was constructed in general conformance with the approved plans, building codes, and changes authorized by the structural engineer. If you have questions or desire additional information, please call at your convenience. Respectfully Submitted, AMEC Earth & Environmental, Inc. rlea A, Haugen, PE Project Manager August 4, 2004 City of Tukwila Department of Community Development Steve Lancaster, Director Ed Hanbicki IA- Pier 56, 1201 Alaskan Way S, #201 Seattle, WA 98101 RE: Permit Application No. D03 -308 11621 East Marginal Way South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 13, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefania Spencer Permit Technician Xc: Permit File No. D03 -308 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 NOV -05 -2003 04:37PM FROM- INTERIOR 4 RCHITECTS ATLANTA BOSTON CHICAGO COSTA MESA DALLAS DENVER LONDON LOS ANGELES NEVI JERSEY NSW YORK PHILADELPHIA $AN FRANCISCO SEATTLE SHANGHAI SILICON VALLEY WASHINGTON. DC PIER 56 1201 ALASKAN WAY SUITE 201 SEATTLE. WA 96101 206.624.4344 206.957.0707 FAX www.lnterlorartnhects.cam November 5, 2003 Ken Nelsen City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Unisys Gateway North Building 7 Hello Ken: T -311 P.002/002 F-039 Thank you for your phone call earlier today with regards to our project for Unisys. You had a question with regards to the occupant load of the Statement Room # 06. The function of the room is to print, fold, and insert cancelled checks into bank statements. The machines that perform this task operate with minimal operators. For this room, we used Table 10A, Use — Manufacturing areas, to calculate the occupant Toad. The occupant load factor of 200 and the room being 4100sf, the occupant load is 21, below the 30 occupant threshold requiring 2 exits from the room. I did speak with Unisys today, and they did state that there wouldn't be more than 6 people working in that room. Please feel free to contact me if you need further clarification of this space. I do appreciate your help with our project. Kind Regards, Ale■ Edward Hanbicki Associate Interior Architects Doi -3oa P:lSeattle\Unlsys Admin\CorresponoencelLatters \City of Tukwila.doc Pago 1 07/01/02 RECEIVED CITY OF TUKWILA NOV 0 5 2003 PERMIT CENTER NOV -05 -2003 04:37PM FROM- IA INTERIOR ARCHITECTS Attn: Ken Nelsen Company: City of Tukwila Address: Transmitted: Remarks: Senders Name: Ed Hanbicki Phone: Email: Sender's Signature: Prepared By: INTERIOR ARCHITECTS. INC. Project Name: Project No: Location: Date: Via: (method) T-311 P.001 /002 F -039 Unisys 213235 Gateway N. Building 7 November 5, 2003 fax TRANSMITTAL Telephone #: 206.431.3670 cc: For Email or Fax: ® Fax number 206.431.3665. There is (are) 1 page(s) of information in addition to this cover page. If you experience any problems in the transmission, contact Edward Hanbicki at 205.264.9195, ext. ❑ As Requested ® For Your Use ❑ Note & Return ❑ For Approval ❑ Revise & Resubmit ❑ For Review & Comment ❑ Reviewed as Noted ❑ No Exceptions Taken ❑ Rejected: Resubmit Dated Caries Document No. Description Nov 5, 1 Memo Explanation of occupant load for Statement room 2003 RECEIVED CITY OF'TUK tOV052 PERMIT CENTER 1201 ALASKAN WAY. PIER 56, SUITE 201 SEATTLJ WA 08101 TEL 206 - 624.4344 FAX 206 -057 -0707 Documentl 1 0024t form date 00126102 Page 1 of 1 t:f. rr- H. a: d�':.• 12;; x, J,.> tiL-;+••; �i��i. ��,: rirx•+: ri:. e:+ za. t; xi�yca' r.. WN: s,'.:. iissYUS}: aisr3 :': APPROVALS R CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 COORD COPY PERMIT COORD COP`r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -308 DATE: 12 -12 -03 PROJECT NAME: UNISYS - BUILDING #7 SITE ADDRESS: 11621 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after /before permit is issued DEPARTMENTS: Buildi l © Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) . DUE DATE: 12 -16 -03 Complete [► Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01 -13 -04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' kJ:: w. kJi:: �::, �? Ywi( ir; �. ii✓ ii .Y.G:umy5:tyiiebY`rtiSb�'tk'`w DEPARTMENTS: Bui mg Division CI Puic W rks 97c Pr. /4f 3 II PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -308 DATE: 12 -03 -03 PROJECT NAME: UNISYS SITE ADDRESS: 11621 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /before permit is issued M51 `h l2 6 Fire Prevention REI Structural ❑ Incomplete /IL /Z -k-2 Planning Division Permit Coordinator DUE DATE: 12 -04 -03 DETERMINAT OF COMPLETENESS: (Tues., Thurs.) Complete [✓] ' Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR,CORRECTIONS: Approved " Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip,doc 2-28-02 PERMIT COORD COPY DUE DATE: 01 -01 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -308 DATE: 10 -01 -03 PROJECT NAME: UNISYS SITE ADDRESS: 11621 EAST MARGINAL WY S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS: / 40G i/4193 Building Division Pu is or M _ JO APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 672. AM' It) - a i Fire Prevention Structural ❑ PERMIT COORD COPY afij, nk. to -2-O3 Planning Division 0 Permit Coordinator DETERMINATTION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -02 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 10 -30 -03 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .v:U}%W:A,1PiM1 tii: iClY7n) �Y: �nY{ a"'« JU�lY: Y' +YGA�iSi.dr.a.e.'.liiitylii' -sn . PROJECT NAME: wi9e PERM NO - 3 - 345' Site Address: / /'2/ ,1 AV •02 4+-S Original Issue Date: Revision No. ummar of Revision: � y z Z g' o( d Received By: k;p b e ,- �' T {- fz-5 -03 S Revision No. —/.2 -03 I L /. a 3 Summary of Revision: fraS467) ,2061f S ) G! 2ooF M074v7- / Revision No. Summary of Revision: Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received Date Received Date Received Date Received REVISION LOG Staff I Initials 5�S Start Initials Staff Initials Staff Initials Staff Initials Received By: Received By: Received By: ILK Date Issued /0 -/( -03 Date Issued Date Issued Date Issued Date Issued (please print) Received By: 7 � 4 - `Re p Foa-P (please print) (please print) (please print) (please print) - Staff initials Staff Initials SeXS Staff Initials Staff Initials Staff Initials .xu 31ia�J,L City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �` 3 Plan Check/Permit Number: DO 3, ", ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ge Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Uv , Sy Si 4"16440011 Jd r yah Project Address: ,, 1 I I P E stile l•tw 1 CA0t.ty Contact Person: EJ m i t . I Phone Number: 3o‘ • 244 Iet7 Summary of Revision: Sew Vegat ra ? fibber cot Atmo f�4�4 rt.. M•✓nr RECEIVED CITY OF'FUKWIIA 2 PERMIT CENTER Sheet Number(s): A. .) , F.l --8.• . "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: iz r Entered in Permits Plus on p l ia' JU3 08/06/03 44.• In44 r. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 ■ Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: 11-11 t S 9 S Project Address: 1 �1 c CtS'3 Ka_r rrc* Wt, I( � 1 Contact Person: J i N A-M t Phone Number: Summary of Revision: G licvved Z C -4e r 01 Str'c z h • .6t17 yrst_VCP Sheet Number(s): 4-e).1 ,& 1 A . 1. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z Entered in Permits Plus on /2-3-0 308 "bn C om G CCX-P9 Tit Lvcd c► n' oP rry OEC p 'ENTE R ILA 3 08/06/03 ism+: ti .i.Sr;�:4:t::e�:.�.1i';.�,iir :��„'•,: Fs Aura .,fax.3d ,lt:;r;'� ' :tiwl>Y:'�.•:'sit7s'du�;�i;..,, • • SCJTH EQUIPMENT ENCLOSURE SIDE ELEVATIONS !_ \SCAS : _01 s `� ' d_ ' J _ CAE_ S'-4._ 2. C3vR✓\A - - A v:- 'jot " C _CC- '\ 1`t_ 4-_ b\ _O A : \. 01*, PARTIAL ROOF PLAN — STRUCTURAL FRAMING FOR NEW AHU C. =X'ST. - .4!\e[.) CM., O ED iAv BEvJND • n `vO T ELEVAT'_ 1 • yam-\ : r,C fi tY T' 4 Sc: + Y o r:Z -7 i J - Ir �' ••• �1(j.!{ -! r •! - " X t - �' ;' Sr-. f AIW' .4c CA c _, x - x = i e''`.,.': 7r tar PARTML ROOF R • =MURK FRAMING FOR r r P U 1 /1 6" • MEM ONC INF _ _; PAN TO VA7C'i EX,S - INC C CN VOA__ X:STVG DOORS \SJ. A LD S`OR RCN'' WINDOW S YSTEM (TO MATO, EX;S - AC E► WEST BUILDING ELEVATION sw ., l.c Y_ - h_ :L AV. _ _.. A -: • 64_ ; C,VJ EQUPMENT ENCLOSJR eA!NT TO MA =XIST. BLDG. VTL. GATES W/ SECJR'TY LOCK; PANT TO MA - CI - EXIST. BLDG. - - A C9') CT) ,_ _ -- ' . s } %t' w I - 4 ® mot CIE RNt murmur ENCLOSURE iN S- FLOOR BEYOND GRACE AT _OADA0 DOCK A 1/16 = V-O # • - -_ EV._CS,. S = *G VE'A. Am' NC.; ;SEE A -5.3 & 5- STAIR ANA _OA% \, ACC( (SSE A -8.3 & S -'.0) <E) C's f • BY Date Permit No. ..� FILE COPY I 1 undo stand that the Ran C = 2r:rovals are subject to errors and omissions and approval of plans does not authorize the violation of any Ldopted code or ordinance. Receipt of con- tractor's copy of approved plans ackn . �` _)�nC iiV boa -3o8 i UNISYS r UNISYS Gateway North, Building 7 1 1621 East Marginal Way S. Tukwila, WA 98168 .,R C3'\ _'\ / rr SET EDWARD NANSICKI STATE OF WASN4NGTON • • I • • jrib Nib =MC Sall Doom 'vC.W , • Orel VPo.a c9 77, 7 Z C9 _ =..z CO.':...? r • • - • R v. B • . • t ELEVATIONS AND ENLARGED SITE SAND ROOF PLANS $ • 9'-'6' +� -=-...-- AC4 c.. -'Ai; • • SCJTH EQUIPMENT ENCLOSURE SIDE ELEVATIONS !_ \SCAS : _01 s `� ' d_ ' J _ CAE_ S'-4._ 2. C3vR✓\A - - A v:- 'jot " C _CC- '\ 1`t_ 4-_ b\ _O A : \. 01*, PARTIAL ROOF PLAN — STRUCTURAL FRAMING FOR NEW AHU C. =X'ST. - .4!\e[.) CM., O ED iAv BEvJND • n `vO T ELEVAT'_ 1 • yam-\ : r,C fi tY T' 4 Sc: + Y o r:Z -7 i J - Ir �' ••• �1(j.!{ -! r •! - " X t - �' ;' Sr-. f AIW' .4c CA c _, x - x = i e''`.,.': 7r tar PARTML ROOF R • =MURK FRAMING FOR r r P U 1 /1 6" • MEM ONC INF _ _; PAN TO VA7C'i EX,S - INC C CN VOA__ X:STVG DOORS \SJ. A LD S`OR RCN'' WINDOW S YSTEM (TO MATO, EX;S - AC E► WEST BUILDING ELEVATION sw ., l.c Y_ - h_ :L AV. _ _.. A -: • 64_ ; C,VJ EQUPMENT ENCLOSJR eA!NT TO MA =XIST. BLDG. VTL. GATES W/ SECJR'TY LOCK; PANT TO MA - CI - EXIST. BLDG. - - A C9') CT) ,_ _ -- ' . s } %t' w I - 4 ® mot CIE RNt murmur ENCLOSURE iN S- FLOOR BEYOND GRACE AT _OADA0 DOCK A 1/16 = V-O # • - -_ EV._CS,. S = *G VE'A. Am' NC.; ;SEE A -5.3 & 5- STAIR ANA _OA% \, ACC( (SSE A -8.3 & S -'.0) <E) C's f • BY Date Permit No. ..� FILE COPY I 1 undo stand that the Ran C = 2r:rovals are subject to errors and omissions and approval of plans does not authorize the violation of any Ldopted code or ordinance. Receipt of con- tractor's copy of approved plans ackn . �` _)�nC iiV boa -3o8 i UNISYS r UNISYS Gateway North, Building 7 1 1621 East Marginal Way S. Tukwila, WA 98168 .,R C3'\ _'\ / rr SET EDWARD NANSICKI STATE OF WASN4NGTON • • I • • jrib Nib =MC Sall Doom 'vC.W , • Orel VPo.a c9 77, 7 Z C9 _ =..z CO.':...? r • • - • R v. B • . • t ELEVATIONS AND ENLARGED SITE SAND ROOF PLANS $ • • ink CEO J ELECTRICAL 24 1 • CONFERENCE ROOM r CT21 Iiannacx - 1 JAwroRIAL 1 22 1 SEMEN'S 1 20w 'UPS ROM 23 () PARTMON PLAN 22 PARTITION ANNOTATIONS COW 17 4 1 1 t 1 5 INE - SLIM WON& - IP TEL- (2" 4-10 1t ALIGN • 7. . _ - 4 ZrZ:"Eaki £-! r, IOW a Iv - 0■ ;Or 43.1 7. 11E Drpc,js ,:3KFA.ArtiA " alF9C • MCP k7-70, - e.7 zY SOW PIF,111111.1% IDES"Vi MISNILOCk T *YAM - . • 10 .1 ' XCIa 4-1.: cCOF NFJPININ0CS r-6 1/4" • OPEN OFFICE AREA SUPPLY I 17 1 I 01 17-1 1/2 (ID STORAGE I 19 I (-2 ift IM-- TELECOM • 1 la F m ROOM I 21 I t-rt ALUM.STOREFRONT WINDOW MEETING ROOM I 1 6 I Ti VISITOR [ 03 1 1O'-5 itt 25 1 L I-- -I HALLWAY TV. NI CCLUiS 111). MERE caw 1 ummolimmonsammas a PARTITION LEGEND MAX STORAGE f 04 1 EXS'P' MA" SORTER ROOM 1_15. 1 • r r L 0 EN 0 EN D.1 ID1 0 l aiiStainartirMiral ge& tir 2(-( iv 11-7• waessamseissonomm:swiet wriossoReamomswmanamadrminfferotmawassawwww rlirw I Ne. :lir TO% Pr 5,1 sa. EA,- SCE JP4 ',Pr 25Ca S7,,C'S 0 2 ,X - *KZ 'C 30E )1 Vat" NEB 4 a • ,X 11" ZAL.1 SICE 3 3 STCS12 Cialry "4-" vSJ.AXII4 - OWE S'RLIC7J1E met aiER moE. r 31E 7/Aft' 3 0 - 1,4 4; " Jo's; ;se 4C.1:11 SCE.. 5#1," ;49. SEE CR 3 XICA RC. SACS • "E' X - awl S IOC* MDE SE 3ETaIL 'Cat" I We :74,G a...11191K affirn01 111 ' 5 r sea `714 syy. son e 25G1 FIZS • le' X - Ewa "C STRUCIPIE °E0 MX. SE Oral &Air gaiirlag " C ACME( , OF EIS111114 S/111CURE s " L&R 5.r ;MB E*0* Sa Ir SIL'S • ze cu. VW INISIA,11011 - 3E4 VPS I/ 4COUSITC SEAJIle - stA� SiktCUINE 2 E1R E. Jr*. 3/411' *a cam co mimic arL. I, e irk sus fa 2e 4c. 5.4" 4All/B 9IX NEP 41,0* NNW - MUM 1 0- NIP - MICE 11 SMAJCVIE l'ER MOE SEE Jr* 4ialr 'REM 4 09IT 01 1• 1 1 1 1011 • it-C 1F F W T LATER SW v Elle* lel ra 3 4 2560 ‚TI SRNS 0 21r a. sit a %mat is oiriE awn*. NI ADEN= IF MIK 110' uric" sir ;MB "PE -1r Ea° 90E 34 MIL SUS cll. °r.' if 4 ffikATIO6 - OWE "C S1111101.111E PER - SEA IL VIPS M cillt-SEAL aE14 OMR SEE 3rAIL Off OCCURS - MECH. EQUIPMENT ENCLOSURE (SEE 4/A-0.1 & MECH.) I'll MN NS INNIS 4/.02,4102.1405.111.2111!5•9•05.1.1•05•••1104014602.9.51•1•411V.....04 .111.161.5,01•17.02111.4•VAVYAMIEMPHOG.1111.1.2•901/../.111.19...6•VaKAN 14 11P IF 63 • = I NI I I I I IN 11111 "-" EN [i4 [ 1 BALANCING 17)5 se-- tr-10 SIM. I - - En • DP. ME =RS L sink I r L -J I RAMP UP SLOPE 1:14 CA91 ROOM I 14 I • Art ICJ . S1 I in] ma ROOM 12 1 STATEMENT ROOM 06 11'4 GENERAL NOTES SHEET NOTES G7 243/4 PAPER STORAGE 1 07 STORAGE CE EXCHANGE ° 1 4 IEINICK quvia arpoic ole slump SEE - 9010 MULCT:0 ar0 MAL ' "C "Cr -4' IF cD : WON - RFD° "V PLASM 3 SIN,E0F JIIL"'" RAP 9111 - %YEN 12 PLASM MONNICS 5 cD (I RIM 0 "Mk. *up ...c * __ 4,F OIL MAD all0kJE111 SOIEelt ,jverts ‘0' ti f miS kV*. 41111P ..001103111 clEL2 11'-1 3/4 LJ STEEL LANDING AND STAIR I LI I I I \ i f I ra7R10* `VW 2. 01 4R - OtS NkN9.7/C =WS• =la C .11:1 #40 7.‘, -JCS :3CIE rikLiat --4 & C a" .- Rat: sc x:: !, asCNICE 91-)X1P4: wa.fic s .,XATOkS JZOIC, - 1111 7:: rale im.S. .7iAn 9ARS :NE :MRCS. 30. 4 COOS &ACRES. t'c 6 tag X iCr a- 017A 1" :;1111111%; -S43 7 i "C X1 - 1-a! rat riosac cullEveys 1 6 1 31 : YfAllea a *7E4 'r 4-41.2 .. a ciAE DrItivat; 73.E4 L • N,If. C. E //''' p?-7 71, C :-r , 4- - Z • UNISYS iss..e tescptcr Octe IA ••• , 1 1 ' • • UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 V.E REVISIONS CONSTRUCTION / BID SET L T SE T PROGRESS SET COORDINATION SET jao 113235a rob REGISTERED ITECT EC ROHANEICKI STATE OF INASIINGTON V V v•• • • v t - • ' NC .rir• 'PQM ear N. ar •• " Ir. - ; •r • Cirri eswr 100 MCC:- CIO*. "S" Ouriw JtaiL PAIRT1T1ON PLAN A-1.0 • cr- - 11.26.03 10.4.03 09.30.03 09. 24. 03 09.12.03 - • soft As \icred far • UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 VI REVISIONS CONSTRUCnON / BID SET PE.RMiT SET PROGRESS SET COORD�NA TON SET Iss..e Oesc -; 3; c ^ Oc:e REGISTERED 4RCH�CT ''.26.03 "0.14.03 09.30.03 09_ 24.03 09.12. 03 @ '- V , F ITI PARTON TYPE "A1, A2' 1' -6" L__ 1 FASTEN MTL. RUNNER TO SLAB AS REQUIRED WIRE DIAGONAL SEISMIC BRACING AS REQ'D E. T. WOOD SPACER BLOCK PROVIDE BRACING AS REQ'D R -30 E3ATT INSUL., TYP SCHEDULED CEILING PAINT REVEAL FLAT BLACK ATTACH TOP TRACK TO GRID w/ 2-#6 S -12 SCREWS 2' -0" O.C. 1 LAYER 5/8" GWB EA. SIDE OF 3 -1/2" 25 GA. MTL. STUDS 2' -0" O.C. STUD CRIMPED AT HEAD TO RECEIVE TOP TRACK. AT "A2" FILL CAVITY W/ R -11 BATT INSUL. SCHEDULED BASE SCHEDULED FLOORING MC COIXVIWICT wr• ;` PS rcep /CMS 211 114E.S A' MAC FASTEN METAL RUNNER TO SLAB AS REQUIRED SI CONT. FIRE RATED SEALANT SCHEDULED CEILING SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS & HEIGHTS 1 V2" = T-O" 1 LAYER 5/8" G.W.B. "GREEN - BOARD" ONE SIDE ON 3 1/2" 25GA MTL STUDS 0 16" O.C. SCHEDULED TILE FINISH FIRE RATED SEALANT PARTITION PER PLANS EXIST. CONC. WALL PARTTON PER PLANS 3 /A' � '.F 'C: Mj�\ • - `/ 4- ;.Y` dP '2 -C YAX r X11" F 2r " -:.' VAN PROVIDE COMPENSATION CHANNEL w/ MIN. 1 1/2" ALLOWANCE; FILL VOID w/ BATT INSUL. UNDERSIDE OF STRUCTURE AT ROOF R -30 BATT INSUL., TYP AT CEILINGS FIRE SEAL. BOTH SIDES AT COMP. CHANNEL SCHEDULED CEILING 5/8" TYPE 'X' GWB BOTH SIDES ON 6" METAL STUDS SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING FASTEN METAL RUNNER TO SLAB NOTE: AS REQUIRED FILL ALL GAPS 0 PENETRATIONS W/ FIRE - CAULK /FIRETAPE MATERIAL DEMISING PARTITION TYPE 'C2' 1" FIR WOOD CAP (CONTINUOUS) SAND SMOOTH -APPLY CLEAR LAQUER FINISH 3/4" REVEAL W/J -BEAD BOTH SIDES 3 1/2" METAL STUD TOP RUNNER ANODIZED ALUM HAND RAIL BRACKET PROVIDE FIRE TREATED WOOD BLKG AS REQUIRED AT HANDRAIL BRACKET M 3 1/2" 25 GA. METAL STUDS 5/8" GYP.. BOTH SIDES SCHEDULED BASE EXIST. CONC. FLOOR CONT. SEALANT, TYP. BOTH SIDES FASTEN MTL RUNNER TO SLAB AS REQUIRED SCHEDULED FLOOR FINISH PARTITION TYPE 'F : PARTIAL HEIGHT WALL 3• = T-Or PARTITION PER PLANS %A" GAP -FILL 'NTH ACOUSTICAL SEALANT, TYP. PARTITION PER PLANS if-2 GA SN IV PE 1 V2' =f-O' J MICt 911114 1.81 S 9 *k Ilk A rw S t :ROB 4 K0114131r4L aPIIK A C 67ili ler gROIDED . s S T NIIES 341. sr1' ' Slitirt,MlE 9Mi. spoor A X9R L NE atilt. s M MUMS 'ME 1R"1011, • Slirr" = i/C'ER 7 z. i qq �gh� p � 1f�Y,IK�(d�lr' 1 ` FASTEN METAL RUNNER TO SLAB NOTE: AS REQUIRED FILL ALL GAPS 0 PENETRATIONS W/ FIRE CAULK /FIRETAPE MATERIAL FASTEN MTL. RUNNER TO SLAB AS REQUIRED Or a►I _ '3./A -8 G SP-CE ��- PROVIDE COMPENSATION CHANNEL w/ MIN. 1 1/2" ALLOWANCE; FILL VOID w/ BATT INSUL. UNDERSIDE OF STRUCTURE AT ROOF R -30 BATT INSUL., TYP AT CEILINGS ACOUSTICAL SEALAN T SCHEDULED CEILING 1 LAYER 5/8 "SIDES OF 6" METAL STUDS 0 24" O.0 ACOUSTICAL SEALANT AT BASE SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING SCHEDULED CEILING SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS & HEIGHTS 1 LAYER 5/8" GWB "GREEN BOARD" EACH SIDE OF 4" 25 GA. MTL. STUDS AT 24" O.C. SCHEDULED TILE - SEE A -6.0 FOR EXTENT PARTITION PER PLANS CNADS.,11; 30v412 BNFTti 9E1.as rvor,AL '1'' It• -I *ti't'rt R -30 BATT INSUL., TYP AT CEILINGS SCHEDULED CEILING BASE AS SCHEDULED ll I III111111111111TMUI II, FASTEN METAL RUNNER TO SLAB AS REQUIRED PAINT EXPOSED EDGES OF GWB ALIGN CENTERLINE OF WALL WITH CENTERLINE OF MULLION PARTITION WALL AT EXISTING WINDOW WALL 3' = 1-0" DETAIL OF IEW P • EXIST CONST 1 LAYER 5/8" TYPE -X GWB ON 4" DEEP MTL STUD FURRING, FASTEN TO EXISTING SURFACE FLOOR COVERING AS SCHEDULED EXISTING EXTERIOR WINDOW SYSTEM PJRRING TO F.O. CONC. SILL BELOW PAINT TO MATCH WINDOW MUWON F.O. CONC SILL BELOW WINDOW WALL GWB WITH J -BEAD AT EDGE NEW SILL BELOW SCHEDULED PARTITION CLOSED CELL NEOPRENE GASKET ACOUSTIC SEALANT TYP EXISTING CONSTRUCTION E: 'R ' DEri calk L' se -..-._ Mrs c SvalG: r' t CONC SftALAM' 7 140 ` ?, EXIERIOR EXTERIOR WALL WINDOW HEAD TENANT SPACE EXTERIOR WALL: WINDOW SILL DEMISING PARTITION TO OUST. COL DETAIL 1 1/2" = T-0" REVEAL w/ J -BEAD PAINT TO MATCH WALL �. 5/8" PAINTED GWB OVER VAPOR BARRIER EXISTING EXTERIOR SOFFIT NEW INSUL ABV WALL SCHEDULED CEILING 5/8" GWB; PAINT EXIST. WINDOW SYSTEM IN TERIOR 3" =T-0" EXIST. EXTERIOR WINDOW SYSTEM CONT. 1/8" SEALANT BEAD AROUND WINDOW FRAME BASE PER SCHEDULE CONTINUOUS SEALANT FASTEN MTL. RUNNER TO SLAB AS REQUIRED PARTITION PER PLANS EXISTING STL COLUMN t r 411 • EXTERIOR STAIR AND LOADING DOCK - PLAN FY ::...{_� ..�, .. ,`� .,Sit.. `^!.-0::. '�' �. �.�"�\ s.. �k\ •.•:: 1 1/2" JIA. NOWNA CAA STE L D a E C�ARDRAIL A \D HANUKAI ., ! YF 11 .3 S R3A L7 71A!NO`J', ANTIS! P ANK CRATINC. GALA'. S - EEL: 14 ,7tiAGE. Tv_ 24 "w S=R -RATE) A \` S • PLANK ORA "'\G, S EEL:'4 36A3:. Tr. A" _ANL:N;, 1 ' /2" A. \";Y ;.b. -,. s' =4 S E_ ' r • i - 2' - 0 .. 1C -3" op IIMENOR STAIR AND LOADING DOCK - ELEVATION I o) L 1 , J 4 " 1/2 ." = 1.-0" r • OVER DOC i •/2 .)i•I _ pia / c5" 20'_0 11/2" CIA. \OW \AL ;;ALY. T _E'_ , PE SATE IN/ C _©SJRE '_OC < 7:X 0= '.;'JAR',RA- EX'ST ='A v! \C WA- EXIS' RAY', BEYCND 7,.RWF'> At SAtif EQ. _T * _ : I _ _ a:rr∎ >>';'..1 =,t _X. • Ui b n AHU STRUCTURAL SECTION DETAIL (E) ROOF DECK 1 A307 BOLTS. Ty?. PLYWOOD F!L LER as RC'D ON B H S DES OE WEB AHU STRUCTURAL CONNECTION DETAIL (E) ROOF DECK BO S :..ES � M► w �3 A8 MIN 2 1/2" ,. f q } MU STRUCTURAL comEcnlom DETAR. r 10 • . W 7x'Ox0' -10" (E) T,I PLYWOOD FILLER c3; • - a: _ sS ?-, :a\ ^\ 1yr = 1-or 11 /r = T-0" 1 1/2 = • 9 as WPM MANE 11111.'1011 111! s f0 TO G.. - - ER (E R a ,- DE C v •1 "0 A:,__ .' HOC'S (2) " O (E) u._3 OR (SEE `.OTE) i" DA. A30 9OJS '2" ?"P ? 40V 3" D A. A307 BC. TS -vo f_..w yr iv S_OPE COW. P; N 4" 4" AWNING Mir EDGE DETM. AHU STRUCTURAL SECTION DETAIL c AHU / ROOF CONNECTION DETAIL 1 1/r = 1-a' NO AGD P w' D O^• E ^ SiSES C= NA*- W 1 V At FRS V_ ?� .2.0 ^ d ",/ 6 " __`J A <3 S DES - AS - EN 0, __ER =LANCE TO S -=c,,C U�c; .:A_\.. ,'f AW\ \O • S -Y, _ s 4S ✓C1N \S�„ k E � __ — ^ ��S ;_ CU - 7:7-R: SL0 AN ; _ R_ .._ =RAV .S t ls r " _ 1 � tt) 1 1/r = T-0' 11/2' =T -0 tob 3 D' i U NIS Y S Gateway North, Building 7 1 1621 East Marginal Way S. Tukwila, WA 98168 RE t'�O \S sc\E C9..OR2 \Y`ON \_ IA 'ss dos^ _ O •� REGIS; FRED T P!NEVCXI SrATC vF S;ASri14GION DETAILS • UNISYS •••■ ■•••, Y 'L a ..1 • r w , .*M~ • M •• �.. . - — « 1 .1A • '..! :l� • • 14: •1' . - •' _ S.OF Ile 7 _ :�. iT r► tic. •- -'. .:�► 1 < job b NIZ35X Scalia ARES A -8.3 '2;2.03 C9 -2' _ 3 C9. '2 �: )1v L • i EXISTING DRIVEWAY • SITE PLAN aNp` 411.1 051 �� EXISTING TRASH ENCLOSURE EXISTING TRANS)RMER 1/3?' = 1' -0' NEW MECHANICAL HVAC UNITS NEW MECHANICAL VENTING AT EXISTING SKYLIGHT OPENINGS; SEE MECHANICAL FOR LOCATIONS • .L, EXISTING PARKING EXISTING LOADING DOCK AREA ea. eall■www. PL 463.65' NEW EXTERIOR STAIR AND LOADING DOCK NEW CMU EQUIPMENT ENCLOSURE • ti ft 0 Li C� J TUKWILA PARKING REQUIREMENTS 1 SPACE PER 1000 USABLE SF OF BUILDING 28,000 SF = 28 SPACES REQUIRED HANDICAP STALLS = 3 TOTAL STALLS REQUIRED = 31 i EXISTING PARKING STANDARD STALLS = 97 COMPACT STALLS = 5 HANDICAP STALLS = 3 TOTAL STALLS = 105 REFERENCE rf NORTH EXISTING SKYLIGHT, 4x8 TYP. EXISTING TRASH ENCLOSURE I 3 r_XI iiiNb DiA kAM d ■ up ' —. — —4 PAIN OF TRAVEL d 7 C I V E. I L I U I C= J 1. EXISTING BUILDING FOOTPRINT YNLL REMAIN UNCHANGED FOR THIS SCOPE OF WORK. 1. EXISTING PARKING, TRASH ENCLOSURES, AND EXTERIOR LIGHTING %ALL REMAIN UNAFFECTED BY MS 900PE OF WORK T ` N „ O { (iMA litIttntO N C y - 6 2U3 PiLU � .:S • UNISYS PERMIT SET -NOT FOR CONSTRUCTION IA PLR 1'(1 �f r T -' UNISYS Gateway North, Building 7 71621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET Issue Description nnt• env Ik Job No: 213235.00 Scale: SITE PLAN + NERMT CEh rEk 09.30.03 09.24.03 09.12.03 OCT o12003 ►, l 201 , 74.1`!'` • i. t 11A'0'4 4 ..AV.'.I'ITt MF IProm kit et Nil 0 •AA "f AINHTF+' AN► '4! AM MAC fir Durl ATF rAS1:04 WW1 114 IIM'WTTTN :flh*N: ;t M W wn Drown: MC /CC Check: EH Owner Approval: �,MEXITING DIAGRAM r • • • • >« r 0 1, C E SOUTH ELEVATION SUGGESTED AHU ANCHOR BOLT LOCATIONS COORD WI MECH TIP; SEE 8/A8.3 (E) Slig31)f cii EQUIPMENT ENCLOSURE: SIDE ELEVATIONS ( WES 1. ALL DIMENSIONS AND ENS11NG MEIER SUES SHALL 9E FED vamp. 2. COORDINATE W/ MEN MINER FOR NEW C10 LOCATION MID AHU ANCHOR LOCATION. 4 NORTH ELEVATION PARTIAL ROOF PLAN -- STRUCTURAL FRAMING FOR NEW AHU 1/ 16" = 1' -0" (E) 2i6,1 5 as, TYP 1C-0 LONG a PER 1FCH 1 /4" = REFERENCE 1 EN NORTH 9 • 1.11•1. ■■•■■ - - - • NEW GLADNG 4 DOSTNG VU OPENING oasnw DOORS CI- (i ) • C6 r- 4111L NM 0011C. POD WFST BUILDING ELEVA HON ilk EQUIPMENT ENCLOSURE PAINTED PAU COOLING TOW WATER PIPES; PAINT TO MATCH WALL; SEE MECH. FOR NOTES SWINGNG METAL DOOR MI(TCO FRED LOUVER GATES 10 :009 0ER ASUAL SCREENING), COATED ALUMINUM; PAINT TO MATCH ENCLOSURE WALLS. - PROMO( LATCH FOR PADLOCK. SEE DETAIL 15/A8.3 MIL. DOORS; PAINT TO MATCH ENCLOSURE WALLS PROVIDE 1/2 DIA. WEEPS AT 240.c. MN. ALONG BASE OF CMU WAIL 901H 906 OF GATE, FOR DRAINAGE OF ENCLOSURE; SLOPE CONCRETE PAD TOWARDS OPENINGS TO DRAIN. PROVIDE CONCRETE SLOPED RAMP I AT GATE TO FACIIJTATE EQUIPMENT SERVCING. - Mk SLOPE 1:4 •••■■•••••-- di a PARTIAL SITE PLAN: EQUIPMENT ENCLOSURE GRADE AT LOADING DOCK AREA 1/16 = r-0" 1/8" = 1'-0" NEW METAL AIWIP1G ••• NEW STAR AND LOADPIG DOCK NEW CMU r:QUIPMENT ENCLOSURE; PAINT NEW CONCREIE ENCLOSURE PAD 4' CONCRETE PAD AT EQUIPMENT, TYP.; COCRD. TOTH MECHANICAL REFERENCE NORTH V CM Of TXWN.A omen° NOV - S 2'13 k DOSING BUILDING GRADE AT BUILDING 1>to vs'508 UNiSYS ••••••••••••••••••- PERMIT SET - NOT FOR CONSTRUCTION 8457 EDWARD HA1Cla STATE OF WASHNGTON / UNISYS Gateway North, Building 7 - 11621 East Marginal Way S. Tukwila, WA 98168 IA t-k ' • 4 t-. T H , ; e , I PERMIT SET PROGRESS SET COORDINATION SET '‘," I, I • A Job No: 213235.00 Scale: 09.30.03 09. 24. 03 09.1 2.43 Issue flsirintkn Date El vv. , (lc OCT 0 2003 PERU T re Drown: MC/CC Check: EH Owner Approval: 201 :38i 01 .0,' -152 5 ' 44`; 111V1.11 4P IN '1111 t •1Rtfilc !wt., orp, ormr; '41 me IP NO "Arltro., a rivtuSro 1111)0 f IFITTiN .14 I 04i tw. ELEVATIONS AND ENLARGED SITE Titi•AND ROOF PLANS 04 ..r • arkapposatiammAgi...A.4..i..gt::; 41 Mi tt'. . ....n• •:..: ':. • - z..... JA A JANITORIAL CONFERENCE ROOM L2] TI OPEN OFFICE AREA 0 11 l STATEMENT ROOM STORAGE MEETING A ROOM SLOPE 1:14 BULK STORAGE PARTITION PLAN :MA NG WALL TO REMAIN - U.O.N. tr -61/I' NEW PIS NT. PLUMBING PARTITION W/ 1 LAYER 5/r G.W.8 'GREEN- BOARD' ONE ME ON 3 1/2' 25GA NIL SKIDS • 111' OC - BRACE TO STRUCTURE ABOVE PER COPE. SEE DETAIL 1/A8.1 NEW PARTITION w/ 1 LATER 5/8' G.W.B. EACH SIDE ON 3 1/f 25GA MTL SASS • 18' OC - ExTEND WALL TO 1O' -6' A.F.F. - BRACE TO STRUCTURE ABOVE PER COOE. SEE DETAIL X /A81 NEW CLG. MT. PARTITION w/ 1 LAYER 5/r G.N.B. EACH SIDE 011 3 1/2' 25CA MTL STUDS • 16' OC - MACE TO STRUCTUE ABOVE PER COOS. SEE CETAIL 1/A8.1 LEN CLG. HT. PARTITION N/ 1 _LITER 5/r G.N.B. EACH SIDE ON 3 1/2' 25GA NIL STUDS • 16' OC - FU1L DAINTY W/ R -11 IISILATKNI - BRACE TO STRUCTURE ABOVE PER COOS. SEE DETAIL 1/A8.1 I NEW PARTITION TO MIME OF EXNSIING SwIUCTUNE W/ 2 LAYERS 5/6'' G.N.B. EACH SIDE ON REs ENT CHANNELS ON 6 25GA MR STUDS • 16' OC. FILL DAINTY W/ R -11 INSUL - SEAL ALL GIPS W/ ACOUSTIC SEALANT - BRACE TO STRUCTURE PER CODE. SEE DETAIL 3/A8.1 NEW 1p RATED PARTITION TO IAOER9OE OF EXISTING ST RUCNRE W/ 1 LATER 5/8' C.N.B. TIME -X EACH SIDE ON 6' 25GA HT. STUDS • 16' OC. FN.I CAVTY N/ R -11 INSULATIQI - BRACE TO STRUC*RE PER COIL - BEAL ALL GAPS W/ FIRE -RAL PER COOS. SEE DETAIL 2/A81 NEW PARTIAL IECHT PARTITION 0 ' -6' A.F.F. NITH I LITER 5/8' G.WB. EACH OE, ON 3 1/2" 25GA El STUDS • 24' OC. SEE OCTAL 7/A8.1 HEW FUNRRMG ON EXISTING WAI L W/ 3 1/7' METAL STUDS • 24' O.C. N/ 5/l!' G.N.B. ONE SIDE - INSULAR CAVITY 10 R -11, TYP. - BRACE TO STRUCTURE PER CODE. WE OE NAIL 4/m i REFERENCE NORTH RAMP UP SLOPE 1:14 I CASH ROOM L14� GENERAL NOTES PAPER STORAGE STORAGE CE [ 08 1 EXCHANGE 1r -f 1. INTERIOR PARTI11CNS ARE TYPE 'A1" U.O.N. 2. PARTITIONS DIMENSIONED TO FINISH FACE U.O,N. BRACE ALL PARTITIONS TO EXIST. STRUCTURE PER CODE. 4. FIRE SAFE PENETRATIONS AT ALL RATED PARTITIONS PER APPLICABLE UL ASSEMBLY. SEE DETAILS 'CET A -8.1. 56 PROVIDE BLOCKING AS REQUIRED AT LOCATIONS INCLUDING BUT NOT LIMITED TO PIANO RAILS, GRAB BARS, SHELVING, OVERHEAD CABINETS, SICNAGE, TOILET ROOMS 4CESSORIES, ETC. 6. FOR NON -RATED PARTITIONS, SEE DETAIL SHEET A -S.1 FOR EXTENT OF FRAMING MD FINISHES. 7. REFER TO DETAIL 1/A-8.3 FOR FRAMING RE UIRETNENTS AROUND DOOR OPENINGS. 8. REFER TO DETAIL 6/A - 8.2 FOR CONSI/ WC110 N AT FIRE EXTINGUISHER CABINET 1N111111 rip REUTE TAG, REFER TO RELIT SCHEDULE A -8.0 FOR MORE DETAILED INFORMATION PORTABLE FIRE EXTINGUSMER NEW CONSTRUCTION REUTE (TEMPERED W/ SILL) DOOR TAG, REFER TO DOOR ScNFDUIE A -8.0 FOR MORE DETAILED INFORMATION EXISTING CONSTRUCTION TO REMAIN DOOR TAG, REFER TO DOOR SCHEDULE A -8.0 FOR MORE DETAILED INFORMATION 1. MR.LWORK SHADING, TYP a a DESIGNATED AREAS ME N.I.C. J1 r__ r_ iN U I ©1 REMOVE & REPLACE EIISTNG OR ON INTERIOR ISE OF WALL - ENSURE WALL MEETS R -11 INSIILATVNG v LUE PER CAE. Q EXTEND NAIL ME M/ WINO TO 10' -6' A.F.F. i UNSYS PERMIT SET - NOT FOR CONSTRUCTION Issue Dt9crintina IA PIER :) ' \ 1 1 , h r' • • F4 Job No. 213235.00 Title: R:3ISTERIEO E01.'ARD HI 8ICIG STATE OF WASH T ON 44 .UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET t f PARTITION PLAN 09.30.03 09.24.03 . 09.12.03 OCT o 1 2 ;3 PE RAM `�N►fR AII I t. 01 •1 5 ''`) L•., :3 k u. PRAMK:G *Pf APIIN waf'i ; 44%IN fiN' 'l'v.MU fill :ti< iC rNfD r 'Mf APO 1. Of M .4* VAr Nnl fi Dupl.. Af ;' 4f (J DIC' 1.1 •1 11M I ' ffN ortNT 11* Aitl)I;f Drown: MC /CC Check: EH Owner Approvol: Sheet: A -1.0 Scale As Noted r L p 1 •` • ..cr. : �i�1f►a�6w�1/1 R mini c lrti zl" "2,-." rr.. ^'�i"R'_..+C,ik'"'' •a .1� .«� —�.• L ,t }l F �11+�. ►i.,� ■ ...._ __ 1 PPLY 17 STORA BULK STORAGE S I Y "'� TORAGE CE REFLECTED CEILING PLAN REFERENCE NORTH MCP LIGHTING LEGEND CFNERAL NOTES CITY OF Tim APPROviti NOV-62t103 sib N lLU UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Job No: 213235.00 PERMIT SET PROGRESS SET COORDINATION SET REFLECTED CEILING PLAN 09.30.03 09.24.03 09.12.03 PEkket ceN'Ek • A., " :',1 i'' ti M+ft1AL #.'4N (111'.•In,1 • ■ANJIk AK■ 111 !SW) ■ov ' w..,4rl :Nt '4 .NR MA• t* , 1 ►i o tP & ;E0. '>R Dr■ t ^ it1 • W1i D /tflU4 h : N7 • :d LK( W'. , Drown: MC /CC Check: EH Owner Approval: Scale: As Noted REFER TO ENGINEERING DRAWINGS FOR COMPLETE SPECIFICATIONS. CELNC MOUNTED ONE SIDED EXIT SIGH CEILING MOUNTED TWG STIED EXIT SRN LIONIOUER 2X4 FLUORESCENT noun 160 '7 , NEN CEILING GRID, TYP. NE M (R6 CEILING. CEILING HEIGHT LABELS (A.F.F.) DESIGNATED AREAS ARE N.I.C. IRA ^ r HEIGHTS ARE TO BOTT011 OF FIXTURE AND ARE A.F.F (THIS NOTATION APPLIES TO TALL- MOUNTED & PENDANT FIXTURES ONLY). HALF -FILL INDICATES FIXTURE ON EMERGENCY BACK-UP CIRCUIT/ BATTERY -PACK (AS DETERMINED BY BUILDING STD). E— — RETURN / E»IAUST GRILLE 1, ' 1 SLOT 1FFUSER XN AC UNIT DESCRIPTION / MANUFACTURER RECESSED OOMNLIGlTING NIO WALL MOUNTED FLUO ESCEMT n1TURE 1130 ac > ENOEO FLUORESCENT FIXTURE RID 1. CEIUNC IS 9' -O" AFT (V.I.F.) U.O.N 2 LIGHT FIXTURES AND MECHANICAL DIFFUSERS. ETC. TO BE CENTERED IN CEILING TILES TYP, U.Q.N 3. N ROOMS WHFRE RAISED FLOOR OCaRS, TOP OF FLOOR SYSTEM TO BE CONSIDERED 'FNISH FLOOR' CD COVER ORi ER IN SPACE ALONG C.L. OF 001RNAYS COONCNNATE ACCESS TO MW AGUES 1HRQJOII ACT N/ MECHANICAL -COT INSULATION AS NEEDED TO ACCORIODATE EASY ACCESS TO WV BOXES FROM BELGIM • • - - •- ∎ • -ram— ...r , �irdariWu widaimEritadazaraesiatz. 'am i�"L�. M.°"'� ' M- 1.4_1 Sc IOW latsdlialwiirvh..1.5 i0t , i la. 11 EXIS1NG LADDER ENCItSURE TO REMAIN NEW MECH. VENT EXISI. SKYLIGHT OPENING, TYP. L SEE MECH. FOR LOCATIONs AND SPECS. REFLECTED ATTIC PLAN REFERENCE l EX! STING HEATER — REFER TO --EXISTING HEATER —. REFER TO MECHANICAL I MECHANICAL • UNISYS PERMIT SET NOT FOR CONSTRUCTION IA Job No: 213235.00 Title: UNISYS Gateway North, Building 7 71 621 East Marginal Way S. Tukwila, WA 98168 r PERMIT SET 09.30.03 PROGRESS SET 09.24.03 GOOR©AJATION SET 09.12.03 Issue Descrotion not. „ itLA ,1/I 1 , • REFLECTED ATTIC PLAN 3,1 T IA OCT 01 zoom Pt'MIT CEtirFa a, ,r' A � 4l PARlN' *Ni 1F1 Y:RV,' RUN ` is'I' 't - .1t (1 AIV i Ma 141 'Wf'. r!+ '( 'If WWI ' a$(' q VII WA r OCT RI DWI \ A'f J, ' , ,f (• P ^", Ji R kV% PI 11/1t1'f N N J N' i t,I MF, iT r, 1 Drown: MC /CC Check: EH Owner Approval: scale: As Noted • S i)! t .. )01 Y810, L ,1 • • I, • • 4 1!N!' dirG''•'.lC. I i 3ASE FINISH OESIGNATIOI :IN_SM NUMBER (B 1.008 FINISH OESIGNA J p4 ;WISH NUMBER NALL FINISH DESIGNATION - IN'SH NUMBER LI x - FINSH MATERIAL - SLE F !NISH SCHEDULE /// - 11 I 22 MECHANICAL JANITORIAL ELECTRICAL 24 W •CONFERENCE ROOM • + 02 ACT -- WOMEN'S �ow1 611 r.. MEN'S F 20M RIPS ROOM J 23"" 1NISH P1 AN ANNOTATiON f L____. • - • NEW MILLWORK NEW CARPET BREAK ROOM 121 OPEN OFFICE AREA I 01 1 id II SUPPLY I 17 1 STORAGE I 1 '9 [� t' !l NEW RAISED A:ass . ' Rogow ' U • MEETING ■ �..... 4 TELECOM r 18 V15 TOR 03 I ALUM.STOREFRONT WINDOW WISH PLAN LEGEND 4/GORING pi DES RIPTION: TIP. FIELD CARET MANUFACTURER: MANNINGTON COMMERCIAL S i YLE NAME: CARTHAGE II 200Z COLOR: ROCK CRYSTAL :ROCR) SIZE: 12 F1. DESCR>P11011: RAISED FLOOR SYSTEM Lil MANUFACTURER: TATE COLOR: 190 NUMBER: 1250 N/A H HALLWAY I 25I it I/ ICE FINISH PLAN DESCRIPTION: 2' X 2' FLOOR ILE - U.O.N. MANUFACTURER: MITRE COLOR: LIGHT GRAY NUMBER: 0014 FNSH: N/A DESCRIPTION: Or COMPO9TION TitlE MANUFACTURER: MANNINGTON COLOR: TBD NUMBER: 1O fINNSH: TOD DESCRIPTION: DOSING COKCRETE SLAB MANUFACTURER: N/A COLOR: N/A NUMBER: N/A FINISH: CLLAR SEALER M Y O MILLWORK PLASTIC LAMINATE DESCRIPTION: MANUFACTURER: COLOR: NUMBER: DESCIIFTION: MANUFACTURER: COLOR: NUMBER: 1/8` = 1,_ HORIZONTAL RAM 0 BREAK ROOM 1 1B0 VERTICAL RAM 0 BREAK ROOM TOD 190 1810 1 • BALANCING I l I 0 El WAL H JESCIIRTION: MANUFACTURER: COLOR: NUMBER: fNISH: � i=ni � i�����ii■�iiiii'�i111IMiEr f . 1111111111111111111111111 111111111111.111111111111111111111111111111 i =i■�iiii�ioi ~iiii r� --Irmarumuni A • MIN M■ INN • ■ ■ II 1111111111111 n■ bi I • 1111111 REFERENCE f.„„„ NORTH TYP WALL PAINT -- VAN. 180 RIO 180 ® DESCRIPTION: WAIL PAINT - U.O.N. MANUFACTURER: K;I COLOR: BASIC BEIGE NUMBER: 756 FINISH: SEMI GLOSS DESCRIPTION 4'X4' MALL TRUE - U.QN. MANUFACTURER: DALTia COLOR: ANTIC I II TE NUMBER: X125 FINISH: SEMI -GLOSS 0 G RANG ■la■ 'SERVER 11111 ■HlIH■ EN ■■ ■ ll I Hi Si _ 11111 . ! MI ■IIHIIIIII ■ ■ 01111111111N111111111111 ■■1 ■r■■■■ DESCRIPTION: MANUFACTURER: COLOR: NUMBER: FINISH: CASH ROOM 1 14 1 II hd 2'X4' ACOUSTIC CEILING TRUE TBD TB0 TBD 18C DESCRIPTION: 2'x4' ACOUSTIC CEILING T1IE MANUFACTURER: TB0 IALOR: 180 NUMBER: 111D FINISH: W0 ® DESCRIPTION: TYP. CEXMC PAINT - VAN MANUFACTURER TB0 COLOR: 190 NUMBER: 180 ROSH: 190 . �.. AbaA � ir � STATEMENT ROOM IoI MAIL ROOM r t 1 LI ';r LJ GENERAL NOTES 1 SECURITY 0 mow COYER ALE AT FLOOR 10 WALL ,SIT TVP., THERE FLO. 14 00pA1S R ki 1 t ! STEEL LANDING AND STAIR 1. ALL G.W.B. SURFACES 10 BE PAINTED P -1 TIP, U.O.N 2. ALL C.W.B CLRS. TO BE PAINTED P - TIP, U.O.N. 3. ALL A.C.T. CBLINGS TO BE ACT -1, U.O.N. 4. USE BASE R11-1 0 ALL FLOORING CONDITIONS, U.QN. 5. CONCRETE FLOOR TO BE SEALED w I.M. S4HOFIELD 'CEMENTONE' CLEAR, WATER -BASED SEALER 6 RI/PATCH AND SMOOTH ALL OONC CUTS - FEATHER 10 MATCH EXRSIINC SUB SURFACE w/ NO BURRS OR BUMPS - MATCH APPEARANCE OF EXIST. CONC. - APPLY CONCRETE SEALER. 7. PRIME HEAVY - DUTY TRANSITION STS AT ALL F1A0flNG MATER* TRANSITIONS 194 S / • CM wiceo NOV 6 As NU it) • UNIS PERMIT SET - NOT FOR CONSTRUCTION 8.7 Gateway North, Building 7 11 621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET Ica,i� fl•.cr• lot iev► IA h Lt' 1,'.'01 Al • 4 101 - :. 4rL P if4 4A TIP 4 41 P4 IW TI♦f I11+M71Ai sr ''814>i "1l.: *Pr R I.chgl f T I11' '4 40 MAY WIT (r DRK11CA ►n 1"i ^ 'v VUi.t5EP MIpI,AiT 14r IP' :( 04441 , 1M M'■ Drawn: MC /CC Check: EH Job No: 213235.00 Title: FINISH PLAN STATE>OF WAS GTON UNISYS Sheet: A - 4 REGISTERED .0 Date 09.30.03 'j • 09.24.03 09.12.0 RIFCE L; OCT 01 nu 'EFawT►e, Owner Approvol: Scale: As Noted MECHANICAL JANITORIAL CONFERENCE Rocim 02 I MIN IDLAN ANNOTATIONS 5,5 ye I OPEN OFFICE AREA 01 1 SUPPLY I 17 STORAGE I 19 1 3 • • COON TER/SINK /cABNE BREAK ROOM 0 ? Qo o-o * Q OQ 9b 0000 ob 1. TELECOM 1 WS1TOR II HALLWAY I 25 1 KSzLAJ BULK STORAGE 04 I 7-7 we ---- Front Front Front WI FURNITURE PLAN 7 URNITURE PI AN LEGEND (5) Front SORTER ROOM 415j ■•••■■.1101. • Front Front 1/8" • BALANCING 1 05 1 Front r a 4Front REFERENCE NORTH .0 J. CASH ROOM SERVER — 1 13 1•••••••••••••••••••••••••16.4.................r. •I• 1•1••■ •=11010 .1111M IMM. 11=110 .0M MAIL ROOM 12 ■1•101. J•w4a#21,1446,_ • I SeDINIdd 3/M3-1 1- STATEMENT ROOM 1 ° iNu _ GENERAL NOTES 0 • — SECURITY PAPER STORAGE I STORAGE CE I 08 I EXCHANGE 1 09 1 1)0 DOCK I 10 r e 3 4 •111111. /' , , .- 1 ,,/ , ,/ „ / / ,, „ / / ,, . , • 7 /' COY Of TWALA NOV - 6 2043 AS tiva.0 • UNISYS PERMIT SET - NOT • FOR CONSTRUCTION 8457 Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 • IA FU f- EDWARD HANIOCKI STATE OF WASHINGTON PERMIT SET PROGRESS SET COORDINATION SET UNISYS I FURNITURE PLAN ..A-- 5. ;., 09_30.03 09.24.03 09.12.03 I,RI I Description Date 1 L'■! A 'Nil% 1! 1 A 4A.1 RECEniet ;Km LA OCT 0 1 2003 PlEkM, • * h•• • *A*01(.. 0.4P IP T 1/A111941 4R(114 '10(1^ 1! . 4e MGM: al'. !W or*, t t.r wit wr j LIII4IA t itrff• 004.11' 141 ,14 .1 IMMInCi Drawn: MC/CC Check: EH Owner Approval: Job No: 213235.00 Scole4S Noted • r � ) 1 ✓ FRONTAL APPROACH CLEAR AREA — MAxIM , ■V ENLARGE a PLAN - TOILET ROOMS I I VA 1lON 0 HANDICAP STA( i WATER FOUNTAIN -- • (-0' W I ■ w • p @ 1/4" = 1' -0" ADA COMPLIANT FAUCET AND SINK 5 .. 3 - .- 6 " - 1' Ft PROTECT ALL EXPOSED PIPES PER ADA CODES S STE E I. ;; AB 9AR) - 4 NTS 0 • b (E ENLARC[DPL.AN - WA IEr- FOUNTAIN ? -4" - 1'- n" ELEVATIONS 0 WOMEN'S TOILET ROOM 2 ENLARGED PLAN - ENTRY VESTIBULE J X v A ) SURF ACE MOUNTED S N. D TOILET SEAT COVER DISPENSER STANDARD 5' -81/2 'DPOF LR TIN e SANITAR NAPKIN/ TAMPON VENDOR WITH DISPOSAL MOUNTING HEIGHT SCHEDULE 2' -7 I/2 Z�1 <c> ALIGN NEW STOREFRONT DOOR W/ C.L. OF EXIST. DOOR • P APER TOME DISPENSER AND WASTE RECEPTACLE • r -7 1/2 -- - — FLUSH VAL VT \ %MEW SIDE G L,R- -1 WC - 2 GRAB BAR 7' -7 1/2' rC I x I `ainn fh ' S\F„) TOILET TISSUE & SEAT COVER DISPENSER u _ 1/4" = 1 1-0w <.> MIRROR _- • 5' -I' 3 d 3/8" 1' -0" SOAP DISPENSER • 0 DRINKING FOUN TAIN ROBE HOOK SEE 8/A -6.0 ENLARGED PLAN -- RAMP 1 TOILET PARTITIONS AND DOORS • URINAL SCREEN LAY -1 INSULATE HOT ANO COLD NA TER SUPPLY AND DRAM TOILET TISSUE DISPENSER & S N.D. TOILET PARTITIONS AND DOORS HANDICAP STALL HANDICAP STALL SEE 8/A -6.0 A , I' -7 "I MAX. t 1'- 5 "IMIN. �� :8" MI a . Q 7 _ Z Z Q+ X O • r') to in I =. o I � . • • N) N 1•1 (V ; ;V' I �• - d —•• r _ . P7. �♦ . MAX. V-0 1/i' NTS ATI ✓ - � i 1/4" = 1' -0" r - 71/2 2' -71/2' J Nu IL� 2 STEPS } DOWN 2' - 7 1/2 O SPOUT SHALL RE LOCATED NOT MORE' THAN 36' A.F.F. ENLARGED PLAN -- RAMP 2 nt4 4'x 1/4' a ry RAMP UP T 1 14 SLOPE ii ELEVATIONS 0 MEN'S TOILET ROOM 3/8" = 1' - RAISED FLR 0 +11 3/4" A.F.S. 1)t)o-so 1/4" = 1' -0" ADA COMPLIANT FAUCET AND SINK PROTECT ALL EXPOSED PIPES PER ADA CODES J 3/8" _ 1' -0" • Title: Sheet: UNISYS;' PERMIT SET - NOT FOR CONSTRUCTION Iq'. SP n C`r intinn • 'S "I `J WAIL • 1., ..'1 .rr Aly! I 1,511 4 ..t c. .. • • Job No: 2132 35.00 8451 PERMIT SET PROGRESS SET COORDINATION SET REGISTERED T EDW • D 91CIU STATE OF WASHiNGTON UNISYS Gateway North, Building 7 11 621 East Marginal Way S. Tukwila, WA 98168 • ENS ARCE PLANS 6.0 09.30.03 09.24.03 09.12.03 Dote ITV . `.c ' • OCT 01 2003 4 A PERMIT :Fh Drown: MC1CC Check: t H Owner - Approval: Scale: As Noted I ET i .00ATION(S) DESCRIPTION/ SPECIFICATIONS HW1 ENTRY/EXITS 1 -112 PAIR BUTT- HINGES 1 EACH SINGLE-ACTION LATCH SET_ 1 EACH WALL STOP , 1 EACH CLOSER 3 EACH SILENCERS HW2 OFFICE/ GENERAL 1 -1/2 PAIR BUTT - HINGES 1 EACH LATCHSET(LEVER TRIM) 1 EACH WALL STOP 2 EACH KICK PLATE - 1 HW3 PRODUCTION AREAS 1 -112 PAIR BUTT- HINGES 1 EACH LOCKSET (LEVER TRIM) 1 EACH WALL STOP _ ,1 EACH AUTO OPENER /CLOSER 2 EACH PUSH PLATE 2 EACH KICK PLATE /4' CLEAR TEMPERED SAFETY GLAZING STAINLESS STL KICK PLATE • IL_R (.i EXTERIOR DOOR JAMB DE rAIL I INTERIOR RE :1E HEAD /JAMB DETAIL ')OOR FRAME - THERMOSTAT - F " / Ii h t RDWARE SE AS SCHEOUEr "_C NOTE A; HARDWARE ID MEL • A ACCE SSiB'. !'Y RE UUIREMEN TS 2 3/4" VE RIF Y ! rt'/HDWR 9, ,I SCHEL - ELECTRICAL OUiL WALL TEI.PHONI OUTLET > DOOR TYPES ,LQ,NOMINk I JO, • S.G. • TYPE A - (N) 1 -3/4" SOU: CORE W000 VENEER DOOR W/ SAFETY GLASS VISION PANEL ' ti ' iNL WA, , :AM''At IhAMt t, )N'INUOUS SE AL AN f ANL) HACKER ROD, 7Y:' A I ALL OPNGS �'. TH SIDES - I L;RRING PER SCHEDULE , 3" = 1, -O., -0 \-- LINE OF FIN. r LG. WHERE OCCURS SEE REFLECTED CEILING PLAN TOR HEIGHTS - HINGE, TYP. . SCHEDULED DOOR - -- -- -- LIGHT SWITCH DOT TED LINE INDICATES LOCATION OF LARGER PATE FOR GANGED SWITCHES r - f INISH FLOOR TYPE B - (N) 1 -3/4' SOUD CORE WOOD VENEER DOOR 1/4' CLEAR - INSULATED UNIT WI SAFETY GLAZING D PAR II II(N■ cv CONTINUOUS SE ALAN I ----- AND BACKER ROD TYP Al ALL OPUS BOTH SIDES HOLLOW MTL FRAME N TERIO 2 � EXTERIOR DOOR HEAD DETAIL 1 INTERIOR RELITE SILL DETAIL i METAL STUDS FAGONALLY L-- TO SLAB ABOVE. (2 PER 3'0" DOOR, 3 PER 3'6" DOOR) DOUBLE METAL STUDS EACH SIDE OF OPENING. (TYPICAL') NT: a i T YPIC AL DOOR FRAMING KR J S.G. { TYPE C - (N) 2' MEDIUM STILE ALUM. STOREFRONT DOOR W/ SAFETY GLASS VISION PANEL L P_OOR TYPE D - (N) 1 -3/4" INSULATED MTL. DOOR CONT MTL FLASH w/ GRIP E Da. EXTERIOR 3" = 1' -0" 3" = 1'-0" N.T.S. " EXTE -.iorz INTERIOR TYPE A- (N) RELITE W/ SAFETY GLASS IN MTL. FRAME GLAZING TYPES 01E 01 02 02E 03 04 04E 05E 06 07 08 09 10 10E 11 _ 12E 13 14 15A 158 16A 168 17 18 19 20W 20M 21E 22 23 24E 25 • -1 /4' CLEAR TEMPERED SAFETY GLAZING - — - - ANCHOR TO EXIST. CONC. - - - EXISTING CONC. WAI L - ALUM. STOREFRONT FRAME AP�p PACKER R T OD TYP. AT ALL OPUS BOTH SIDES FURRING PER SCHEDULE EXTERIOR WINDOW HEAD /JAMB DETAIL 3" = 1' -0" RECITE SCHEDULE RELITE NUMBER ROOM NAME 09 15A SORTER ROOM 158 SORTER ROOM EXCHANGE 11 SECURITY 21 REAK ROOM DOOR SCHEDULE DOOR f ooR NUMBER ROOM NAME 1MD1H ENTRY VESTIBULE OPEN OFFICE / ENTRY ONFERENCE NTRY AT HALLWAY VISITOR OFFICE ULK STORAGE : ULK STORAGE ALANCING STATEMENT ROOM APER STORAGE STORAGE XCHANGE OCK OCK CURITY AIL ROOM SERVER CASH ROOM SORTER ROOM SOS; TER ROOM MEETING ROOM MEETING ROOM SUPPLY TELECOM STORAGE WOMEN'S ROOM MEN'S ROOM BREAK ROOM MECHANICAL / JANITORIAL UPS — ELECTRICAL HALLWAY FRAME WIDTH ,HEIGHT TYPE 4'- O" 4' -0" 9 -0' EXTERIOR E ISTIN G PR. 3' -0" ' 7' -0" - 2' HEIGHT IThINESS Ma 3' -0' 7' -0" 1 -3/4' 3•_0. 71-0" 2' 3' -0" 7' -0" 1 -3/4' PR. 3' -0" 7' -0" 1 -3/4" E }KISTING E X I S T I N G PR. 3' -O' 7' -0, 1 -3/4' PR. 3' -0" 7' -0" 1 -3/4' 3. -0' 7' -0" 1 -3/4" PR. 3'-0" 7' -0 1 -3/4' PR. 3' -0' 7' -0' 1- 3/4' E (STING 3 S_ O 0 7,_ ; 3' -0' 3 , -0 ' 3' -O" PR. 3' -0' PR. 3' -0 3' -0 3'-0" 3 '_ O " 3' -0' 3 ,_ 0 " 3' -O' 3' -0' 7 ,_ 0 " 7 - -0" 7 '_ O " 7' -0' 7' -0' 7 ._ 0 ' 7 ,_ O " 7 ._ O " 7 '_ O " 7 '_ 0 " 7' -0' 1 -3/4" 1 -3/4' 1 -3/4' 1-3/4" 1 -3/4' 1 -3/4' 1 -3/4' 1 -3/4' 1 -3/4' 1- 3/4" 1 -3/4" 1 -3/4' FX !STING 3' -0" 7'-0' 1-3/4' 3' -0 7' -0' 1 -3/4' E !STING 3' -0' j 7' -0 " 11 -3/4" I DOOR FRAME TYPES TYPE A SINGLE DOOR FRAME EXTERIOR WINDOW SILL DETAIL FRAME TYPE AMTL. TEMPERED GLASS DOUBLE GLAZED UNIT W/ 1" AIRSPACE FOR SOUND CONTROL FRAME TYPE AiMTL. TEMPERED GLASS (DOUBLE GLAZFD UNIT W/ 1" AIRSPACE FOR SOUND CONTROL FRAME TYPE A!MTL. TEMPERED GLASS FRAME TYPE AIMTL. TEMPERED GLASS _ EXTERIOR iALUMINUM TEMPERED GLASS + DOUBLE GLAZED UNIT; SEE DETAILS 3 & 4 / AS.0 NOTE: SEE DOOR SCHEDULE FOR FRAME FINISHING REQUIRMENTS TYPE B - DBL. DOOR FRAME MATERIAL SAFETY GLAZING A WOOD / GLS 8 _ WOOD 8 WOOD A WOOD / GLS. WOOD D A 13 A A 8 8 ANCHOR TO EXIST. CONC. Z--- CON IrINUOUS SEALANT BED TyP. AT ALL OPNGS BOTH .JI)ES tiD 'ATRIAL T TrE ►TERIAL ALUM. / GCS. WOOD / GCS. ALUM. / GLS. WOOD / GLS. WOOD / GCS. WOOD / MTL. WOOD / GLS. WOOD WOOD / GLS. WOOD / GLS. WOOD / GCS. WOOD / GLS. WOOD WOOD WOOD WOOD WOOD WOOD / GL INTERIOR - ALUM. STOREFRONT FRAME AND SILL FLASHING EXISTING CONC. SLAB 4` 3" = 1' -0" NOTES FRAME _ .HDN► A r.. ALUM. MTL ALUM. MTL MTL MTL MTL MTL MTL MTL MIL MIL MTL MR MR MR MR MR MR MTL MTL MTL MR MTL MTL MTL i S INTERIOR DOOR HEAD /JAMB DETAIL 3" = 1' -0" SET MOTES (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE 1 MATCH EXISTING STOREFRONT STYLE AND FINISH 1 MATCH EXISTING STOREFRONT STYLE AND FINISH 2 3 (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE 3 2 MATCH BUILDING STANDARD FOR DOOR FRAME AND HARDWARE 2 3 2 (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE 2 1 I (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE 2 2 (E) ENSURE HARDWARE MEETS EGRESS REQUIREMENTS PER CODE , 2 HARDWARE SCHEDULE GENERAL NOTES: 1. ALL HARDWARE, EXIT OR OTHERWISE, IS TO MEET ADA /ACCESSIBUTY REQUIREMENTS AND BE CAPABLE OF BEING OPERATED WITHOUT SPECIAL KNOWLEDGE. 2. HARDWARE TO MATCH CLIENT'S EXISTING TENANT SUITE STANDARD U.ON. 3. ALL DOORS (NEW OR EXISTING) PROVIDING ACCESS TO THE OUTSIDE SHALL PROVIDE "SINGLE- ACTION" LATCH RELEASE - PER CODE. .:..,. . _ ..y_ . ::. ., -.". UNISYS, PERMIT SET NOT FOR CONSTRUCTION IA Title: UNISYS Gateway North, Building 7 1 1621 East Marginal Way S. Tukwila, WA 98168 C#TI OF TUKWILA APPItOvEO NOV - 6 2603 Erri WO - 99 WIZ PERMIT SET PROGRESS SET COORDINATION SET SSue? tOPscrintinn 8457 EDWARD HAF19rttgl STATE OF WASH(; G7 • :y.,. ..p q•• 41 YA'! 1A ,A. ,, 4 . • , D; ;I AMt VA, ' ; w .., A , ! Aw Job No: 213235.00 ID E TAILS AND SCHE Sheet: , RE STEREO hTV�,c lA OCT o 1 2003 F wt•r CZNTEk 09.30.03 09.24.03 09.12.03 Dote ,. .' A 31 "'Y' W F1F , A -. ♦ .. M ,.. .M Ad .t `. Drown _ MCC Check: EH Owner Approval:__ ScoleVA R I E S DULFIS PARTITION TYPE "Al, A2, A3" I PLUMBING CHASE r -.- 1 6 I CEIE INC Df 'Alt 1 T _ - TICN © ;RI-: -, X iFfR GR VIAL: WIh. A, rat SCHEDULED NASI. ;CHEDULED I LOOKING FIRE RATED SEALANT 1 HRA, IN( A RI J'I) CAI! , .I., (:► Il DUt I 0 CI n IN,, PAIN' RI VI Ai ► I A Bt AC,' A I TACIT SUP !RACK TO .,R!D W/ #€ S 12 .i.kLWS 2' C" O.0 1 A' I< 5/8" GWB E A. SID[ 01 25 GA. MEL STUDS J" (? C STUD CRIM ►'FD AT HE AP IC` RECEIVE TOP TRACK. 1 i,1 CAVITY W/ R 11 HATT ASTEN ME TAL RUNNER To SLAB W/ POWER ACTIVATED FASTENER 1/8" DIA. 3/4" MIN. PONE TRA TE 2' 0" O.C. 1 1/2" = 1'- 3 5/8" 25 GA. CONTINUOUS METAL STUD TOP RUNNER ..0 ►�f G,II F PART;TIoN SCHEDULED CEILING SEE REFLECTED CEILING PLAN FOR SPECIFICATIONS & HEIGHT 3" ACOUSTICAL BATT INSUL. SCHEDULED PARTITION SCHEDULED BASE FIRE RATED SEALANT METAL STUD FLOOR RUNNER XIS T. CON" WALL - ME ;T,I^ kAMrNi•. A'. • f_ , NOTE C(X)RDINA'f Wi T H F NGINF E RS FOR ANY ACCESS PANE I S AT CE iNG. 1 1 /2" 3" = -0., P ARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. 1/4" CAP-FILL WITH ACOUSTICAl SEALANT, TYP. PARTITION PER PLANS 3 " - 1' -0" 0 p I Nr1 Tf` • 2 4'-6 " BV. CONC. FLR . 0 ,. I _ ° ROVIDE VERTICAL RESTRAINT `'OMIPRE SSiON ROS T ® 1 2'- 0" oC IN EACH DIRE TiON T 1'F. AT SUSPENDED ;EILING FER t;BC SECT '2504.3 TABLE 25 A VE.P Ti(AL COMPRESSION PCS1 SIZING / cMi 'JR TO 6'- 0" MAX: ;-M' TC 8 • 0" MAY. ' cM1 UP TO is 'r MAX. w M) ,JP TG %1' 0 VA?' WO) # GA. SI'.tA" WIRES A T ' /. O. KING c..ROSS TEE S • A 4' '.;. 7 YE . FhLL ALL GAPS • PENETRATIONS W/ ,TIRE- CAULK/FIRETAPE MATERIAL DEMISING PARTITION TYPE "C2" • 1I TENANT SPACE PARTITION TYPE "F" : PARTIAL HEIGHT WALL 3" = 1' -0" PARTITION IN TERSFCTION DETAIL I PROVIDE COUPE NSAIION CHANNEL w/ MIN 1 1/2" ALL OWANi E.. I It I VOID w/ NAT I INSUE. UNDERSu)E 01 STRUCTURE A' ROOF R- 30 HA I 1 INSUL ., TYP AT CE Il ING'� FIRE SE At , BOTH SIDES AT COMP CHANNEL SCHEDULED CEILING FILL CAVITY W/ R - 11 BAT', TYP 5/8' TYPE 'X' GWB BOTH SIDES ON 6" METAL STUDS SCHEDULED BASE, WHERE OCCURS SCHEDULED FLOORING 1 1/2" = 1' -0" 1" WOOD CAP (CONTINUOUS) PAINT X 3/4" REVEAL W/J -BEAD 3 5/8" 25 GA. CONTINUOUS METAL STUD TOP RUNNER ANODIZED ALUMINUM RAIL, 1 1/2" DNA. ANODIZED ALUM HAND RAIL BRACKET PROVIDE FIRE TREATED WOOD BLKG AS REQUIRED AT HANDRAIL BRACKET 3 5/8" 25 GA. METAL STUDS 5/8" GYP.. BOTH SIDES SCHEDULED BASE RAMP F EXIST. CONC. FLOOR SEALANT METAL STUD FLOOR RUNNER SCHEDULED FLOOR FINISH PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. 1/4" GAP FILL WITH ACOUSTICAL SEALANT, TYP. PARTITION PER PLANS 1 1/2" _ l'-0" - - - -- ANGLE CLIP- PINNED TO S TRY', TURF AND BOLTED TO VERTICAL COMPRESSION BRACE - YPICAL # GA. HANGER WIRE SE. T IN CONC. SLAB ABOVF COMPRESSION STRUT TWO #12 GA. SPLAY WIRES AT 45' PARAI LEL TO MAIN TEES - TYP. HANGER WIRES A T 4' -0" U.C. NOTE: LATERAL FORCE BRACING MEMBERS SHALL BE A MIN. OF 6" FROM ALL HORIZLi;.■AL PIPING OR DUCT WORK NOT PROVIDED IMTH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING ORES SHALL BE ATTACHED TO THE GRID AN() STRUCTURE AND SHALL SUPPORT A DESIGN LOAD THE GRE A Ti. R OF 200 POUNDS OR THE ACTUAL LOAD ICH A SAFETY FACTOR OF 2. ACT HUNG CEILING ISOMETRIC N.T.S. 1 J 1 (.. 3 1 'I 1 r, I 1 \j\ I l i , ` NOTE. I ILL ALL GAPS • PENETRATIONS W/ FIRE CAULK/FIRET MATERIAL PARTITION TYPE "C1" --SEE DETAIL 19/A -8.1 I , - RAMP NOSE HEEL L l 7 . T+ ' TT TT ...: IOIif41111 •111i;14F PARTITION CORNER DETAIL l 1" PLYWOOD - NON --SKID VINYL MAT — /1G -24 SHEET METAL SCREW 2" CEN. -CEN. TYPICAL PANEL SHIM SET IN ADHESIVE 181 TYPICAL RAMP At RAISED FLOOR ALUM. RAMP PEDESTAL 1.5 X 1.5 X 11 GA. EI.ECTROGALVANIZED RAMP CHANNEL 2" MAX. CEN. - -CEN. - PROVIDE COMPENSATION CHANNEL w/ MIN. 1 1/2 ALLOWANCE; FILL VOID w/ BATT 1NSUL. - -- UNDERSIDE OF S TRUC I URF AT ROOF -- - R- 30 BATT INSUL., TYP AT CEILINGS 1/2 SOUND DEADENING BD BOTH SIDES AT COMP. CHANNEL SCHEDULED CEILING FILL CAVITY W/ R - BATT. TYP. (2) LAYERS 5/8" GM OVER RESILIENT CHANNELS BOTH SIDE'S OF 6' METAL STUDS; PROVIDE 1/4" GAP BTW BASE OF GW9 AND FLOOR; ACOUSTICAL SEALANT AT BASE SCHEDULED BASE, %MERE OCCURS SCHEDULED FLOORING PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. — METAL CORNER BEAD AND JOINT COMPOUND, TYP. SEE DETAIL 19/A -8.1 LATERAL BRACING - PLATE -1 \ ALUM. SPLICE GYPSUM BOARD - BAFFLE BELOW TYPICAL • 1 1/2" = 1'- 1 1/2" l'-0" 1/2" = l'-0" 14 PARTITION TYPE "Dl" 1" FIRE PROOF PLYWOOD NON -SKID VINYL MAT BY RAISED FLOOR MANUF. -■ j CAULK ALUM. RAMP PERIMETER PEDESTAL RAMP NOSE TOE RAMP NOSE HEEL FLAT HEAD SCREW 24" O.C. 19 I DETAILS AT ACCESS FLOOR RAMP R - 30 BATT !NSW ., 1 IP AT CEILINGS 11 i , 1,► , SCHEDULED CEILING : - ,Q EXIST. CONC. WALL TO REMAIN I LAYER 5/8" TYPE - GWB ON 4' DEEP MIL STUD FURRING, FASTEN TO EXISTING SURFACE R -11 BATT INSUL. BASE AS SCHEDULED FLOOR COVERING AS SCHEDULED FASTEN METAL RUNNER TO SLAB W/ POWER ACTIVATED FASTENER 1/8" DIA. 3/4" MIN. PENETRATE 2' -0" O.C. 1 1/2" = 1'•-0" PAINT EXPOSED EDGES OF WOOD BLOCKING TO MATCH WALL EXISTING EXTERIOR WINDOW SYSTEM FURRING TO F.O. CONC. SILL BELOW PAINT TO MATCH WINDOW MULLION CLOSED CELL NEOPRENE GASKET w/ ACOUSTIC SEALANT, TYP. F.O. CONC SILL BELOW WINDOW WALL GWB WITH J -BEAD AT EDGE NEW 'TILL BELOW SCHEDULED PARTITION ALIGN CENTERLINE OF WALL ITT' r CENTERLINE OF MULLION PARTITION WALL AT EXISTING WINDOW WALL 3" = 1'- NEW PARTITION PER PLANS REINFORCING TAPE AND JOINT COMPOUND, TYP. CLOSED CELL NEOPRENE GASKET ACOUSTIC SEALANT TYP. EXISTING CONSTRUCTION 300 DETAIL OF NEW PARTITION © EXIST CONST 1 1/2" _ -0" ALUM. SPLICE PLATE STEEL PERIMETER PEDESTAL CONT. GYPSUM BAFFLE SUB -FLOOR (EXIST. CONC. SEALED W/ SONNEBORNE CONC. SEALANT (TYP.)) 1" FIRE PROOF PLYWOOD NON -SKID VINYL MAT 1/../1/. BY RAISED FLOOR MANUF 2" TAP 24" O.C. 3 " = V-0" 5 It 10 15 II I I \l I - - - - ->`. EXTERIOR WALL: WINDOW HEAD ,w. , r. - SP • - . Tom• . .^M.^+."1 ... ' �."►w .. 7!gwA410 ► _ T ^..... . �1 .1 TENANT SPACE INTL COVE BASE , 1 GLUE IN WOOD SHIM AS NECESSARY PERIMETER PEDESTAL TOP Of FINISH -, CONC. FLOOR 1/2" MAX • RAISED FLOOR AT WALL I' EXTERIOR WALL: WINDOW SILL 1 • —.--, —. -, . • 41••• • - EXISTING EXTERIOR FIT -- NEW INSUL AHV WALL - 4 i SCHEDUL ED CEILING 5/8" GWB; PAINT 2x4 METAL STUD FRAMING w/ R- 11 INSUL. EXIST. EATERIOR WINDOW SYSTEM EXIST. EXTERIOR WINDOW SYSTEM CONT. 1/8 SEALANT BEAD AROUND WINDOW FRAME 1 3/4" x Na" W000 SILL ••••••• REVEAL w/ J- BEAD 5/8" GINS; PAINT 2x4 METAL STUD FRAMING w/ R -11 INSUL. BASE PER SCHEDULE EXISTING STL. COLUMN 3" = 1'-0" PARTITION PER PLANS FASTEN STUD FRAMING TO EXISTING COL. 0 24" O.C. o r of Ti.10 0 1 - 6 2033 ILJ s tit) NOTE: FILL ALL CAPS 0 PENETRATIONS W/ FIRE CAULK /FIRETAPE MATERIAL - DEMISING PARTITION TO EXIST. COL. DETAIL 1 1/2" = 1' -- -- SCHEDULED PARTITION ACOUSTIC SEALANT .3" = 1 -0" --- " • UNISYS Title: PERMIT SET NOT FOR CONSTRUCTION EDWARD I{4M9teKI STATE OF M►AS(','a UNISYS Gateway North, Building 7 11 621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COOR DIN ATEON SET Issue Description Date • • M' '•`: Y_• A. , .•t1.1 .h • ..' IV' IV• y • NI MT . *. .. r 09.30.03 09.24.03 09.12.03 PIFCENEC OCT 0 1 2003 PE 141141 ,;FjrTE Drcwn: MC /CC Check: EH Owner Approval: Job No: 213235.00 Sc.:0414RJ E DETAILS 1 /. • R•P fM F`t T DOOR SILL DETAIL NOTE: PROVIDE MULTI - PURPOSE EXTINGUISHER DRY CHEMICAL TYPE (FE). HEAVY DUTY DOT STEEL TANK, l!L RATING 2A -10B: C. 5 POUND CAPACITY FIRE EXTINGUISHER CABINE T ti :t 1 ! SLOPE I ! '1> 0 CURB A T NEW ROOF TOP AHU (i'AIN M ; AYE MI A L; i ll. , A N ! PARTITION PER PLANS NOTE: IF LOCATED IN FIRE RATED PARTITION PROVIDE LISTED UL OR WARNOCK HERSKEY CABINET SUITABLE FOR PARTITION ASSEMRLY RATING. — PARTIALLY- RECESSED F.E.C. VERir Y DEPTH REQ'D W/ MFR. -- PANT TO MATCH ADJACENT WALL. (J.L. INDUSTRIES OR EQUAL.) — .- METAL STUDS BLOCKING E xIS':NG ";K {; 1 , ' , I'F N NC A T %L W ME CH' VEN S N: TA; w 3 " — 1' -0,r 1 1/2" = 1' -0" NFW VENT, PER. MECHANICAL TAPERED RIGID INSUL., 2" MN.. Si.OF'E 1/4" PER FOCI, OVER 3/4" PLY. OVER 2x FRAMING AT OPENING LAS' NEW MEMBRANE FLASHING. 4" MIN., OVER EXISTING CURB FLASHING + -- - - -. - NEW METAL FLASHING w DRIP EDGE 2x FRAMING AT VENT CURB AS REQ'D FOR SUPPORT EXIST. CURB AT SKYI ICHT OPENING - EXISTING ROOT ASSEMBLY EXISTING FRAMING A l OPENING NEW ROOF'OP AN'_), ;DER M[ AIR `l;... CA`,K t. MANF . EAF viS T:N(, I OOF ASSE MBI Y i XI ;1ING I RAMING A I OPE NINC NTS NTS z PLAM BACKSPLASH WHERE OCCURS WOOD BLOCKNG AS REQUIRED W000 BLOCKING AS REWIRED GARBAGE DISPOSAL MAGNETIC CATCH (TYP.) INTERIOR CABINET TO BE WNIlE MELAMINE, TYP. BRUSHED ALUM. FMISHED ---- 1MRE -PULLS, TYP. W000 BLOCKING AS REQUIRED FIN. FIR. PER PLANS RUBBER BASE PER SCHEDULE SILL DETAIL STOREFRONT ENTRY SLOPE 1/4 " /F001 E X 1 E R I ON 0\„/ •, / ! • . 2' -O' r SINK BEYOND 1 1 TYF';CAL ROOF PENE TRA TION DETAIL MED. SILL ANOD. Al t IM. DOOR THRESH SET IN MAS1IC F - PLAM OVER 3/4' PLYWOOD INTER'OR JOINT FILLER I 1, — FULLY ADHERED BASE FLASHING MLMBRANE 3" = l'-0" METAL CLAMPING RING SINGLE PLY, MEMBRANE. SECTION THROUGH BASE CABINET © SINK 1 1/2" = 1' —O" FULLY ADHERE FLASHING MEMBRANE, MIN. 3" LAP � - - - EXISTING ROOF - PROVIDE SOLID BI_KG. FOR OPENINGS OVER 18" VENT STACK (COLD PIPE) SEE PLUMBING DRAWINGS FOR LOCATION AND SITE NTS 1 SECURITY SCREEN AT EXISTING SKYLIGHTS EXISTING SKYLIGHT OPENING EDGE OF OPENING, BEYOND GALV. METAL MESH, XX GA.; EXTEND EDGE 6" BEYOND OPENING EDGE PARRALLEL TO GLU -LAM METAL CLIP, FASTENED TO GLU- -LAM AT 12" O.C. - -- EXISTING GLU -LAM BEAM • 3" = 1' -0" 1 PRECAST CONC CAP 2" x 6 x 8" BOND BEAM w /(2) #4's CONT. HORZ. AT 48" VERT AND AT TOP & BOT. 6' NU, w/ #5 032" O.C. FULL HT., ALL VOIDS CONTAINING GROUT w /REINF. COMPACT STRUCTURAL FILL AS REVD FOR SITE 8" MIN. CONC. SLAB AT ENCLOSURE 4000 PSI #5 BARS, 36" MIN. SPLICE - --- 1 /2" DIA. WEEPS ALONG WEST WALL. 24" 0 C. MIN. PATCH EXISTING AS REO'F) (2) #5 AT 18" O.C. (2) #5 CONT. • • 1' -0" 9 1 EQUIPMENT ENCLOSURE WAIL, TYP. 9' -6" ABV. T.O. CONC. 1 1/2" = 1' -0" 1S CONC. PAD SILL BELOW HORZ. LATCH WITH PADLOCK PAIR OF METAL SWING GATES, LOUVERED INFILL; SEE SHEET A -0.1 6" CMU, REINF. AT CORNERS AND GATE OPENING EQUIPMENT ENCLOSURE GATES i If M 1 1 /2" = V-0" Title: • UNISYS PERMIT SET - NOT FOR CONSTRUCTION :ssu. Description Sheet: REGISTERED 'T 8457 EDWARD HANBICKt STATE OF WASHINGTON PERMIT SET PROGRESS SET COORDINATION SET DE TAILS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 09.30.03 09.24.03 09.12.03 Date MT (IF ( OCT 01 2003 PERAMT cth�R ., t• • t AM ;.'l • {lip. MA r.' u , 4 . ; . i f . . 1 M .. • .,4 *r . • , • ,.1 A{.. Drawn: MC /CC Check: £ H Owner Approval: Job No: 213235.00 ScoMARIES 8.2 _C ;:t::. .:.�. ':.... _... A.GSa>4. i•diR +r/fM".: atw `c:l�: ...... _4�.. - N _ • c 4' 0" 1 1/2 DA. NOMINA1 GALV. STEEL PIFE GUARDRAIL AN HANDRAU, PfP. • I I 11 3/4". SERRATED DIAMOND ANT1StIF PLANK GRATING, GA' V STEE' ;14 GUAGE. TYP AT TREADS — 21"w SER°A1ED DIAMOND P.NTIS1JP P: ANK GRATING, GALV. STEEL ;14 GUAGE. TW. AT LANfiNG EXTERIOR STAIR AND LOADNG DOCK -- PLAN ME TAL AWNING 4'-O" 1 1/7 DIA NOMINAL GAP/ S1Ftt PIPE HANDRAIL, rYlP „ I I I! • ' /7 ;JI A NOMINAL GAt V ----- Slit: PIPE, lYP 4 O F_ VA UN 4'-0" 2 -0 11/16" I E' I' . e ll 3/ 4 1/2" OVERHEAD DOOR OPENING, BEYOND (-0" 1 1/7" DIA. NOVNA' GALV. S TEEL PIPE GUAt- \ \ I I — SEC STRUCTURAL FOR STEEL FRAMING C-0" EQ. I 1/2" NA "cwt GALV. STEEL PIPE GAM w/ CLOSURE LOCK EXTENT OF GUARDRAIL EXIST. RETAINING WALL MST. RAIV, BEYOND / ----, SURF ACT S Al SA IiE ' E 11VA !MN / ti. c--10 1/2" 4 3 (E) ROOF DECK )4"0 A307 BOLTS, TYP. 5E010 + In ! \ • -ft )6x10x0'- 10" Ft 9. (E) GLB AHU STRUCTURAL SECTION DETAIL (E) 2Ax1616 GLB AF,-IU STRUCTURAL CONNECTION DETAIL (E) 2)6x 1416 GLB SIM 0 54x31)6 GLB AHU STRUCTURAL CONNECTION DETAIL • - I 1 1/2" = 1 1/2" = 0" 1 1/2" = (E) ROOF DECK X"0 A307 BOLTS (2) 0 6" O.C. AHU / ROOF CONNECTION DETAIL • AHU STRUCTURAL SECTION DETAIL AHU AHU f RAIAE. & CONN — BOLTS PER 1.4F} L 61(404x0 LLV AS — REVD (E) GLB 1 1/2" = 1 1/2" = V-0" cos, Cf Aitt t ti - I A.. • 4 17 04 *) -#)x Issue Dezcription Date IA • ' A NO, Ij; I 41 • •4 .• - • /4 •• . `4 • .• ' Drown: MCICC, Cne'_ EH Owner Approval: Job No: 213235.00 ScoMARIES Title: Sh UNISYS PERMIT SET NOT FOR CONSTRUCTION ED ',A9DHANIIICKI S rATE OF WASHINGTON Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET '. • • TAILS UNISYS " 8 09.30.03 09.24.03 09.12.03 .; • rY o..1/k A OCT 0 1 ?003 PEfiko ,;EJ,,E a . .. • -441•1/&•‘••••., VIE AWN. anda...‘adilear ".464. 1421.:41Wi6., ?V 161g-1:o 1..» OPP tII r . • HSS 4x44 TYP 2'-0"x5'-6"x1'-3" DP FTG (E) CONC WALL • C10x15.3 ; \ 0 14 , 4rs-to \ -- C12)(20 7 STRINGER j - 4' (2) LOCATIONS 11 1 FRAMING AND FOUNDATION PLAN 3 SIDE T f GRATING L 3x2 CONN Ft 5 A6x4Y2x0 -6" W/ (2) A325 @ 3" PITCH SECTION C10 STIFF ItY r: CAP t SECTION DIM 2 DP FTG, TYP 2 LOCATIONS SIDES HSS POST TYP I L 10 6•.-0` LONG \ I — GRATING TYP. C10 C8 @ SIM GRATING NOT SHOWN FOR CLARITY 6 /8"0 x 4" EMBED r— DICA TYP 3 " = ____3/4x10x0'-8" - C8 3" • STEP TYP. • • • • • 1. o • • 4-6 --\ 8/S-1.0 : ANTI SLIP GRATING STIFF FEY, @ EA HANDRAIL -\ POST 3SIDES 4. C10x15.3 10 LONG / TYP. 24'-6" SECTION y4 L 3x2W, LLV 3 ) 4" EMBED DICA :!4 OC. 4' FROM EA END. DIM HANDRAIL PER ARCH ,-GRATING / I 1 1 0 ',■1•1•4111r• L 2x2 3 4 6 f_\ 3 %61 7 4@12 C10 (E) CONC RETAINING WALL 1/4" = 3" = 1 • /4" NON-SHRINK GROUT (4) #4 EW NOTE: BEAR FOOTING ON UNDISTURBED SOIL _1 SECTION C10 C12 STRINGER C12 STRINGER NOTE: STIFF FY < (/) 1. GRATING NOT SHOWN FOR CLARITY 415 2. SEE 5/S-1.0 FOR ADDITIONAL INFORMATION I SECTION '2 3 /16 POST L ANCHOR - BASE I% BOLTS 4 SECTION SECT ----HSS 4x4 POST / Ft • A ) CLA C8 _ 9/S-1.0 4 4pooldwoommi■=4 REPLACE PAVING z--(E) PAVING FOOTING PER PLAN (2) 3 /4"0 A307 AB W/ 12" EMBED 1 1/2" = 1'-0" CAP ItY2x5x0 POST 2x2 r BELOW 0 < (7) clo 3" = t TO MATCH FIG OF C12 4 I SECTION GRATING STEP f/4" NON-SHRINK GROUIT 4- • . 4 CP SECTION 6 C12 STRINGER 1 I CONN Ft316x4Y2x0 W/ (2) A325 BOLTS GRATING STEP, TYP C12 STRINGER (3) #4 CONT #4 @ 12" NOTE: SEE 2/S-1.0 FOR ADDITIONAL INFORMATION. r4 4. C12 REPLACE PAVING r (E) PAVING FOOTING PER PLAN (2) 3 /4"0 A307 AB W/ 12' EMBED 1 1/2" = l'-0" GRATING . - t STIFF Ft] Y4 C8 3" = -0" 10 MISS co N N S H 2x 0 2 R x3 T /16 T TO MI S EAT THE OTHER END L 2x2x NOTE: GRATING NOT SHOWN FOR CLARITY GRATING L 3x2/ DETAIL SECTION C10 STIFF It 4 " CONN R. WI (2) A325 @ 3" PITCH X STRUCTURAL NOTES FOR EXTERIOR STAIR AND LANDING • 7- C 10 — CAP It Y2x5x0 HSS POST BF LOW C10 5 4*0 x 4" EMBED , DICA, TYP cA-0. 7,j4e104 N. yU(ItU tio - 6 203 3" = - 0" /4x8x0'-10" 3" = 1 -0" --igb* 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: CHANNELS ASTM 572, Fy = 50 KSI ANGLES ASTM A36, Fy = 36 KSI TUBE ASTM A500 GRADE B PIPE ASTM A53, TYPE E OR S GRADE B, Fy = 35 KSI 2. THE GRATING SHALL BE McMASTER-CARR. SERRATED DIAMOND ANTISLIP PLANK GRATING OR APPROVED EQUAL THAT SUPPORTS MINIMUM 150 PSF LIVE LOADS 3. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI MINIMUM. 4. REINFORCING SHALL BE GRADE 60 5. DRILLED IN CONCRETE ANCHORES (DICA) SHALL BE HILTI KWIK-BOLT II CARBON STILL WEDGE ANCHORS (ICBO #4627): WEJ-IT ANCHOR BOLT (ICBO #1372); ITW RAMSET/RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS (ICBO #1372) OR APPROVED EQUAL . NON-SHRINK GROUT SHALL BE: MASTER FLOW 928 - CHEM REX INC, SIKAGROUT 212 HP - SEA CORPORATION. NONFERROUS NONSHRINK GROUT - BURKE COMPANY, OR APPROVED EQUAL. GROUT SHALL BE MIXED, APPLIED AND CURED PER MANUFACTURER'S INSTRUCTIONS. GENERAL NOTES NTS UNISYS Title: PERMIT SET - NOT FOR CONSTRUCTION Seattle Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue, Suite 760 Seattle, WA 98101-2231 206-343-3000 phone 206-343-3013 fax PERMIT SET PROGRESS SET COORDINATION SET Issue Description Dote PARES I Structural !wet: S 1 0 09.30.03 09 24.03 09 12.03 —■••. OCT 0 1 2003 Drown. KB Check: JKY Owner Approvd: Job No: 213235.00 Scotto: VARIES EXTERIOR STAIR AND LANDING ‘ N. . .44 -.':24a...k..,5 .sg.‘•:.2.44.4.4wet... 440 RE 5 11 r FAN POWERED TERMINAL UNIT I' OM ORD OD P PD PERF PRV PSD PSI _ R (R) RA RF RPM - SA SA SENS SF SM 5P_ ST_ TG TK TR TYP UH VON VAR VAV VD VFD W/ - WC _ WC WO 12X W MS (300 ) (x) OUTSIDE AIR INTAKE OPPOSED BLADE PAMPER OUTSIDE DIMENSION PUMP PRESSURE DROP PERFORATED _ PRESSURE REDUCING VALVE PLENUM SLOT DIFFUSER POUNDS PLR SQUARE INCH RISE EXISTING TO BE RELOCATED RETURN AIR RETURN FAN REVOLUTIONS PER MINUTE ROOF TOP UNIT SUPPLY AIR SENSIBLE SUPPLY FAN OR SQUARE FEET SHEET METAL STATIC PRESSURE SOUND TRAP(SOUND ATTENUATOR) TOP GRILLE TANK TOP REGISTER TYPICAL UNIT HEATER UNLESS OTHERWISE NOTED VARIABLE ABBREVIATIONS VARIABLE AIR VOLUME TERMINAL UNIT VOLUME DAMPER VARIABLE FREQUENCY DRIVE WITH WET BULB WATER GAUGE WALL OPENING (SIZE) WIRE MESH SCREEN 300 CUBIC FEET PER MINUTE OF AIR EXISTING TO BE REMOVED • p _ABV - ACC ACC AD AFF AHU AL - ARCH _ARCH -DD BG BHP _ VMS BR BTU CD CHEM CFF CFM CG CLG _CO CONC COMP _CONV CR CCCT CW D DB DF DIA - DX DX (E) _EA EAT EDB EF EFF EHC ELEV EWB EWT F •F FBO FC FCC FD _f LA FLR _ FPT _FPI FRE FSD FT G.C. GPM HC HF HP HR ID IN KW LAT LBS LD LRA LWT MAT MAX MBH MCC MEG - MIN MUA (N) NC NFA NIC N K NO N TS ABOVE ABBREVIATIONS AIR CONDITIONING UN11 AIR COOLED CONDENSER ACCESS DOOR ABOVE FINISHED FLOOR AIR HANDLING UNIT ACOUSTICAL LINING AUTOMATIC LOUVER DAMPER ARCHITECTURAL BOILER BACK DRAFT DAMPER BOTTOM GRILLE BRAKE HORSEPOWER BUILDING MANAGEMENT SYSTEM BOTTOM REGISTER BRITISH THERMAL UNIT CEILING DIFFUSER CHEMICAL CAP FOR FUTURE CUBIC FEET PER MINUTE_ CEILING GRILLE CEILING CLEAN OUT (DOOR) CONCRETE COMPRESSOR CONVECTOR CEILING REGISTER CLOSED CIRCUIT COOLING TOWER CONDENSER WATER DROP DRY BULB DUCT FURNACE DIAMETER DOWN DIRECT EXPANSION EXISTING TO REMAIN EXHAUST AIR ENTERING AIR TEMPERATURE ENTERING DRY BULB EXHAUST FAN EFFICIENCY ELECTRIC HEATING COIL ELEVATOR ENTERING WET BULB ENTERING WATER TEMPERATURE FILTER DEGREES FAHRENHEIT FURNISHED BY OTHERS FLEXIBLE CONNECTION FIRE CONTROL CENTER FIRE DAMPER FULL LOAD AMPERES FLOOR FAN POWER TERMINAL FINS PER INCH FIRE RATED ENCLOSURE COMBINATION FIRE AND SMOKE DAMPER FEET GENERAL CONTRACTOR GALLONS PER MINUTE HUMIDI FIER HEATING COIL HEATING FURNACE HORSE POWER HOUR INSIDE DIMENSION INCHES KILOWATT LEAVING AIR TEMPERATURE POUNDS LINEAR DIFFUSER (CEILING, WALL, SILL & FLOOR) LOCKED ROTOR AMPERES LEAVING WATER TEMPERATURE MIXED AIR TEMPERATURE MAXIMUM THOUSAND BTU PER HOUR MOTOR CONTROL CENTER MANUFACTURER MINIMUM MAKE UP AIR UNIT NEW NORMALLY CLOSED NET FREE AREA NOT IN CONTRACT NECK NORMALLY OPEN NOT TO SCALE 1 ACC A S ati `rJ O 2 4 CEILING DIFFUSER LEGEND 1 -WAY BLOW 2 -WAY BLOW CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION RETURN REGISTER OR GRILLE RETURN REGISTER OR GRILLE WITH FLEXIBLE DUCT CONNECTION S---- - -S _ EXISTING WORK S�.S!S EXISTING WORK TO BE REMOVED NEW WORK POINT OF CONNECTION TO f I -4 EXISTING WORK DIFFERENTIAL PRESSURE SENSOR PRESSURE SENSOR THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION HUMIDISTAT WITH HUMIDIFIER DESIGNATION O DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL TRADE, INSTALLED BY MECHANICAL TRADE. LOUVER DOOR (SQUARE FEET INDICATED) S SQUARE FEET EMERGENCY BREAK CLASS SWITCH FOR EQUIPMENT SHUT -DOWN FLOW SWITCH 3 -WAY BLOW 4-WAY BLOW ;K S _D4 S S Del S t S Dr S S - k 1 4 S S Q M3.1 HW 1 j M2.1 4) CT CT CD- 1,12X12 (550) _ 1 2 1 1 h ..� 1 _ _12aD r--4 1 the ;TRG 12112 .1W0 17112 1 1 . f K f in f y 4,7 f 1 1 / • � =D S } to CONDENSER WATER SUPPLY _CONDENSER WATER RETURN ARROW INDICATES DIRECTION OF FLOW DRAIN LINE VENT UNE PIPE ANCHOR PIPE GUIDE PIPE EXPANSION JOIN I EXPANSION LOOP (SIZE) CONCENTRIC REDUCER ECCENTRIC REDUCER UNION CAPPED PIPE WITH SHUT -OFF VALVE DIRT POCKET "Y" TYPE STRAINER `Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE ELBOW TURNED UP ELBOW TURNED DOWN BOTTOM PIPE CONNECTION TOP PIPE CONNECTION SLOPED CHANGED IN PIPE ELEVATION PITCH PIPE DOWN IN DIRECTION OF FLOW PUMP PIPING FLEXIBLE CONNECTION GATE VALVE GLOBE VALVE CHECK VALVE AUTOMATIC 2 -WAY CONTROL VALVE AUTOMATIC 3 -WAY CONTROL VALVE RELIEF VALVE PRESSURE REDUCING VALVE (PRV) LUBRICATED PLUG VALVE AUTOMATIC FLOW CONTROL VALVE MANUAL AIR VENT AUTOMATIC AIR VENT THERMOMETER WELL THERMOMETER PRESSURE GAUGE AND GAUGE COCK 1-- TTMPERATURE -PRESSURE BEST FITTING S RISER DESIGNATION SECTION DESIGNATION DETAIL DESIGNATION 3 -24 • TERMINAL UNIT THE NUMBER ON THE FLOOR DESIGNATION ' �--- FLOOR OR LEVEL EQUIPMEN 1 EQUIPMENT TYPE DESIGNATION - EQUIPMENT NUMBER TYPE AIR OUTLET INLET CD- 1.12X12 - NECK OR FACE DEVICE DESIGNATION (550) SIZE CFM SUPPLY REGISTER WITH AIR OUTLET DEVICE DESIGNATION RETURN OR EXHAUST REGISTER OR GRILLE WITH AIR INLET DEVICE DESIGNATION TRANSFER GRILLES ON BOTH SIDES OF PARTITION OR WALL (SIZE) WALL OPENING IN WALL ABOVE HUNG CEILING (SIZE) RECTANGULAR SUPPLY DUCT UP LEGEND RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR RETURN OR EXHAUST DUCT UP RECTANGULAR RETURN OR EXHAUST DUCT DOWN ROUND DUCT, UP ROUND DUCT, DOWN BEAM PENETRATION RISER SERVICE RISER NUMBER SECTION NUMBER DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER 14-0.0 14-0.1 M -0.2 14- M -1.1 M_4.0 M -4.1 DRAWING LIST MECHANICAL LEGEND AND ABBREVIATIONS MECHANICAL SCHEDULES MECHANICAL ENERGY CODE FORMS MECHANICAL FLOOR PUN AT GROUND MECHANICAL FLOOR PLAN N- I.? MECHANICAL ROOF PLAN 14-3.0 MECHANICAL CONTROL DIAGRAMS MECHANICAL DETAILS -• A MECHANICAL DETAILS - B 22001 WASHINGTON STATE ENERGY CODE LWSECI GENERA! _ NOTES PROVIDE THE FOLLOWING: 1. 100% AIR OR WATER ECONOMIZERS FOR AC -1 & 2 AND CRAC -1 THROUGH 8 AS PER SECTION 1413 OF THE 2001 WSEC. 2. CONTROLS TO PREVENT SIMULTANEOUS HEATING AND COOLING AS PER SECTION 1435 OF THE 2001 WSEC. REFER TO SPECIFICATION SECTIC" 15985 FOR DETAILS. 3. EQUIPMENT WITH MINIMUM PERFORMANCES AT THE SPECIFIED RATING CONDITIONS OF NOT LESS THAN THOSE SHOWN IN TABLES 14-1A THROUGH 14 -1G OF THE 2001 WSEC. 4. CONTROLS WITH 5'F MINIMUM DEADBAND PER SECTION 1412.2 OF ThE 2001 WSEC. SEE SPECIFICATION SECTION 15985 FOR DETAILS. 5. NIGHT SETBACK AND SEVEN DAY CLOCK FOR ALL CONTROL FUNCTIONS AS PE3 SECTION 1412.4 OF THE 2001 WSEC. SEE SPECIFICATION SECTION ' 5985 FOF DETAILS. 6. AUTOMATIC DAMPERS AND CON' ROLS AS PER SECTION 1412.4.1 OF THE 2C01 WSEC. SEE SPECIFICATION SECTIONS 15771, 15910 AND 15985 FOR DETAILS. 7. OPTIMUM START /STOP CONTROLS PER SECTION 1412.4.2 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15385 FOR DETAILS. id. CONTROLS TO MUI)LLATE 100% AIR ECONOMIZER BASED ON OUTSIDE AIR CONDITIONS AS PEN SECTION 1413.2 OF THE WSEC. SEE SPECIFICA i ION SECTION 15985 FOR DETAILS. 9. HVAC SYSTEM CONTROLS THAT ALLOW THE AIR AND WATER ECONOMIZERS TO OPERATE SIMULTANEOUSLY WITH MECHANICAL COOLING SYSTEMS PER SECTION 1413.3 OF THE WSE;,. 10. DUCT SEALING AS REQUIRED BY SECTION 1414.1 OF THE 2C01 WSEC. SEE SPECIFICATION SECTION 15800 FOR DETAILS. 11. DUCT AND PIPING INSULATION AS REQUIRED BY SECTIONS ' 414.2 AND 1415.1 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15250 FOR DETAILS. 12. RECORD DRAWINGS AND OPERATING MANUALS AS PER SECTIONS 1416.1 AND 1416.2 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15010 FOR DETAILS. 13. AIR AND WATER BALANCING AS PER SECTIONS 1416.3.2 AND 1416.3.3 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15990 FOR DETAILS. 14. SYSTEMS AND EQUIPMENT COMMISSIONING AS PER SECTION 1416.4 OF THE 2001 WSEC. SEE SPECIFICATION SECTIONS 15991, 15992 AND 15993 FOR DETAILS. 15. ELECTRIC MOTOR EFFICIENCIES AS PER SECTION 1437 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15170 FOR DETAILS. 16. AUTOMATIC SUPPLY AIR TEMPERATURE RESET AS PER SECTION 1432.1 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15985 FOR DETAILS. • PARATE PERMIT AND APPROVAL REQUIRED UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Mue O�sscr Lion fob No, 7023500 PERMIT SET - NOT FOR CONSTRUCTION PERMIT SET PROGRESS SET COORDINATION $[ Flack + Kurtz Inc. 1417 Fourth A VF Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 b A ) Ram A j O1ed1 AJVI ow er Apo Sole MS 09.30.03 09.24.03 0!9.12.03 Dote PtCrAf, (NITII :4- T1Jrv: 4 MECHANICAL LEGEND AND c ABBREVIATIONS r , ., .'. . 7Zit yrltli.,. t ie 9: 111 Otte • it •.t.Ellt '1r.::'' : ., "' '. 4 .. .._ ..+. .as.. • 1. SLOPING RASE IN DUCTWORK 4 L ° �1 SLOPING DROP IN DUCTWORK II - -P-• i S i.--211111---4 D DUCT SIZE (CLEAR INSIDE DIMENSION) i 1ta:12 F um ROUND DUCT DIAMETER SIZE M ---3 ue OVAL DUCT SIZE 1! e S ACOUSTIC UNING IN DUCT - ---- - -- ( FLEXIBLE CONNECTION :N DUCT 1MI •f F FLEXIBLE DUCT VOLUME DAMPER IN DUCT AUTOMATIC LOUVER DAMPER FUSIBLE LINK FIRE DAMPER WITH , DUCT ACCESS DOOR • •••• J SMOKE DAMPER WITH DUCT ACCESS DOOR COMBINATION FIRE AND SMOKE DAMPER S f S f -1 W BACK DRAFT DAMPER lt I B ACCESS DOOR ME DUCT A ELBOW WITH TURNING VANES I E DUCT SPLIT WITH SPLIT SIZE BRANCH TAKEOFF WITH VOLUME DAMPER RADIUS ELBOW G DUCT MOUNTED HEATING COIL, WTI; DUCT ACCESS DOOR UPSTREAM OF HE :TING COIL. SLOT DIFFUSER I' OM ORD OD P PD PERF PRV PSD PSI _ R (R) RA RF RPM - SA SA SENS SF SM 5P_ ST_ TG TK TR TYP UH VON VAR VAV VD VFD W/ - WC _ WC WO 12X W MS (300 ) (x) OUTSIDE AIR INTAKE OPPOSED BLADE PAMPER OUTSIDE DIMENSION PUMP PRESSURE DROP PERFORATED _ PRESSURE REDUCING VALVE PLENUM SLOT DIFFUSER POUNDS PLR SQUARE INCH RISE EXISTING TO BE RELOCATED RETURN AIR RETURN FAN REVOLUTIONS PER MINUTE ROOF TOP UNIT SUPPLY AIR SENSIBLE SUPPLY FAN OR SQUARE FEET SHEET METAL STATIC PRESSURE SOUND TRAP(SOUND ATTENUATOR) TOP GRILLE TANK TOP REGISTER TYPICAL UNIT HEATER UNLESS OTHERWISE NOTED VARIABLE ABBREVIATIONS VARIABLE AIR VOLUME TERMINAL UNIT VOLUME DAMPER VARIABLE FREQUENCY DRIVE WITH WET BULB WATER GAUGE WALL OPENING (SIZE) WIRE MESH SCREEN 300 CUBIC FEET PER MINUTE OF AIR EXISTING TO BE REMOVED • p _ABV - ACC ACC AD AFF AHU AL - ARCH _ARCH -DD BG BHP _ VMS BR BTU CD CHEM CFF CFM CG CLG _CO CONC COMP _CONV CR CCCT CW D DB DF DIA - DX DX (E) _EA EAT EDB EF EFF EHC ELEV EWB EWT F •F FBO FC FCC FD _f LA FLR _ FPT _FPI FRE FSD FT G.C. GPM HC HF HP HR ID IN KW LAT LBS LD LRA LWT MAT MAX MBH MCC MEG - MIN MUA (N) NC NFA NIC N K NO N TS ABOVE ABBREVIATIONS AIR CONDITIONING UN11 AIR COOLED CONDENSER ACCESS DOOR ABOVE FINISHED FLOOR AIR HANDLING UNIT ACOUSTICAL LINING AUTOMATIC LOUVER DAMPER ARCHITECTURAL BOILER BACK DRAFT DAMPER BOTTOM GRILLE BRAKE HORSEPOWER BUILDING MANAGEMENT SYSTEM BOTTOM REGISTER BRITISH THERMAL UNIT CEILING DIFFUSER CHEMICAL CAP FOR FUTURE CUBIC FEET PER MINUTE_ CEILING GRILLE CEILING CLEAN OUT (DOOR) CONCRETE COMPRESSOR CONVECTOR CEILING REGISTER CLOSED CIRCUIT COOLING TOWER CONDENSER WATER DROP DRY BULB DUCT FURNACE DIAMETER DOWN DIRECT EXPANSION EXISTING TO REMAIN EXHAUST AIR ENTERING AIR TEMPERATURE ENTERING DRY BULB EXHAUST FAN EFFICIENCY ELECTRIC HEATING COIL ELEVATOR ENTERING WET BULB ENTERING WATER TEMPERATURE FILTER DEGREES FAHRENHEIT FURNISHED BY OTHERS FLEXIBLE CONNECTION FIRE CONTROL CENTER FIRE DAMPER FULL LOAD AMPERES FLOOR FAN POWER TERMINAL FINS PER INCH FIRE RATED ENCLOSURE COMBINATION FIRE AND SMOKE DAMPER FEET GENERAL CONTRACTOR GALLONS PER MINUTE HUMIDI FIER HEATING COIL HEATING FURNACE HORSE POWER HOUR INSIDE DIMENSION INCHES KILOWATT LEAVING AIR TEMPERATURE POUNDS LINEAR DIFFUSER (CEILING, WALL, SILL & FLOOR) LOCKED ROTOR AMPERES LEAVING WATER TEMPERATURE MIXED AIR TEMPERATURE MAXIMUM THOUSAND BTU PER HOUR MOTOR CONTROL CENTER MANUFACTURER MINIMUM MAKE UP AIR UNIT NEW NORMALLY CLOSED NET FREE AREA NOT IN CONTRACT NECK NORMALLY OPEN NOT TO SCALE 1 ACC A S ati `rJ O 2 4 CEILING DIFFUSER LEGEND 1 -WAY BLOW 2 -WAY BLOW CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION RETURN REGISTER OR GRILLE RETURN REGISTER OR GRILLE WITH FLEXIBLE DUCT CONNECTION S---- - -S _ EXISTING WORK S�.S!S EXISTING WORK TO BE REMOVED NEW WORK POINT OF CONNECTION TO f I -4 EXISTING WORK DIFFERENTIAL PRESSURE SENSOR PRESSURE SENSOR THERMOSTAT WITH ZONE OR EQUIPMENT DESIGNATION HUMIDISTAT WITH HUMIDIFIER DESIGNATION O DUCT SMOKE DETECTOR SUPPLIED BY ELECTRICAL TRADE, INSTALLED BY MECHANICAL TRADE. LOUVER DOOR (SQUARE FEET INDICATED) S SQUARE FEET EMERGENCY BREAK CLASS SWITCH FOR EQUIPMENT SHUT -DOWN FLOW SWITCH 3 -WAY BLOW 4-WAY BLOW ;K S _D4 S S Del S t S Dr S S - k 1 4 S S Q M3.1 HW 1 j M2.1 4) CT CT CD- 1,12X12 (550) _ 1 2 1 1 h ..� 1 _ _12aD r--4 1 the ;TRG 12112 .1W0 17112 1 1 . f K f in f y 4,7 f 1 1 / • � =D S } to CONDENSER WATER SUPPLY _CONDENSER WATER RETURN ARROW INDICATES DIRECTION OF FLOW DRAIN LINE VENT UNE PIPE ANCHOR PIPE GUIDE PIPE EXPANSION JOIN I EXPANSION LOOP (SIZE) CONCENTRIC REDUCER ECCENTRIC REDUCER UNION CAPPED PIPE WITH SHUT -OFF VALVE DIRT POCKET "Y" TYPE STRAINER `Y" TYPE STRAINER WITH HOSE END BLOW OFF VALVE ELBOW TURNED UP ELBOW TURNED DOWN BOTTOM PIPE CONNECTION TOP PIPE CONNECTION SLOPED CHANGED IN PIPE ELEVATION PITCH PIPE DOWN IN DIRECTION OF FLOW PUMP PIPING FLEXIBLE CONNECTION GATE VALVE GLOBE VALVE CHECK VALVE AUTOMATIC 2 -WAY CONTROL VALVE AUTOMATIC 3 -WAY CONTROL VALVE RELIEF VALVE PRESSURE REDUCING VALVE (PRV) LUBRICATED PLUG VALVE AUTOMATIC FLOW CONTROL VALVE MANUAL AIR VENT AUTOMATIC AIR VENT THERMOMETER WELL THERMOMETER PRESSURE GAUGE AND GAUGE COCK 1-- TTMPERATURE -PRESSURE BEST FITTING S RISER DESIGNATION SECTION DESIGNATION DETAIL DESIGNATION 3 -24 • TERMINAL UNIT THE NUMBER ON THE FLOOR DESIGNATION ' �--- FLOOR OR LEVEL EQUIPMEN 1 EQUIPMENT TYPE DESIGNATION - EQUIPMENT NUMBER TYPE AIR OUTLET INLET CD- 1.12X12 - NECK OR FACE DEVICE DESIGNATION (550) SIZE CFM SUPPLY REGISTER WITH AIR OUTLET DEVICE DESIGNATION RETURN OR EXHAUST REGISTER OR GRILLE WITH AIR INLET DEVICE DESIGNATION TRANSFER GRILLES ON BOTH SIDES OF PARTITION OR WALL (SIZE) WALL OPENING IN WALL ABOVE HUNG CEILING (SIZE) RECTANGULAR SUPPLY DUCT UP LEGEND RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR RETURN OR EXHAUST DUCT UP RECTANGULAR RETURN OR EXHAUST DUCT DOWN ROUND DUCT, UP ROUND DUCT, DOWN BEAM PENETRATION RISER SERVICE RISER NUMBER SECTION NUMBER DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER 14-0.0 14-0.1 M -0.2 14- M -1.1 M_4.0 M -4.1 DRAWING LIST MECHANICAL LEGEND AND ABBREVIATIONS MECHANICAL SCHEDULES MECHANICAL ENERGY CODE FORMS MECHANICAL FLOOR PUN AT GROUND MECHANICAL FLOOR PLAN N- I.? MECHANICAL ROOF PLAN 14-3.0 MECHANICAL CONTROL DIAGRAMS MECHANICAL DETAILS -• A MECHANICAL DETAILS - B 22001 WASHINGTON STATE ENERGY CODE LWSECI GENERA! _ NOTES PROVIDE THE FOLLOWING: 1. 100% AIR OR WATER ECONOMIZERS FOR AC -1 & 2 AND CRAC -1 THROUGH 8 AS PER SECTION 1413 OF THE 2001 WSEC. 2. CONTROLS TO PREVENT SIMULTANEOUS HEATING AND COOLING AS PER SECTION 1435 OF THE 2001 WSEC. REFER TO SPECIFICATION SECTIC" 15985 FOR DETAILS. 3. EQUIPMENT WITH MINIMUM PERFORMANCES AT THE SPECIFIED RATING CONDITIONS OF NOT LESS THAN THOSE SHOWN IN TABLES 14-1A THROUGH 14 -1G OF THE 2001 WSEC. 4. CONTROLS WITH 5'F MINIMUM DEADBAND PER SECTION 1412.2 OF ThE 2001 WSEC. SEE SPECIFICATION SECTION 15985 FOR DETAILS. 5. NIGHT SETBACK AND SEVEN DAY CLOCK FOR ALL CONTROL FUNCTIONS AS PE3 SECTION 1412.4 OF THE 2001 WSEC. SEE SPECIFICATION SECTION ' 5985 FOF DETAILS. 6. AUTOMATIC DAMPERS AND CON' ROLS AS PER SECTION 1412.4.1 OF THE 2C01 WSEC. SEE SPECIFICATION SECTIONS 15771, 15910 AND 15985 FOR DETAILS. 7. OPTIMUM START /STOP CONTROLS PER SECTION 1412.4.2 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15385 FOR DETAILS. id. CONTROLS TO MUI)LLATE 100% AIR ECONOMIZER BASED ON OUTSIDE AIR CONDITIONS AS PEN SECTION 1413.2 OF THE WSEC. SEE SPECIFICA i ION SECTION 15985 FOR DETAILS. 9. HVAC SYSTEM CONTROLS THAT ALLOW THE AIR AND WATER ECONOMIZERS TO OPERATE SIMULTANEOUSLY WITH MECHANICAL COOLING SYSTEMS PER SECTION 1413.3 OF THE WSE;,. 10. DUCT SEALING AS REQUIRED BY SECTION 1414.1 OF THE 2C01 WSEC. SEE SPECIFICATION SECTION 15800 FOR DETAILS. 11. DUCT AND PIPING INSULATION AS REQUIRED BY SECTIONS ' 414.2 AND 1415.1 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15250 FOR DETAILS. 12. RECORD DRAWINGS AND OPERATING MANUALS AS PER SECTIONS 1416.1 AND 1416.2 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15010 FOR DETAILS. 13. AIR AND WATER BALANCING AS PER SECTIONS 1416.3.2 AND 1416.3.3 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15990 FOR DETAILS. 14. SYSTEMS AND EQUIPMENT COMMISSIONING AS PER SECTION 1416.4 OF THE 2001 WSEC. SEE SPECIFICATION SECTIONS 15991, 15992 AND 15993 FOR DETAILS. 15. ELECTRIC MOTOR EFFICIENCIES AS PER SECTION 1437 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15170 FOR DETAILS. 16. AUTOMATIC SUPPLY AIR TEMPERATURE RESET AS PER SECTION 1432.1 OF THE 2001 WSEC. SEE SPECIFICATION SECTION 15985 FOR DETAILS. • PARATE PERMIT AND APPROVAL REQUIRED UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Mue O�sscr Lion fob No, 7023500 PERMIT SET - NOT FOR CONSTRUCTION PERMIT SET PROGRESS SET COORDINATION $[ Flack + Kurtz Inc. 1417 Fourth A VF Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 b A ) Ram A j O1ed1 AJVI ow er Apo Sole MS 09.30.03 09.24.03 0!9.12.03 Dote PtCrAf, (NITII :4- T1Jrv: 4 MECHANICAL LEGEND AND c ABBREVIATIONS r , ., .'. . 7Zit yrltli.,. t ie 9: 111 Otte • it •.t.Ellt '1r.::'' : ., "' '. 4 .. .._ ..+. .as.. • 1. AIR INLETS AND OUTLETS SCHEDULE (SPEC SECTION 15940) DESIGNATION MANUF. MODEL NUMBER TYPE OF SERVICE ' FACE DIMENSIONS T REMARKS (NECK SIZE /CFM RANGE) SD -1 NAILOR 57501 SUPPLY 24 " -L, 2 -SLOT PAINT ALL EXPOSED OR VISIBLE SURFACES FLAT BLACK SD -2 NAIL OR 57501 SUPPLY 48 " -L, 2 -SLOT PAINT ALL EXPOSED OR VISIBLE SURFACES FLAT BLACK CD -1 NAILOR RNS SUPPLY 12 "x12" (4 "0 /0- 120CFM, 6 "0/121- 170CF14, 8 "x/171- 350CFM, ) CD -2 NAILOR RNS SUPPLY 24 "x24" SEE "SUPPLY 24x24 DIFFUSER" TABLE FOR NECK, SAME SHEET CR -1 NAILOR 4360 RETURN 24 "x24" TYPE L FOR LAY -IN CEILINGS AND TYPE S FOR GYP CEILINGS; SEE "RETURN 24x24 GRILLE" TABLE FOR NECK, SAME SHEET FD -1 TATE PERF 1250 , SUPPLY 24 "x24" r PROVIDE WITH OPTIONAL BALANCING DAMPER NOTE: . COORDINATE BORDER /TRIM TYPE WITH ARCH CLG TYPE FAN SCHEDULE (SPEC SECTION 15860) UNIT HEATER (GAS HEAT) DESIGNATION .. _. MANUF. MODEL NUMBER I TYPE SUPPLY FAN GAS FIRED HEATING SECTION ELECTRICAL DATA STARTER I DISCONNECT EMERG. POWER WEIGHT (LBS) REMARKS CFM ,-- RPM MOTOR HP INPUT MBH ---,,,w-- OUTPUT MBH --- EAT (•F) . LAT ( 'F ) VENT DIA. INCHES VOLTAGE/ PHASE UNIT FLA DIV. 15 DIV. 16 DIV. 15 DIV. 16 UH -1 REZNOR FE -25 150 380 1550 1/50 25 20 44 93 100 4 j 120 1 1.9 200 X - X NO 90 SEE NOTES BELOW UH -2 REZNOR FE -50 840 1200 650 1550 1/35 50 40 44 4 1 120 1 2.2 20.11 12,72 X X NO 90 SEE NOTES BELOW UH-3 do 4 REZNOR FE -75 0 980 1550 1/15 75 60 44 100 4 120 2.8 480 X 145 X NO 100 SEE NOTES BELOW PROVIDE: I. THERMOSTAT AND RELAY KIT 2. UNIT MOUNTED THERMOSTAT BRACKET 84.2 76.6 1/2 FAN SCHEDULE (SPEC SECTION 15860) DESIGNATION I LOCATION/ SERVICE MANUF. MODEL NUMBER TYPE C FM STATIC PRESSURE (IN WG) WHEEL SIZE (IN) RPM BHP MOTOR REMARKS HP (WATTS) VOLTAGE/ PHASE EE-1 ROOF/ TOILET EXHAUST GREENHECK/ GB131 CENTRIFUGAL ROOF 1500 .250 - 1200 .20 r 1/4 - 120 ,.� CONSTANT FLOW 1 TF -1 PLENUM,' DOCK TRANSFER TELECOM OM RM GREENHECK/ CSP -218 CABINET 150 .250 - 1400 - �` (113) 120 / 1 CONSTANT FLOW F -2 CSPE 224CK/ CABINET . 200 - .250 - 1000 - (83) _ 2 0_ 1 .- CONSTANT FLOW EXPANSION TANK SCHEDULE (SPEC SECTION 15515) DESIGNATION PUMP SCHEDULE (SPEC SECTION 15160) DESIGNATION LOCATION LSERVICE MANUF. MODEL NUMBER I TYPE GPM HEAD (FT 1110) MINIMUM EFFICIENCY (PERCENT) CASING PRESSURE (PSIG) MOTOR STARTER DISCONNECT ---- DIV. 16 EMERG. POWER ' REMARKS RpM BRAKE HP NON- OVERLOADING VOLTAGE/ PHASE DIV. 15 DIV. 16 - ---- DIV. 15 CWP -1 &2 GRADE ONO WATER 151 1510 -3BC END- SUCTION 250 75 66 150 1750 7.4 10 8O 3 V FD 4.5 2 X YES VARIABLE FLOW EXPANSION TANK SCHEDULE (SPEC SECTION 15515) DESIGNATION MANUF. MODEL NUMBER SERVICE TANK VOLUME (GALLONS) ACCEPTANCE VOLUME (GALLONS) PRESS. RATING (PSIG) REMARKS ET-1 TACO CBX215 fCONDFNS0P WATER ; .57 31 125 - X • DESIGNATION AC -1 AC -2 MANUF. MODEL NUMBER • TOTAL AIRFLOW CFM • MINIMUM OUTSIDE AIR CFM _ 1 _ RM- 016- 3-- 0 --AB02 -349 5600 T 1160 RM- 025- 3- 0 -A802 -349 9100. 1660 V 5600 9100 N C- x W SUPPLY FAN 1300 1500 DESIGNATION CFAC -1 TO 3 CRAC -4 TO 6 CRAC -7 & 8 CFM RAN;.E 0 -300 301 -450 451 -650 651 -900 901 -1200 1201 -1300 4.2 0 m 8.9 7.5 5000 .5 1720 .5 i 1750 10 8200 1 MANUF. MODEL NUMBER DEIIOGUAGOO VE110GUAGOI 1114036K- X001:10 CD -2 ( 24x24) SUPPLY DIFFUSER 6 "• 8 "f 10 "• 12 "! 14 " 15 "• SUPPLY FAN EXT. CFM S.P. IN WG 4650 4650 1250 INLET NECK SIZE (IN) RETURN FAN 0.25 0.25 a CO 72 72 72 CFM RANGE (TOTAL BOX) 0 -250 251 -400 401 -500 501-775 776 -1000 1001 -1200 1201 -1600 1601 -2300 DESIGNATION CCCT -1 A 2 PROViDE: 1. 5 HP PONY MOTOR 2. 5 kW PAN HEATER 3. ELECTRONIC WATER LEVEL CONTROL 4. BALTIBOND OR EQUAL CORROSION PROTECTION 5. EXTENDED LUBE LINES 6. LAKOS UNIT AND SWEEPER SYSTEM (SEE SPEC SECTION 15786) 7. ZONTROL PANEL FOR SINGLE POINT POWER AND CONTROL 8. 54'F EWT /47'F LWT AT OUTSIDE CONDITIONS OF 401 WB • CO 202.4 205 77 j 63 202.3 205 77 63 60 60 60 • 53 53 45 L CO MANUF. MODEL NUMBER SAC VFL -048 32M CR -1 (24x24) RETURN /EXHAUST GRILLE CAPACITY (TONS) AMBIENT WET BULB ('F) 60 ! 66 EWT ( 'F ) 83 LWT ('F) GPM 76 250 PD (FT H 34 ROOFTOP PACKAGED AIR CONDITIONING UNIT (DX AIR COOLED /GAS HEAT W /RETURN FAN) (SPEC SECTION 15771) EAT I LAT CO 55 55 DX COOLING COIL EAT j LAT CAPACITY MBH DB(7T1 WB('F) DB('F) ' WB('F) SENSIBLE 50 50 44 Zi LA- cis INLET NECK SIZE (IN)/ DUCT CONNECTION SIZE 6 "0, 6 "4 8 "11. 8 "0 54 54 10"0, 12 12 "0 14 "0, 14 "0 16 "0, 16 "0 18x18, 20 "0 22x22, 24 ". DX COOLING COIL CAPACITY J I- � O 191 321 96 96 36 W m N z w m 2 N 162 266 P.D. AIR IN. WG OB('F) 72 72 72 0.4 0.9 EAT TOTAL AREA (SF) WB('F) 60 60 60 19.5 19.5 ROWS/ FINS PER FT. m Z 6 12 63 6 12 94 DB('F) 52 52 52 I.AT WB('F) • 50 50 50 GAS FIRED HEATING SECTION ! COMPRESSOR 1 SECTION WATER ECONOMIZER COIL I -- O- _ p m M O 50 75 CAPACITY MBH SENSIBLE 96 96 27 • • H • 30 30 GPM 55 55 32 2 32 2 12 1 PRESS. RATING PSIG 150 NO. m m z 2 CLOSED CIRCUIT COOLING TOWER SCHEDULE (SPEC SECTION 15708) 2 15 CFM 4 z . 0 31,360 8 COMPRESSOR SECTION CAPACITY TONS 4 4 3 FAN HP RPM 20 AIR COOLED CONDENSER 2 PROP "l 2 PROP GPM �, 32 32 12 • 76 76 76 1800 .75 LWT ('F) 84 SPRAY PUMP GPM HP RPM 192 1.5 z W 4- 86 .75 86 WATER COOLED CONDENSER FOULING ,FACTOR .00025 84 .00025 86 .00025 A A a_ ofH PRESS. DROP FT. Hz 15 15 37 3600 � 480 - 3 AIR !FILTER O ILO La. la- 500 .3 .6 500 .3 .6 SPEC. TYPE VOLTAGE/ PHASE ELECTRICAL DATA z J • z POWER CONSUMPTION DIV. DIV. 15 16 20 HP, 1.5 HP, 5kW i 30 30 ELECTRICAL DATA VOLTAGE/ PHASE 460 _ 460 COMPUTER ROOM AIR CONDITIONING UNIT (DX -WATER COOLED) (SPEC SECTION 15731 & 15734) ELECTRI 'LAL DATA ASHRAE VO1 TAUT UNIT 52.1 -1992 PHASE FLA EFT. X 20 46 3 23.6 20 460 - 3� 36.5 20 1 f 16.6 l STARTER UNIT FLA 52 74 15 STARTER DIV. X x x STARTER DIV. 15 PROVIDE: 1. LEAK DETECTION (CRAG -1 TO 3 ONLY) 2. SMOKE DETECTOR (CRAC -1 TO 6 ONLY) 3. 12" HIGH SEISMIC FLOOR STAND WITH TURNING VANE (CRAG -1 TO 3 ONLY) 4. CONDENSATE PUMP 5. INFRARED HUMIDIFIER FOR 40 TO 60X RH AT ALL TIMES (CRAC- 4 TO 6 ONLY) 6. 2 -WAY DISCHARGE PLENUM (CRAC -4 TO 6 ONLY) 7. ADVANCED MICROPROCESSOR W /GRAPHICS 8. DISCONNECT SWITCH 9. AUTO CHANGE OVER CONTROL (CRAG -1 TO 6 ONLY) 10. PROVIDE 3 -WAY CW VALVE CONNECTION FOR CRAC -1, 2, 4, AND 6 DIV. 16 DISCONNE DIV. DIV. 15 16 DIV. 16 DIV. 15 DISCONNECT DIV. DIV. 15 16 • X EM ERG. POWER YES DISCONNECT D IV. 16 Do -3 EMERG. POWER AC -1&2 ONLY AC -5&6 X ONLY X YES WEIGHT (LOS` 10,000 EMERG POWER X NO j 3000 X NO L2 ._._. WEIGHT (LBS) 1900 1900 500 WEIGHT (LBS) • REMARKS SEE NOTES BELOW REMARKS VARIABLE FLOW VARIABLE FLOW REMARKS SEE NOTES BELOW SEE NOTES BELOW SEE NOTES BELOW E PARATE :'E RMIT AND • 1 PPROVAI kLQUIRED UNI SYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 cycan AJ 0) NQ 21323500 PERMIT SET - NOT FOR CONSTRUCTION PERM'" SET PROGRESS SET COORDINATION SET Moque Dbcrir' MECHANICAL SCHEDULES CII1BC AJ, Owow Apo 4 Flack + Kurtz Inc. 1417 Fourth AVE Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 `,WSP . WV v.._.., _ Sode NTS 09.30.03 09.24.03 09.12.03 Dote RECEIVED MT V T t 10 NII_A ,.M -0.1 • . d 44lr. J, FAN POWERED TERMINAL WITH ELECTRIC COIL SCHEDULE (SPEC SECTION 15930) DESIGNATION TYPE i MANUF. MODEL NUMBER T SIZE i INLET ' DUCT SIZE (INCHES) FAN I PRIMARY CFM 1 INDUCTION CFM ESP (IN WG) ELECTRIC COIL FAN HP T FLA lA I VOLTAGE/ PHASE REMARKS CAPACITY (KW) CONTROL STEPS EAT ('F) LAT ('F) MAXIMUM MINIMUM MAXIMUM MINIMUM FPT -1 SERIES NAILOR 35SEST 3 8 650 -650 455 0 0.25 0.25 4.5 2 65.5 87.2 t 1 /2 19.75 270 FPT -2 FPT -3 SERIES NAILOR 35SEST I 3 8 840 1200 840 1200 252 590 0 4.6 2 X65.5 82.6 81.4 1 /2 3/4 20.11 12,72 27� = SERIES NAIL ;R 35SEST 5 10 .0 840 0 0.25 6.0 2 65.5 480 - 3 FPT -4 SERIES NAILOR 35SEST 3 6 480 480 145 335 0 0.25 2.8 1 65.5 84.2 76.6 1/2 13.61 270_ 1 FPT-5 SERIES NAILOR 35SEST 5 10 1040 1040 0 730 0 0.25 3.7 1 65.5 3/4 16.86 270 _� 1 FPT -6 SERIES NAILOR 35SEST ' 3 8 520 520 365 220 0 0.25 3.2 1 65.5 85.2 1/2 15.05 270 - 1 FPT -7 SERIES NAILOR 35SEST 3 6 310 310 90 0 0.25 1.4 1 65.5 79.4 1/2 8.55 270 FPT -8 SERIES NAILOR 35SEST 3 8 . I 670 200 470 785 0 0.25 2.5 1 65.5 77.5 1/2 12.53 270 FPT -9 SERIES NAILOR 35SEST .5 10 s 1120 0 0.25 5.0 2 65.5 79.6 3/4 11.51 480_, 3 FPT -10 SERIES NAILOR 35SEST NAIL OR 35SEST 5 10 1380 415 965 0 0.25 6.2 2 65.5 79.7 3/4 12.96 Q � 1 3 I FPT -11 SERIES 7 14 2880 2880 865 2015 0 0.25 9.1 3 65.5 75.5 203/4 21.85 480 3 FPT -12 SERIES NAILOR 35SEST 7 14 2160 2160 650 1510 0 0.25 11.8 3 65.5 _ 82.8 _ _ 203/4 - 2 1/2 25.09 _- 18.30 480 .! 3 FPT -13 SERIES NAILOR 35SEST 3 8 900 900 270 135 630 0 - -- - - -- - 0.25 4.1 2 65.5 79.9 ,/ � 1 FPT -14 SERIES NAILOR 35SEST 3 6 S 450 315 170 0 0.25 1.9 1 65.5 78 8 1/2 10.36 2 - ' 270 , -- - -- 7 1 FPT -15 SERIES NAILOR D35SEST 1 6 240 240 70 0 0.25 0.25 1.4 1 65.5 $3.9 1/3 5.77 FPT -16 SERIE ; NAILOR 35SEST 5 12 1500 1500 450 1050 0 9.6 3 65.5 85.7 3/4 17.05 480 3 FPT -17 SERIES NAILOR 35SEST 3 6 340 340 100 240 0 0.25 1.8 1 65.5 82.2 1/2 10.00 2 7 0 1 • DESIGNATION AC -1 AC -2 MANUF. MODEL NUMBER • TOTAL AIRFLOW CFM • MINIMUM OUTSIDE AIR CFM _ 1 _ RM- 016- 3-- 0 --AB02 -349 5600 T 1160 RM- 025- 3- 0 -A802 -349 9100. 1660 V 5600 9100 N C- x W SUPPLY FAN 1300 1500 DESIGNATION CFAC -1 TO 3 CRAC -4 TO 6 CRAC -7 & 8 CFM RAN;.E 0 -300 301 -450 451 -650 651 -900 901 -1200 1201 -1300 4.2 0 m 8.9 7.5 5000 .5 1720 .5 i 1750 10 8200 1 MANUF. MODEL NUMBER DEIIOGUAGOO VE110GUAGOI 1114036K- X001:10 CD -2 ( 24x24) SUPPLY DIFFUSER 6 "• 8 "f 10 "• 12 "! 14 " 15 "• SUPPLY FAN EXT. CFM S.P. IN WG 4650 4650 1250 INLET NECK SIZE (IN) RETURN FAN 0.25 0.25 a CO 72 72 72 CFM RANGE (TOTAL BOX) 0 -250 251 -400 401 -500 501-775 776 -1000 1001 -1200 1201 -1600 1601 -2300 DESIGNATION CCCT -1 A 2 PROViDE: 1. 5 HP PONY MOTOR 2. 5 kW PAN HEATER 3. ELECTRONIC WATER LEVEL CONTROL 4. BALTIBOND OR EQUAL CORROSION PROTECTION 5. EXTENDED LUBE LINES 6. LAKOS UNIT AND SWEEPER SYSTEM (SEE SPEC SECTION 15786) 7. ZONTROL PANEL FOR SINGLE POINT POWER AND CONTROL 8. 54'F EWT /47'F LWT AT OUTSIDE CONDITIONS OF 401 WB • CO 202.4 205 77 j 63 202.3 205 77 63 60 60 60 • 53 53 45 L CO MANUF. MODEL NUMBER SAC VFL -048 32M CR -1 (24x24) RETURN /EXHAUST GRILLE CAPACITY (TONS) AMBIENT WET BULB ('F) 60 ! 66 EWT ( 'F ) 83 LWT ('F) GPM 76 250 PD (FT H 34 ROOFTOP PACKAGED AIR CONDITIONING UNIT (DX AIR COOLED /GAS HEAT W /RETURN FAN) (SPEC SECTION 15771) EAT I LAT CO 55 55 DX COOLING COIL EAT j LAT CAPACITY MBH DB(7T1 WB('F) DB('F) ' WB('F) SENSIBLE 50 50 44 Zi LA- cis INLET NECK SIZE (IN)/ DUCT CONNECTION SIZE 6 "0, 6 "4 8 "11. 8 "0 54 54 10"0, 12 12 "0 14 "0, 14 "0 16 "0, 16 "0 18x18, 20 "0 22x22, 24 ". DX COOLING COIL CAPACITY J I- � O 191 321 96 96 36 W m N z w m 2 N 162 266 P.D. AIR IN. WG OB('F) 72 72 72 0.4 0.9 EAT TOTAL AREA (SF) WB('F) 60 60 60 19.5 19.5 ROWS/ FINS PER FT. m Z 6 12 63 6 12 94 DB('F) 52 52 52 I.AT WB('F) • 50 50 50 GAS FIRED HEATING SECTION ! COMPRESSOR 1 SECTION WATER ECONOMIZER COIL I -- O- _ p m M O 50 75 CAPACITY MBH SENSIBLE 96 96 27 • • H • 30 30 GPM 55 55 32 2 32 2 12 1 PRESS. RATING PSIG 150 NO. m m z 2 CLOSED CIRCUIT COOLING TOWER SCHEDULE (SPEC SECTION 15708) 2 15 CFM 4 z . 0 31,360 8 COMPRESSOR SECTION CAPACITY TONS 4 4 3 FAN HP RPM 20 AIR COOLED CONDENSER 2 PROP "l 2 PROP GPM �, 32 32 12 • 76 76 76 1800 .75 LWT ('F) 84 SPRAY PUMP GPM HP RPM 192 1.5 z W 4- 86 .75 86 WATER COOLED CONDENSER FOULING ,FACTOR .00025 84 .00025 86 .00025 A A a_ ofH PRESS. DROP FT. Hz 15 15 37 3600 � 480 - 3 AIR !FILTER O ILO La. la- 500 .3 .6 500 .3 .6 SPEC. TYPE VOLTAGE/ PHASE ELECTRICAL DATA z J • z POWER CONSUMPTION DIV. DIV. 15 16 20 HP, 1.5 HP, 5kW i 30 30 ELECTRICAL DATA VOLTAGE/ PHASE 460 _ 460 COMPUTER ROOM AIR CONDITIONING UNIT (DX -WATER COOLED) (SPEC SECTION 15731 & 15734) ELECTRI 'LAL DATA ASHRAE VO1 TAUT UNIT 52.1 -1992 PHASE FLA EFT. X 20 46 3 23.6 20 460 - 3� 36.5 20 1 f 16.6 l STARTER UNIT FLA 52 74 15 STARTER DIV. X x x STARTER DIV. 15 PROVIDE: 1. LEAK DETECTION (CRAG -1 TO 3 ONLY) 2. SMOKE DETECTOR (CRAC -1 TO 6 ONLY) 3. 12" HIGH SEISMIC FLOOR STAND WITH TURNING VANE (CRAG -1 TO 3 ONLY) 4. CONDENSATE PUMP 5. INFRARED HUMIDIFIER FOR 40 TO 60X RH AT ALL TIMES (CRAC- 4 TO 6 ONLY) 6. 2 -WAY DISCHARGE PLENUM (CRAC -4 TO 6 ONLY) 7. ADVANCED MICROPROCESSOR W /GRAPHICS 8. DISCONNECT SWITCH 9. AUTO CHANGE OVER CONTROL (CRAG -1 TO 6 ONLY) 10. PROVIDE 3 -WAY CW VALVE CONNECTION FOR CRAC -1, 2, 4, AND 6 DIV. 16 DISCONNE DIV. DIV. 15 16 DIV. 16 DIV. 15 DISCONNECT DIV. DIV. 15 16 • X EM ERG. POWER YES DISCONNECT D IV. 16 Do -3 EMERG. POWER AC -1&2 ONLY AC -5&6 X ONLY X YES WEIGHT (LOS` 10,000 EMERG POWER X NO j 3000 X NO L2 ._._. WEIGHT (LBS) 1900 1900 500 WEIGHT (LBS) • REMARKS SEE NOTES BELOW REMARKS VARIABLE FLOW VARIABLE FLOW REMARKS SEE NOTES BELOW SEE NOTES BELOW SEE NOTES BELOW E PARATE :'E RMIT AND • 1 PPROVAI kLQUIRED UNI SYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 cycan AJ 0) NQ 21323500 PERMIT SET - NOT FOR CONSTRUCTION PERM'" SET PROGRESS SET COORDINATION SET Moque Dbcrir' MECHANICAL SCHEDULES CII1BC AJ, Owow Apo 4 Flack + Kurtz Inc. 1417 Fourth AVE Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 `,WSP . WV v.._.., _ Sode NTS 09.30.03 09.24.03 09.12.03 Dote RECEIVED MT V T t 10 NII_A ,.M -0.1 • . d 44lr. J, Protect Aiidrees mists - wain la J D i 0/29/2003 1 he following internist or, Is necessary to dock 1 trwotansal permit applicwbon lot 0011mpleami with the mscharsue requirements in We Washington Stab Nonresidential &rterg r Cods r pdicabile y i e yes no. n a ) Code Sect on I Canponsnt I - ocation Information ROW on Putts BUNang DDwarfism! Notes HVAC REQUIREMENTS (Sections 1401 -1424) r-- 14t i .- Luuipi IJantormance M.4. 141• 4 Pkg elec. htg & cog _ist hest pumps on schedule ALL MOTOR trrIciz*Clrs syscrr tta MUT OR IndrCak,' separate system or show $O 3tlr)/t devices On Eons yes 141" 1 Minimum efficiency = giiipinsel schedule with type capacity. effcleltcy 11-0 .0 M-0. 0 9100 1412 HVAC (Limit) s yens 14121 , r Its rat,.V Zones niecate 1'x at ens on (Errs M - 1 1 1434 ,Separ to air sys !is 1412 2 Deadband control ndicats 5 degree deadband minimum ii: o .0 I ir (kale that simukarteous heating and 000kng Is proh.bited, unless use d ex is Pus ified Ye+ 1 412 3 Humidity contra 1 4101I be hu nicosta: - M - 1 .1 12.60 YM 1412 4 A.utorrtatic Iatbacrk -, fell thwrmoslat with night sethsck and 7 cliff day types H - -0 96000 Y.a 1 412 4 1 Dampers nai; are damper location and automatic controls M -0.0 CMAC -4-4 yens 1412 4 ;' u it hrnunn Sian n tr:ate oplir 't m start controls 14- -O.0 1439 2 : Eur'ie Hoods u d 1412 5 r'eat pur'tp O011boi ' , kca'o microprocessor on thermostat schedule vi[110G 60000 n a • 1412 6 . t mbustior h4 ndicate modulating or staged control _ raec -s ys. 1412 7 Balancing nttiCate balancing features on plans M- : 1 13 10 n a 1422 _ r •nostat ante• ock e *coo. the • •n ps:at nterlo:;k ;n plans ace 6x -xooeo 36000 1250Eo4no yP 1423 Economasrs :uipment schedule M -O.0 LIEBERT 1MC36K -ZOOHO 1413 Air economizers Y es 1413 1 Oparab0n indicate '00% capaolhty on schedule M - 0 0 .:Posed Moto•s yes 1 41 ' . itrr. •i it: al. Dnirols able tc • . aluatt ,li.tside as 14 E'ficency (%1 Yea 1413 3 In grated operation n.iicaae capablity for partial cooking M - 0.0 75 75 .5 82 5 1414 C'.tt•!r yes 1414 1 Dt ct sealing n'.iicate sealing necessary; M - 0.0 85 5 m Yes 1414 2 Duct InSUlatlon n.licatle R value of Insulation on duct M - 0.0 8e0 ye; 14'5 1 i'iping insulatior ndrea:e R -vakie of insulanan on piping M -0.0 86 5 85 5 14 ; nmpletirm Ricoilereert•, 3 Motors hat are an integral Dart (i e not 5 0 Y ea 14'g 'a. r`r,,■tri•. , . `.1. n...,,,. ,, .1,' -r •r•quircrii nt r:'. ra_: :;-d drawing_, and rpm ration Once m-0.0 9' 5 yes 1416 3 2 Orr 3alarcirp ndica:e air system balance - equirements M -0 0 88 5 89 5 Y 1416 3 3 Hvdronic Balarcing • hyd'onic system t•a an: requirements M -0.0 '5 roe '416 Z ,: ommrssioning n icate requirements for ccnimrssior ng and prel m Report M -0. 0 902 yea r 1424 'overate ale sys ndica :e separate systems cr plans M -1 . I 90 2 91 0 90 2 £ k-.. ..,, ' °rot • tr;<1 •41'a, hi-r1 'rcat. f1t schet)uer with lyber, nput)output. efficiore y c`m, hp economizer 91 0 91 7 SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 91 0 1 44J 'yervi:.e: dieter nt. n a •: 1 , , c termer hPat'-r n'titere R -1O i''Su alto) t,rder :oak 91 0 92 4 n . u 1442 Shat -off controls ndicate atltoriat c shut -of' 91 7 been approved (i e if the only LJ L listing for :tie 40 1443 Pipe ''sulatior ndicate R -value of insulatt n on piping u a ' 4 r _ : • 14"4 Ppr i (,tcr : ,•ntr• IS '' u ,,: , n.dica sutt - and 6 degree cc ndica:c -• apor re:ardant :ever equipment Is with a Iessefficiert motor and 50 . a . I n '- -' -_, - 14`4 _ r''eols 90* o glees nelicate R -12 poo cover 93 0 there ts ro energy - efficient motor option) Prat) info • . A• • Tess az1YS - Tukw,:• Dose 0/29/2003 • spkt 9i lime tart wrganal may For Suiting nng Dept Use 0 baoo din? sekwita, M 91110 Aaplrcant Name Aare + sleets Iris. A *kart Address' 11411 rouses ay.. suiee too, salmis, tat 911101 A :Jplicant Phone $04.342.9100 - --�• S stem lAstriptial See Se, 1421 for fill titascttpbon of Super System 413115catlors. it Heasncycoolir a Coding Cray J +vOrtf' r "t %all E Pir coded) L=.J Packaged sys-qIc54.000 OI i a 19C0 drrP • spkt 9i in Econornaer tndLdCP e ' If I- etattrg C)t11y 0 baoo din? j <70%cutsde alb ■ Electric Motors MECH -MOT , .L'�•.,nr I •rn ` N - nre -Or-W..0 F het gy I. , •• rriran - r r'II ir - . ■ I ere PrgeotAolrees us TSYS - lawsle c*e 0/29/2003 Compllrle the following tot al demon A i B squirrel -cop T -theme eduction permanent* *red 9ultcapp Devilment vet po_VOhaw motors from I hp to 200 hp hevinr2 synchronous spec* d 3000, 1000 or 1200 rpm (union ale of the exospttons below awaits) Maly No or : oopllor HP _. Type - ` 6yr>!ch d or Use weed Min Nom Fog ad Eff oienc."x__ ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY -� R a 1431 1 Field astem eye ABA 1PICTYICATT0N $ICTretl 151319 pci ORTAILa. • 191000 __� ALL MOTOR trrIciz*Clrs syscrr tta MUT OR IndrCak,' separate system or show $O 3tlr)/t devices On Eons NCO?' yea 1 FXCIED THOU REQUIR .L BY ArCrION 1437 Ir automatic reset M-0. 0 9100 a . a . 432 2 2 Hydr system reset �Ir tlicate 1433 EcOrt0lrtael8 - Irrilcate automat: met economizer on equi schedule or provide :;a to pllltify eltempbon - M- 0 • o - lreri d . 1434 ,Separ to air sys .....nom If (locate seams* syMerns o n pterts - -- -----/ 12.60 ye 1435 Slnttll Mg & cog I ir (kale that simukarteous heating and 000kng Is proh.bited, unless use d ex is Pus ified N o. 0 DL►3.10G n a . 143t; lival, moos y li (locate treat recovery or pans _ :ompiete ara attach heat recovery Itiouletions 12.60 y es �� 1437 Elm motor Sff iL . _ MECH-M01 or .. e Schedule with hp, . , dialer N lei . o 96000 y en 1438 Venable fkrn s Irticate variable flow on fan and pump schedules M - n. 1 3cprout ROOM CMAC -4-4 143Ei 1 Kitchi?n Hoods I I Hecate uncoated and unheated make up air . 2700 Econo 1439 2 : Eur'ie Hoods l a t e VAV untleated/urcodied or heat rec makeup n Dtltrr RC CAN CRAC-S LT re MIT vi[110G 60000 2700 Econo 13 10 _ raec -s T.Trn>SRT VP: IIOC t 2700 Econo 13 10 1 SrAro¢nT 'cm CD Ac -7 Limit= ace 6x -xooeo 36000 1250Eo4no ;.2 50 ors ROOK CRAG I LIEBERT 1MC36K -ZOOHO 190 001 850 Ecorse S 12.50 , Minimum Nominal Full -Load Efficiency Open Motors .:Posed Moto•s EJCCepbons 1 Motors in systems designed to use more than one speed of a multi spee.1 motor 2. Motors already included ir the efficiency requirements fcr i IVAC equipment (Tables 14 -1 Synchronous speed ;RPM) 3,630 1 800 j 1,200 3,600 1 1,800 + 1,200 H' E'ficency (%1 E'iiciercy (16i 1 0 - of 5 80 0 75 75 .5 82 5 PO 0 1 5 92 5 84 0 84 0 5 84 0 85 5 m 7 0 840 940 85 5 840 8e0 865 142) ' 3 0 84 0 96 5 86 5 85 5 87 5 87 5 3 Motors hat are an integral Dart (i e not 5 0 85 �, 37 5 87 5 8 5 87 5 9' 5 easity removed and replaced of specialized 7 5 87 5 88 5 • 39 5 88 5 90 2 88 5 89 5 59 5 8Q 5 89 5 89 5 process equipment ;i a equipmmem which requires a special motor ,u Ch as ale expicsirin- 10 88 5 '5 895 910 902 90 910 902 prOofmotor; 20 90 2 91 0 91 0 90 2 91 0 90 2 4 Motors integral to a hs'ed pied of 25 91 0 91 7 91 7 91 0 92 4 91 7 equipment for which no qualifying motor has 30 91 0 92 4 92 4 91 0 92 4 91 7 been approved (i e if the only LJ L listing for :tie 40 91 7 93 0 93.0 91 7 93 0 93 0 equipment Is with a Iessefficiert motor and 50 92 4 93.0 93 0 92 4 93 0 93 0 there ts ro energy - efficient motor option) 60 930 93. 936 930 936 936 75 93 0 94 1 93 6 93 0 9e 1 93 6 For motors claiming an exception list motor 400 93 0 54 1 94 1 93 6 94 5 94 1 end note which exception applies '25 93 b 945 941 94;• et 941 '50 93 6 95 0 94 5 94 5 95 0 95 fJ 200 94 5 35 0 94 5 j, e 95 0 95 0 Prged Adding 1 y ms1. - math 1 la Date 9/29/2003 T ha foaming addtbonel information s necessary to check a mechanical permit appliodlon for a complex mechanics, system for oompliertoe wth the mechanical requirements new WashirtptrJn State NonASldl nhal Frngy Chin Use the checklist as a reference kr nciea adders to the mechanical drawings (taw the MFf)1- CHK chaddlst for added el system requirements) This inforniahnn must he no the pans since this Is the official fecal d the permit Having this inforrTlation In separate Epecitcattons alone Is NOT an acceptable alternative For QJlang Department Use Apolicah(lity I C)txle + (yes no n a ) Section 'Component 1lrfrimatKn Required ; 42110 on Plans I r ting Department Ndt's ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY -� R a 1431 1 Field astem eye Provide calp Lions RK -016 - 3 n -ABC.• 191000 n ' a 1432 432 1 Setback & Shut -df IndrCak,' separate system or show $O 3tlr)/t devices On Eons NCO?' yea 1 i . 432 2 1 Alf enl reset Ir automatic reset M-0. 0 9100 a . a . 432 2 2 Hydr system reset �Ir tlicate 1433 EcOrt0lrtael8 - Irrilcate automat: met economizer on equi schedule or provide :;a to pllltify eltempbon - M- 0 • o - lreri d . 1434 ,Separ to air sys .....nom If (locate seams* syMerns o n pterts - -- -----/ 12.60 ye 1435 Slnttll Mg & cog I ir (kale that simukarteous heating and 000kng Is proh.bited, unless use d ex is Pus ified N o. 0 DL►3.10G n a . 143t; lival, moos y li (locate treat recovery or pans _ :ompiete ara attach heat recovery Itiouletions 12.60 y es �� 1437 Elm motor Sff iL . _ MECH-M01 or .. e Schedule with hp, . , dialer N lei . o 96000 y en 1438 Venable fkrn s Irticate variable flow on fan and pump schedules M - n. 1 3cprout ROOM CMAC -4-4 143Ei 1 Kitchi?n Hoods I I Hecate uncoated and unheated make up air . 2700 Econo 1439 2 : Eur'ie Hoods l a t e VAV untleated/urcodied or heat rec makeup n Dtltrr RC CAN CRAC-S Cooling Equipment S Aedule , Equip ID Brand Name' Model No ' Capacity 8 :ulh Total CFM (JSA. •„FM cr Econo SEER Or EER ipl VV' Location Ac- I Mar RK -016 - 3 n -ABC.• 191000 5600 Econo 11.40 NCO?' Ac 2 AAoa PM 025- 3- 13-Arr02 321000 9100 Econo 11. 40 se or CRAG - 1 - 1 L1MUT DE110G 96000 4450 Econo 12.60 s ot cRTC* Ro CSAC - 2 :.V raw DL►3.10G 96000 4450 Econo 12.60 SChc -ED ROOM CRAG -3 LIEBERT DE110C 96000 4450 Econo 12.60 3cprout ROOM CMAC -4-4 Lbt.K 1kT VE1'OG 60000 2700 Econo 13.10 n Dtltrr RC CAN CRAC-S LT re MIT vi[110G 60000 2700 Econo 13 10 S A - owirr RC ow raec -s T.Trn>SRT VP: IIOC 60000 2700 Econo 13 10 SrAro¢nT 'cm CD Ac -7 Limit= ace 6x -xooeo 36000 1250Eo4no ;.2 50 ors ROOK CRAG I LIEBERT 1MC36K -ZOOHO 190 001 850 Ecorse S 12.50 , sit Rote room Mechanical Permit Plans Checklist MECH -CHK r. -:'c ' r' . pious a exp anc ton: Mechanical Permit Plans Checklist 7 -s• - . • MECH -CHK M 'nt11 wacheerea Sete Nnnreacnl nergy C:nrte t:rwnr. ant. rnrr, ec anica enera equirements 1411. General Equipment visa i - rev;; a nunrr,unl l.e lormance at the speiahed rains condihans not less than the values slow:: in Table 1. 1 trough 14.1 if a natronally recognized certr'icaton progr.n exiss for a product covered 1 Tables 14.1 rvough 14 -3 and it include:: urn sons to verifcaton ano challenge if equipment ef1lcie•icy ratings- the., the: product shall be iistec n the ceilt(aoon program 1411.2 Rating Conditions. Coohng equipment shall be rated a: AR' test conditions and procedces when available Where no applicable Procedures exist cata shah be turnrshee by the equipment manu'acturer 1411.3 Combination Space and Service Water Heating. 'o contbrratur sper.e aril service hater trdzteis wit a p inc pal function of Providing space heat, the Cc,nibi•►ec Annual Efficiency (CAEI may be calculated ty asing AS -IRAE Standard 124-1991 Sto•age water heate's used in combination space heat and water heat applications shall have eitee' an Energy FA` th or ;EF)c; aCAE of not ess than the tolowirg Fv CAE 4 50galstorage C a8 0 71 5C to 70 gal sto ra ge 7. 57 0 71 > 70 gal storage 0 55 0 70 1411.4 Packaged Electric Heating and Cooling Equipment Packaged eiect -k: equ pnent pro-ding both neaten. .and rAcirg ••fth a total cooing capacity greater than 20,000 C shat be a neat pump Exception Irtstaffed equipment shaelers o' cabinets used suit. y fu Fr son K; alwrreless setve faclnira. 1412 Controls 1412.1 Temperature Controls Each system shall be provided with at least one tell pP'310re r'cnri:r device Fach zone shall hp controlled by Ifldwldksal static cUrslo's responding to terrpe atuie we tithe zone At a minimum each f out of a burldirg be ronstdered as a separate zone 1412. Deadband Controls When used to control both comfort heating gnu coaling zone therinostabc controls shall be Capable of a deadband of at least 5 degrees F wthn which tie supply o' heating and cooing energy to the zone o shut off or reduced to a minimum Exceptions 1. Special occupancy special usage, or code requirements where deadband controls are not appropnale 2. buildings c•1pIvng with Section 1141 4 If m tr•e proposed building energy analysis, healing ano cooling mermostar serpents are set to the same temp.-arum between 70 degrees F and 75 degrees F RLusive, and assumed tc be constant mroug Iota u1e year 3 Thermostats that require manual changeover tetween heating a •1d coding modes 1412 3 Humidity Controls if a system s equipped Wirth a means for sea rig rnocture a - urna Ist shall be provided 1412.4 Setback and Shut -Off. 1- VAC syste -1s ahal be equipped wee ae.t.,rii x. Cora cis caortae ur rccomplistxrrg a reducbon of energy use through control setback or equprlert shutdown ourng pe nods of non -use or alternate use of the spaces served by the -dater The automatic cantors shall nave a minimum seven -day clock anc be capable of being set for seven dl?eren: day types per week Exceptions 1. Syste serving requ re dont nuous operaboi at the same Wmperat.xe eetpoart ? Equipment Wei ful b de ad mantis of : kW (6 ANC Real) or less may be cu:vemml manual by readiy acoessrbe nu l oR -huur co verbs 1412 4 1 Dam pen Outside air rlfal,es anthem* outlets and relief outlets sea. le eendit, e:l spaces bird be equppe• wth dampers whorl los cane bm auatcaly when the system son c' upon power Valise Exceptions 1 *wee, serving areas *hail morn* oontnunta operation o i 2. Cobusticn air stakes and 1412.4 2 Optimum Start Controls Healing a cooling systems wan des Sin nippy air capactes exceedrrg 10,000 cfm shall have opt mum star controls. Optimum start controls shell be designed to automatically adjust*a start time an HVAC system etch day to bnrg the space to desired oeeupiac temperature levels immediately before scheduled ap oincy The conies nthm Malt as a miveium, be a function of the ewe between se tempsrati>+re and occupied setpoir1 and the amount of prior to schediaed occupancy a c m oprocessor controls fiat mrnmize supplem ental heat .sage during start-up set -up and defrost conditions These controls small arttcipae need fo' heat and use comoresson neat ng as the first stage of heat when Controls shall indicate wh stlpplemeeta heating a being used through visual means le g . LEC indicators) tors) 1412.6 Combustion Heating Equipment Controls: Cebustion hostel equipment with a capacvt over 2.7_ .001.; E'.tIJh snagl nave riodulatirtg On staged combustion control Exceptions 1 borers 2 Radiant Heaters 1412 7 Balancing Each a supply outlet or air or wate' ter rival device sh all have a meals for balancing nckidng but not :anted to dampers temperature and pressure test connections and Datanchgyaws 1413 Air Economizers 1413 1 Operation• Air economaers shall beef aubmatcaly modulatng outside a-id return air dampers to provide 100 percent of tee design supply air as outside air to reduce or elm nate the need for mechanical cooing 1413.2 Control Air economizers anal be contorted by a control sysaem ca pebie c ` determining It outside air can meet part oral of the buldng's cooing loads 14133 Integrated Operation Building Heating Energy: At- econontlzters she. Le capa:,ir: of btuvidt. leg partial cooing even when. Gddtronal mechanical codex; a requreo to meet the meander et the cooing load Controls shall not prec axle the economizer operation when mechanical cooing is requred senulta nee usly Exception Economizers on n xp dneduai direct een/1bn cooNng systems i:dh cape obes not greater tnai 75,300 Been may include controls that Pmt simusaneous operation of the econom.zer and mechanical cooing to- the purpose of preventing icefor on cooling cork 1414 Ducting Systems 1414 1 Sealing Duct wo rx which is designed to operate at pressures above 1/. ;ncn water columr static pressure shall be sealed et accords ice wte Standard RS-1E Extent of sealing required is as follows 1. Static pressure. 112 inch to 2 inches seal transverse pints 2 Static pressure 2 inches to inches sea I al ban see ism joints and bngit:odinalseams 3 State pressure above 3 inches. seal al transverse jowls. longtudmal seams anc duct well penettatans DUCttape and other pressure senseve tape shall not be used as the primary sealant where ducb are designed to operate at s pressures of 1 inch W C O' gieatltr 1414 2 Insulation Ducts and plenums that are constructed and funceor as part of the bulking envelope by separating interior call rspacefrom enor space shat meet all a opircable requirements Of Chapter 13 These reouxenentsInclude nsuleton rnstalla0on rrorsete contro air leakage and iwe rl8envelope , nsuatlor levels Unheated equpment roc res with co mbiotnn air Ica viers mist be slated from the conditioned space by ntrulatrng irttenor surfaces tc a minimum of R '1 and any letterer envelope surfaces oer Chapter 13. outs de airducts serving ndnnouar supply air units with less than 2,800 chin of total s. plv an capacty shell be nsulatled to a minimum of R -1 and are not considered bulldog envelope Other c Aside at duct runs are :,onsldered building envelope until they, equipment, 1 connect to the heating or cooing equipment, or 2 are violated m te the exterior wthanai lomabc shutoff damper complying with Section 14124 1 Once outside air oucm meet the above listed requirements. any rune Wien co space shell comply with 7 a bie 145 req.Mrements Other ducts and pienu lie shell th be the inlay insuh b led per - se 14-5 Exceptions. 1. Aeon V1! HVAC equipment 2 Exhaust air ducts not selttect to roneensatior 3. Exposed ductwork within a zone that serves that zone. 1415 P ping Syste rite 14151 Insulation: Hrpinig shat be thermally insulted In accordance with Taal 14-6. Exc elation. Piping belated Milan &Mary HVAC sgtepnent Water polar outside the concretions(' specs sha I be insdeted In *condone. with Washington Stale Plumbing Code (WAC 51 -26I 11416 Completion Requirements (Refer to NREC Spate 1416 and the 9u4:1u)g Cor:..sslorurg ;,udem+neS puta1AR1 by The Running CannWliornreg Assaci Don. k• comp**, NW and gi *Uelr. as 4 battling oorripabn an commissioning , uvemsne on ro s v. fCc Jon. ?Hitt - rum WIC r • Mechanical - Complex Systems Checklist 'Mi l 4.hi 1.7. ciao. Nionro...IM(A. aai nee i t : n• , ',.nrhanr•.r F e.rrn• MECH -COMP ire 'tYit M IAA ques prov ex Decision Flowchart dapeatynf M N yes - Heating System \.500000 Bttr' t _I s e w : Sect Izl 1432 2Nd Weer Supply Temperature Reset Require Mechanical - Complex Systems (back) MECH -COMP 2001 , Naseington Staff. Norreodenbai Fr•rgy Code Cornpliance Forms ( ineien - 41: 5 1 Pre.d I laea4 ocesw Free P.m •.•mts - --- - -V r� - i41etno11 Coolly NI* Ono Pedr.gr eb 225 too woe limey 9 \\ Och . S. -, e eT gorily ale •s 000 <dm&OSA• 7wc ND • t 99 C e - ..." il this flowchart to denote re now the requirements d the Complex Systems Option apply to the assert Faefer to the indicated Code sections for more complete information on the requirentenrS ,4 j Mebr EM Irduded n Equip '•-0I0 Par ware/ k Yes / � V. / ll ttAc ` \> •s r •a R .rsMc e Ate I Sedan 436 l ---Yes e. SAL ERactive Hal Recovery Roomed l V f ee.ei 1411 r a Zane. f eel• c oreola Must tit!en ill amiss --Yes + Ra*.c • Supr/y er 6 Og 7 Um,nIA, Before Law eon else Y N. j - ,r AN11oeren leeolves Veneto. --V. -. , No r• Xaal Old/ Fi .. < E Hula ' 15.0110 eon? No V /OR em She, 1 ` -5000 No V - e. -�• t8eetron 1439 1 No risen% co Ming 6rM _reset cit Mike up 44 �. / 1 election 1411 1 Ea/patent Ef4oency awl Meer Tables 14 ' 1 11Tcmvph 14 eld a sserr be l Equpmenti V. I $ Mton 1431 1 f �YeS� rSicuIlrionsof Tob I4. teryy input I d Ot,putRequree. No • �Alr System ` section 1432 2� Serving Mtltiple . -Yes - ollpply Ale aeset N Zones' contrds Required . 1 r Pont rued on bade) f Ater- pied Motor WA. speed \ysen7 Y a•ction f412e Nod INng or Staged nntuahon r ireo. 1 _.� R e P rnd J /"N, No ► '�,$�°y -hies-* Seaiwr '4311 Vaned. now Motes negrreed these 14 7 i Ono Regdred Yes -� a 5afr VAV crAsua t kW*. 4 ▪ /94 ,malt Makeup t/ TenIonng Only e1 Meer Reoovey per till es t1ruRM vows , 1,n F ac • velocity -I E.eivr 1a37 -41e ► Moors Mua PA•M ET c i* as in T obis t 4 s toss meg --No • OYU atih o 1 sp'K of Ttirrr Y *5 • Jun. :0C1 KJM Mechanical Summar MECH -SUM ?001 M•a,ty ∎41 a, Slate Naru•►tdrat,al FnSQy l odt,'.arplrat t.• Fw Project Description Variable volume air cooled DX AHU's and fan powered terminals with BriSny descants mechanical system electric resistance heating condition most of the space Water cooled type and fsstJrats computer room AC units condition the process loads fed by a CW (� fscludes Plans f : ; ;iiince Option Equipment Sc hedules Heating Equipment Schedule E quip ID Ac l Ac - • -1 MI nil 2 Mel: AAOi: RaZNOR REZNCR OH -3S4 RE:KOS c reenheck Fan F Equip ID E F -: Tr 1 t ;r teenhert Tr - Orsenheck N available As te'eed air to Table 14 1 '4 -2 or 14 3 If re eared a PAP HSPF, Combust-on Efficiency. ce AFUE as apvlicanls • Flow cr•ntrol types variable air vdumei VAV) constant volume (CV). or variable steed (VS) C151(lt't Fkmitart A Brand Name' lei i ment Schedule Brand Name' START ) , \ System Type Heat re Only 1. \ � >- Yes M <70% oe , -Yet► \ \ ✓ I Complex items Include documentation requiring compliance with onvimissioning re ()Semple System 4i: omt lax System Q Systems Analysis (See Deviser FIOMACtan tow►) to gwMresmons. Use separate MECH -SUM for simple & complex systems The following information is required to be incorporated esth the mechanical equipment schedules on the plans For protects without plans, fill in the required information bebw Model No RM- 016- 3- 0 -ABO2 RN- 025- 3- S -Aa02 iE 25 iE -SO iC -is GP 131 CSP 7 :8 CSe -224 Model No tic Heating' tippling --b. or Cooling On!, Referertoe Section 1421 i t ,� `N / F00no Yes klckr�d^ J V 1 Yes A Gapacit. Btulh 50000 75000 20000 400;u 60000 150 200 Total CFM Yes \ \7016 OSA Yes /' Yes 40% OSA • �v4 (XD Bt h ND ' s \01 1900 f - rP Refere -o ; Fedor 1425 1 I Simple System Alloned l Retererce Section 14''0 3 700 2700 • 380 650 980 CFM j Sip' 1500 0.25 0.13 0.13 ()Si- Irn r,r Econo n 1 nput Btu.) Econo Icon N A 14.A N.A tb • \ „System() - Y Yes V • i '54 300 aut � N, or 1 a o dn12 HP /BHP Flow Contioi LOcatic.n d Samoa Yes Pb Wye 94000 2500C 500u0 75000 Use this flu/taut to determne if project qualifies fa Servile system Cation. If not, ether the Corr,plex System a *sten6 Analysts Cations rnEt be Used. • 63000 E)t)4)...- ts, Sadao 1118 Ile I Refer to IUECt+CONP M3ch3ncal Cour p ( *erne far agiaSt,Stie .t. Jeterrrinng With Condeic Syffie rs requrernerlts are applicable to this project RreretCe is4sn 1430 I SF PARATE 'FRMIT AND APPROVAL REI D S.. I r O :1t Ptuh �P Fit ,rpnry` 50000 80.000 75000 90.000 20000 80 00J 40000 80 000 60000 90.J00 UNIS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 �6 'vim 2823500 PERMIT SET - NOT FOR CONSTRUCTION • PERT I I T SET PROGRESS SET mew ►0N SET Issue Descriptiea Flack + Kurtz Inc. Seattle, WA ee�m -22eo 04. (206) s � i -5 1417 Fourth AVE Suite 400 Seattle, WA 981 01 -2260 1el. (206) 3 42 - 9900 ox. (206) 342 -9901 WSP A eV ease asgeq idle NTS 09.30.03 09.24.03 09,13 Dote OCT 01 2003 1Yrish Al lad Alit _ _Oohs fr zo d MECHANICAL ENERGY CODE fO4 ple M -02 1 • • a • 1r. L i 1 ... ..l 1 . ;t 4• f rO h tFront , - :I ` `rHnt ' t f t 1 t'ront r ';I 1 Si _ _.__..... r 1 -1, l) t 1 I . • , 1 ... I .1 .. J' 1 4 i. 3/ CONDENSATE UP (TYP) 1 CW /R UP (TYP) I..... II '' - 1 - .w++.,4.,�... .1..�•...• ...`.y I. I .I • • It ..}...— .........„,�, ._ ,_ 1. ._...- ►...... _.a.. 4 ..i.. ..1 -•' 000 rTif -20 J' \ IE 1 4 I 4'1 t -1—•- •4 . T1 - 4 ! I t - • t ,_ f f . 1' 1 i t J. s_ I l4,, ... ,. _ r .. 6 I f. ;. ..4 . T ,. • ( .4: . -. i .' I I f 1 t .. ._J RAMP t f 4 a e. V.1' .._..__ . 3 /4 CONDENSATE UP (TYP) 1 1 /2 CW /R UP (TYP) l4 NUMBERED NOTES 0 SEE PLUMBING DRAWINGS FOR CONTINUATION wr. r.::. r r -.r 't 1 t I .1_.x..1 . '-. , i . t. f. . i I • q.. 1 ^!A!! ( �' 1 . ...4 rl �.._1 1 iic $ 1i i .. •-• -- _.._I1 J I SO: w 1 - ....... J ii i J _l l �' �1� �''i a1 ti fj l IN! , t � y UP : I —- Mt '.4 •�7 1. l �l(....; �1p �i Jill+.110 r 3MOH P1138 ± ; �:_..t... ! _• ..' •'1 • 4 3•w-F * 2 )t , b ... ._._ -sT _ .2 f k •t .. t: :l 1 ... 1 I j UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 U N I SYS job 1 2123500 PERMIT SET NOT FOR CONSTRUCTION PERMIT SIT PROGRESS SET C ORDINA1iON SIR Issue Description �M 1,0 Race A Qrd� idl O W fr Y,ord '• FPARATE MECHANICAL PERMIT APPROVAL AND �► FLOOR PLAN REQUIRED ,__AT GRADE Flack + Kurtz Inc. 1 417 Fourth AVE Suite 4.00 Seattle. WA 98101-2260 Tel. (206) }42 -9900 Fax. (206) 342 -9901 wsP . 1! F.. awl•. $die _L..4 09.30.0.3 09.24.03 09AWN3 Dote r • t ReCti (:tTV (1F r MMLA OCT 0 1 2003 • s • (TYP) CD -2 260 (TYP -2 ) CD -2 10 "/ CD- 2 8"0 - (260) (TYP -2 W BLOCK CD -2 - (70 - Y - 5D -2 T140) (TYP -2) CR -1 T750) (TYP -3) CD -2 (50) CD -2 - (75) (TYP -2) CR -1 T530) (TYP =Yr CRAC 7 FPT 6 TF CR -1 I (TYP -2) 18 "0 UP TO EF -1 W /BDD CD -1 T60) (TYP--2) WALI MOUNTED DOMESTIC HW TANK CHEM FEED POT SHOWER /EYEWASH WATER TREATMENT SD -2 - (140) TYP -6T 1/4" Cw /R CD -2 0 2 T s TTYP -2) CD -2 . (150) CR - (850) (TP - 2 SD -2 (TYP-11 CWR 14 "0 SD -1 T70- (TYP -3 16 "0 CD -2 (56C) (TYP -2 4w • SD -2 140) (TYP - 6) TF -2 CR -1 ( 1 60 TYP -2) .,(160) 2" CW /R ON TO CRAC -1 CR -1 (550) (TYP -2 4"HOUSEKEEPtNG PAD --, L■KOS TCX- 0100 -SRV FLOOR SINK (SEE PLUMB!NC PLANS) MINIMUM CLEARANCES CD -2 2 CR -1 (2001 • (TYP) - _ CR- 1 (130jFYP -2) L__J pa 3" 4 "HOUSEKEEPING PAD CW CD -2 (240) (TYP -2) 4 16V L 12x14 W /1" AL CR -1 __ (TYP- 2 I F] w 12; 1 1 . 4 AL _ J 14" l CR -1 (840 TYP -2 CD -2 14001 r CWR CW CR -1 1690) (TYP -2) 1 • -1 SD -2 4 r -1 $,'I � _J .1 (140) (TYP -7) 16 " y-- GENERATOR AND FUEL TANK (SEE ELEC PLANS) 2" CW /R ON TO CRAC -2 4" HOUSEKEEPING PAD 60X72 RADIATOR AIR DISCHARGE DUCT UP • r 1 32 "o NUMBERED NOTES O PROVIDE SHEET METAL BLANK OFF PANELS PAINTED FLAT BLACK. AC-1 LOCATED ON ROOF, 21- '/2x50 SUPPLY AND 21x50 RETURN BOTH PROVIDED WITH SECURITY BARRIER GRILLES TITUS MODEL SG-BU-FM AT ROOF PENETRATION. PROVIDE 1 Al WITH PERFORATED METAL UNER FOR 15' -0" AFTER CONNECTION WITH AIR HANDLING UNIT. AC -2 LOCATED ON ROOF, 21 ',4x50 SUPPLY AND 21x50 RETURN 90TH PROVIDED WITH SECURITY BARRIER GRILLES TITUS MODEL SG -BC -FM AT ROOF PENETRATION. PROVIDE 1-1/2 AL WITH PERFORATED METAL UNER FOk 1V-0" AFTER CONNECTION WITH AIR HANDLING UNIT. PROVIDE TITUS SG -BC -FM SECURITY BARRIER GRILL, SIZED AND MODIFIED TO MATCH ROOF PENETRATION. PROVIDE SECURITY BARRIER GRIME, SEE DETAIL 12 /11 4.0 CW INSTALL 8MS PC WITH PERIPHERALS CONNECTED TO EMERGENCY POWER IN SECURITY ROOM 11. FPT FPT 10 11 CD -2 225) (TYP -2) '.1 CR -1 (750`TYP -2) UH EDT 12 FPT 13 CD -2 - (720) (TYP -4) r;I Li CD -2 (300) TYP -5) T 41 67 r to ;r: Q "A � aN� mA M 1 18 " 22 "0 26x26 W/1" PERF UNING 32x32 W/1" PERF LINING CR- 1 1800) (TYP -5) 2" CW /R CFF (X) UNIT HEATER 18x'8 W /1" AL 18" 5 2 " 5 2 tY U • U 1 1 Ox 10 2 CWR W/ 1 " AL ID N TO CRAC -5 2" CW /R CFF 4" CW/ 2" CW /R DN TO CRAC-3 5" 0,2 _ 140 (ty077q-- CWR . 1 1/4" CW /R i 18 0 I .; h • (TYP) 22 "/ 12" 4 CD -2 300 (TYP -3) 14 "a A. 22 "0 SHEET NOTES PROVIDE 10' -0" OF 1" ACOUSTIC LINING AT DISCHARGE OF ALL FPT'S B. FOR ALL FPT RA, CR-1, CONNECTIONS REFER TO M -0.1 FOR RA GRILLE NECK INLET SIZE AND CONNECTING DUCT SIZE TO FPT WITH FINAL ROUND- SQUARE TRANSITION REQUIRED AT BOX, UNLESS OTHERWISE NOTED. CFM BASED ON TOTAL BOX CFM C. FOR ALL DIFFUSERS, CD -2, CONNECTIONS REFER TO M -0.1 FOR NECK INLET SIZE AND CONNECTING DUCT SIZE. D. A CD-2 (450) (TYP -2 COORDINATE CEILING ACCESS LOCATIONS FOR ALL FPT'S, VALVES, AC UNITS, ETC. LOCATED ABOVE CEILING WI'H GENERAL CONTRACTOR IN ORDER TO PROVIDE ACCESS THROUGH THE INSULATION OVER THE ACOUSTIC TILE CEILING. 16 "M 16 "0 12 "0 22x22 W /1" PERF LINING !! CD -2 :::: (230 • W 10, 1 1 . 0 AL D6)---"Ar)Pbe (TYP) UH CD iJAS SHOWN CD PERMIT AND APPROVAL /tr, 2" CW/R UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Issue UNiS Divan Aj #14:0 22215110 PERMIT SET - NOT FOR - CONSTRUCTION PERMIT SET PROGRESS SET COORD1NADON SET Description Z.' 91 MECHANICAL FLOOR PLAN • sol 1 4 Flack + Kurtz inc. 1417 Fourth AVE Suite 400 Seattle, WA 98101-2260 Tel. (206) 342-9900 (206) 342-9931 :".61;22461 /;;;&2 v ' d Clerk A)01 Ctow *rad Safe T-17 09.30.03 09.24.03 09.12.03 Dote • 18"o DOWN • • (E) ROOF ACCESS HATCH AC I -- 3 r • 0 • • • r 4 i f al N :fp r-- AC ... L (E) SKYLIGHTS TO REMAIN (TYP) NUMBERED NOTES 40 REPLACE SKYLIGHT WITH GREENHECK FARRA HOOD GRAVITY SIZE. *EE ARCHITECTURAL DETAILS FOR FILL OF SKYLIGHT 0. REPLACE SKYLIGHT WITH GREENHECK FABRA HOOD GRAVITY SIZE. SEE ARCHITECTURAL DETAILS FOR FILL OF SKYLIGHT 0 . PLENUM TEMPERATURE SENSOR N. — —•- o<> I ; (/ .1! • MU; 30x60 THROUT AREA. SEE DETAIL 11/M-4.0 INTAKE; 30x60 THROUT AREA SEE DETAR. 1 1 /M - 4.0 619 • • a' II ; I , SEPARATE PERMIT AND APPROVAL REQUIRED /' UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PROGRESS SET COORDINATIC•4 SET OW Description id) 2353 PERMIT SET - NOT FOR CONSTRUCTION PEWIT SET Flack + Kurtz 1417 Fourth AVE Suite 400 WIP Otoo ..•••■ F OX. 706) 342 - 9901 .0 `..eottle, WA 9 !is (206) 342-9900 c'ean AJ et AJM MECHANICAL ROOF PLAN Oese *rod c� WT 't 1 I 1 09.30.03 09.24.03 09 Dote I ROOF AUTOMATIC DAMPER GRAVITY VENT PLENUM GRAVITY VENT 1111.1111111 a AI L LOCATED IN PLENUM (TYP - 4) 1 NOT TO SCALE 0 START /STOP STATUS ALARM WATER DETECTOR ALARM (CRAC -1 TO 3 ONLY) ROOM TEMP AIR CONDITIONING UNIT CONTROL (CRAG -1 THROUGH 8) CLOSED CIRCUIT CONTROL PANEL START /STOP CW SUPPLY TEMPERATURE AO MAIN MOTOR ALARM DI PONY MOTOR ALARM 0 LOW WATER Dl BASIN WATER TEMP START /STOP DO CW SUPPLY TEMPERATURE ( AO MAIN MOTOR ALARM ( DI PONY MOTOR ALARM 01 LOW WATER DI BASIN WATER TEMP AI CLOSED CIRCUIT CONTROL PANEL CLOSED CIRCUIT COOLING TOWER CCCT -1 .cCCT -2 CONDENSER WATER SYSTEM CONTROLS TO RELIEF AIR HOOD MINIMUM OUTSIDE AIR DAMPER FROM OUTSIDE AIR INTAKE H000 AO RETURN AIR DAMPER RELIEF AIR DAMPER VARIABLE VOLUME DX AIR HANDLING UNITS [(AHU-i AND AHU -2) NO SCALE START /STOP vF D STATUS 0 ALARM ` --- AO SPEED 0-- B1ff . �RESSr AI SENSOR --- DP GAS FURNACE HEATING SPEED ALARM STATUS START /STOP START /STOP STATUS ( DI ALARM DI SPEED G ( X P - 1 BDD 1. THE FAN ON -OFF CONTROL FROM BUILDING MANAGEMENT SYSTEM PANEL. 2. FAN STATUS INDICATION VIA DIFFERENTIAL PRESSURE SWITCH. USE CURRENT SENSOR WHERE DIFFRENTIAL PRESSURE SWITCHES ARE NOT APPLICABLE. TYPICAL SUPPLY AND EXHAUST SYSTEMS (EF -1, TF -1, TF-2) PP-2 EXPANSION TANK P173-3o13 VFD 1 RELIE " FAN I J START /STOP STATUS ALARM SPEED SMOKE [ POWER, SIGNAL, AND MCC INTERLOCK BY DIV 16. DOMESTIC WATER FILL VALVE POWER, SIGNAL, AND — MCC INTERLOCK BY DIV 16. m a Ir REF TO OUTSIDE AI SP SPACE REF MOUNT DUCT STATIC AS SHOWN ON DRAWING. EXHAUST FAN NO SCALE NO SCALE SEPARATE PERMIT ANC APPROVAL R. prD NO SCALE UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 UNISYS job No 28235100 PERMIT SET - NOT FOR CONSTRUCTION FERMI' SET PROGRESS SE COORDINATION SET Issue Usscxi rtion Roan Ai Gedt Flack + Kurtz Inc. F)11 i4I Fourth AVE Suite 400 Seo WA 98101-2260 Tel. ( ?)6) 342 -9900 Fax. (206) 342 -9901 `wSP A s ow 09.30.03 09.24.03 09.12.03 Dote OCT O 1 2003 PERAOT Cfh E!. sok NITS MECHANICAL CONTROL DIAGRAMS • I, _ — ww ssrrs i1 i r , 1 COIL TYPE 111 (HEIGHT) H2 (HEIGHT) BLOW- THROUGH (LOCATED ON DISCHARGE SIDE OF =AN) 1 MINIMUM POSITIVE STATIC PRESSURE AT DRAIN PAN IN INCHES TIMES 2 (2" MINIMUM) DRAW - THROUGH (LOCATED ON SUCTION SIDE OF FAN) NEGATIVE STATIC PRESSURE AT DRAIN PAN IN INCHES PLUS 1 INCH NEGATIVE STATIC PRESSURE AT DRAIN PAN IN INCHES PLUS 1 INCH 11 SECURITY BARRIER GRILLE GRAVITY VENT /RELIEF VOLUME DAMPER AT MAIN DUCT CONNECTION SEE ARCH DRAWING FOR CURB DETAILS ROOF AUTOMATIC DAMPER SECURE GYP HARD CEILING CR -1 OR CD -2 GRAVITY VENT Weal ...„ sos s VIA I 30x60 -V SUSPENDED CEILING FLEXIBLE DUCT .I I� --te SLOT DIFFUSER WITH PATTERN CONTROL SUPPLY OR RETURN DUCT 14x14 PLENUM COLLAR LINEAR AIR OUTLET CONNECTION TITUS SG -BC -FM SECURITY GRILLE EXTEND DOWN 10' -0" FOR INTAKE HOODS TERMINATE AFTER AUTOMATIC DAMPER FOR RELIEF HOODS PLENUM W/ 1 / 2 " FLAT BLACK Al SECURE GRILLE INSECT SCREEN NOT TO SCALE NOT TO SCALE EXTERIOR WALL WINDCW NOT TO SCALE SPRING VIBRATION ISOLATOR TYPE MASON INDUSTRIES 30N HANGER l: 1 /e ANGLE 1. HANGER SPACING ALONG LENGTH OF UNIT TO BE AS FOLLOWS: MINIMUM - 2 HANGERS MAXIMUM SPACING 6' -0" 2. PROVIDE ADEQUATE SEISMIC CABLE BRACING TO RESIST MOTION IN ALL LATERAL DIRECTIONS 3. REFER TO SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES (LATEST EDITION) FOR MECHANICAL SYSTEMS. 4. ATTACH TO STRUCTURE ABOVE. 5. SUBMIT ALL EQUIPMENT SUPPORT DETAIL FOR STRUCTURAL REVIEW PRIOR TO INSTALLATION F SUSPENDED EQUIPMENT WITH SEISMIC CABLES ROLL WYE TOWARD SLOT INLET NECK BALANCING DAMPER NOTE 4 -\ SUSPENDED EQUIPMENT ROUND TAP TO ROUND MAN "Y" LATERAL FITTING 45 TYPE III SEISMIC AIRCRAFT CABLE REFER TO SPECIFICATION 1 /y "CLEAR MAX. 2 \ DUAL U -BOLT CABLE CLAMPS -1 CABLE EYELET `---- LOCK NUT AND WASHER MAIN ROUND DUCT FLEXIBLE DUCT TO DIFFUSER NOT TO SCALE ROUND DUCT COLLAR WITH 3/8" RAISED BEAD AND BALANCING DAMPER BRANCH CONNECTIONS TO MAIN — LOW PRESSURE NOT TO SCALE STAINLESS STEEL \ DRAW BAND 1 / 2 " MIN. WIDTH - MIN. RADIUS (R) 1.5 TIMES NECK DIA. SUPPLY DIFFUSER FLEXIBLE DUCT. SAME AS DIFFUSER NECK SIZE MIN. LENGTH 3' MAX. LENGTH 6' BALANCING DAMPER. LOCATE AT BRANCH TAKE -OFF. DRAW BAND WITH CABLE SUPPORT ATTACHED TO SLAB ABOVE WHEN FLEX DUCT IS 5' OR LONGER DIFFUSER CONNECTION DETAIL AIR FLOW /- STAINLESS STEEL DRAW BAND 1 /2" MIN. WIDTH L CEILING TILE EIUNG TEE NOT TO SCALE CONDENSER WATER R ETURN MAIN MANUAL AIR VENT SELF CONTAINED AIR CONDITIONING UNIT UNION -CLEAR OF SERVICE AND COIL REMOVAL SPACE i QTIS; 1. REFER TO DRAWINGS FOR PIPE SIZES. 2. ALL PIPING TO BE CLEAR OF SERVICE AND ACCESS CLEARANCE. CONDENSER WATER RETURN MAIN MANUAL AIR VENT SELF CONTAINED AIR CONDITIONING UNIT TWO -WAY ON -OFF AUTOMATIC VALVE INTERLOCKED WITH AC UNITS UNION- .:LEAR OF SERVICE AND SOIL REMOVAL SPACE NOTES: 1. REFER TO DRAWINGS FOR PIPE SIZES. 2. ALL PIPING TO BE CLEAR OF SERVICE AND ACCESS CLEARANCE. DIELECTRIC FITTING (FOR COPPER PIPE APPLICATION) COOLING COIL DRAIN PAN WATER COOLED CONDENSER WATER PIPING CONNECTIONS (3 —WAY VALVE WATER COOLED CONDENSER WATER PIPING CONNECTIONS (2 —WAY VALVE) CLEAN OUT PLUG, BOTH ENDS - H1 H2 -3" COOLING COIL CONDENSATE TRAP .w ~ THREE -WAY ON /OFF AUTOMATIC VALVE INTERLOCKED W /AC UNITS I �t CONDENSER WATER SUPPLY MAIN STRAINER WITH 3 / 4 " V 1 0 OW -OFF HOSE END VALVE CALIBRA1 ED BALANCE VALVE UNION PRESSURE/ TEMPERATURE TEST FITTINGS DRAIN VALVE 6" LONG DIRT LEG CONDENSER WATER SUPPLY MAIN -SHUT OFF VALVE STRAINER WITH 3 / 4 " BLOW -OFF HOSE END VALVE CALIBRATED BALANCE VALVE UNION PRESSURE/ TEMPERATURE TEST FITTINGS DRAIN VALVE -SHUT OFF VALVE 6" LONG DIRT LEG OPEN END WITH VENT CAP ALL PIPE SIZED PER U.M.C. (1 MINIMUM) SLOPE DOWN 1 /8" PER FOOT TURN DOWN OVER DRAIN, PROVIDE 1" AIR GAP OR UNION CONNECTIONS TO CONDENSATE PUMP NO SCALE N SCALE I NOT TO SCALE PRESSURE GAUGE 48" TO 80" AFF BALL VALVE - PUMP SUCTION SHUT OFF VALVE STRAINER WITH 74" 810W -OFF HOSE END VALVE FLAN D SPOOL PIECE 18" MIN. LEN 1TH BASE ELBOW SUPPORT ANCHOR BOLT - S PIPE DIAMETERS MINIMUM LENGTH ECCENTRIC REDUCER FITTING PUMP CASING DRAIN MAKE UP WATER F END SUCTION PUMP W (TYP) BACK FLOW PREVENTER (REFER TO PI_JMBING DRAWINGS) 1-tA-f! FULL SIZE V D4 BYPASS - tr3'3406 r LEVEL CONTROL VALVE NOTE 1 NOTE 2 as N.0 MANUAL AIR VENT C CLOSED CIRCUIT COOLING ti TOWER --II VERTICAL EXPANSION TANK CONNECTION AUTOMATIC CONTROL VALVE NOTE: 1. MAKE -UP WATER PIPING. REFER TO PLUMBING DRAWINGS. 2. 3" OVERFLOW & 2" DRAIN PIPING TO FLOOR DRAIN. 3. REFER TO DRAWINGS FOR PIPE SIZES & AUTOMATIC VALVE LABELING. CLOSED CIRCUIT COOLING T OWER PIPING CONNECTIONS PUMP DISCHARGE THERMOME TER, 4P" TO 80 "AFF 3 g " DRAIN AND FILL HOSE END VALVE GLOBE VALVE CHECK VALVE INCREASER FITTING PUMP BEOPLATE DRAIN SHUT -OFF VALVE CHARGING CONNECTION _ — �.«...r.a+..�`daM�«t `Mn1�in�r.■`L�■�'i`.�i�YdltK GROUT 1" MINIMUM DRAIN TO FLOOR DRAIN CONCRETE PAD MINIMUM 6" BE'OND ISOLATOR '1 I LIFT RING SIGHT GLASS TO FLOOR DRAIN NO SCALE CWR CW - SHUT -OFF VALVE (TYP) PRESSURE /TEMP TEST FITTINGS FOR BASIN WATER FILTRATION PIPING REFER TO DETAIL 1 /M -4.1 r NOT TO SCALE E. PARATE r RMITAN 4PPRON REQU, I NO SCALE UNISY PERMIT SET - NOT FOR. CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET Issue De exxip! icx+ Ran AT Gal AN !ob M1b 282500 MECHANICAL DETAILS - A Flack + Kurtz Inc. 14'7 Fourth AVE Suite 400 Seo:•'e, WA 98101 -2260 Tel. (206) 342 -9900 Fox ; 20: 1 342 -9901 b ow ' r► ..., e.w.r Omer Arad fait NTS Dote 09.30.03 09.24.03 09r1?19'83 OCT o 1 ?003 PERMI 1lb 4 p N 4 a p p • (E) BUILDING i I • e HOUSEKEEPING PAD PROVIDE 0.5" WIDE 3" LONG, ON 6" CENTERS, SLOTS AT BTM FOR DRAINAGE GENERATOR SECTION SECONDARY ZONE DUCTWORK WITH MIN. 10' -0" OF 1" AL, LOW PRESSURE CONSTRUCTION. REFER TO PLANS FOR SIZE FAN POWERED TERMINAL UNIT WITH ELECTRIC HEATING COIL. SEE SCHEDULE OF FAN POWERED TERMINAL UNITS (FPT) FOR ADDITIONAL INFORMATION. FPT RETURN AIR DUCT TRANSITION TYP SEE SCHEDULE FOR SIZE GENERAL NOTES NUMBERED NOTES GENERATOR r L ._ J PRIMARY AIR SUPPLY DUCTWORK. ME DIUM PRESSURE CONSTRUCTION REF. TO PLANS FOR SIZE FAN POWERED TERMINAL DUCT SUPPORT 1. REFER TO FLOOR PLANS FOR DUCTWORK CONFIGURATION FOR EACH INDIVIDUAL FPT POWERED TERMINAL UNIT (FPT). REFER TO SCHEDULES FOR SPECIFIC FAN POWERED TERMINAL UNIT, ELECTRIC HEATING COILS, PRIMARY AIR SUPPLY, SECONDARY AIR SUPPLY AND FAN POWERED TERMINAL UNIT INSTALLATION REQUIREMENTS. 2. FAN POWERED TERMINAL UNIT (FPT) TO BE INSTALLED A MAXIMUM 2' -0" ABOVE CLG PLANE, COORDINATE FAN POWERED UNIT LOCATION WITH STRUCTURE AND ARCHITECTURAL ELEMENT'': 10 MAINTAIN REQUIRED ACCESS TO MOTORS, FILTERS, ELECTRICAL CONTROL PANEL ON UNIT. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WORKING CLEARANCES FREE OF PIPING, CONDUITS, DUCTS AND OTHER OBSTRUCTIONS. 1 MAINTAIN MINIMUM STRAIGHT DISTANCE AS RECOMMENDED BY MANUFACTURER OF FAN POWERED TERMINAL DEVICES. (2x INLET DIAMETER MINIMUM.) 2 SERVICE CLEARANCE TO BE 42" DEEP x FULL PANEL WIDTH IF UNIT POWERED TO THIS SIDE UNIT 150 VOLTS OR GREATER. (30" MINIMUM WIDTH) 3 VERIFY UNIT CONTROL POWER AND ELECTRICAL HEATER POWERED JUNCTION BOX LOCATIONS WITH UNIT MANUFACTURER. 4 SIDE TAKE -OFF FITTING EQUAL TO "FLEXMASTER" MODEL STD (WITHOUT VOLUME DAMPER.) 5 MAINTENANCE AND SERVICE ACCESS CLEARANCE GENERAL CONTRACTOR IS RESPONSIBLE FOR KEEPING UNDERSIDE OF FAN POWERED UNIT CLEAR OF CONSTRUCTION FOR BOTTOM ACCESS PANEL REMOVAL MANUFACTURER SHALL PROVIDE WARNING LABEL ON TOP AND BOTTOM OR WIRE. 6 INDUCED AIR OPENING, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING A MINIMUM OF 20" CLEAR, FREE OF PIPING, CONDUIT, DUCTS AND OTHER OBSTRUCTIONS. 7 MINIMUM SIDE CLEARANCE SHALL BE 1' -0" (FOR MOTOR SERVICE ACCESS AS PER MANUFACTURER RECOMMENDATIONS. N'MS 60y72 CMU WALL 0 RADIATOR DISCHARGE AIR _-J ELECTRIC HEATING COIL AND FAN CONTROL ENCLOSURE. TYP CONCENTRIC INLET REDUCER • NO SCALE NO SCALE NOTES SUBMIT ALL PIPING SUPPORT DETAILS FOR STRUCTURAL REVIEW PRIOR TO FABRICATION NEIGHT VARIES 1 Cl DSED CIRCUIT COOLING TOWER BASIN VIBRATION ISOLATION TEMP GUAGE -� BASIN FILTRATION SYSTEM TO & FROM 1 FILTERING 1 SYSTEM S PIPE SUPPORT STAND -- CONDENSER WATER SYSTEM PIPING I- 3 CLOSED CIRCUIT COOLING TOWER BASIN COOLING TOWER BASIN GALVANIZED ANC: ES WELDED TO TUBES GALVANIZED TUBE CLEVIS HANGER PIPING (LOCATICN VARIES) CONC PAD (BY G.C.) CONDENSER WATER PUMPS CONDENSER WATER SUPPLY C TO FLOOR DRAIN AIR ELIMINATOR AIR SEPARATOR RUN BLOW DOWN TO FLOOR DRAIN BASIN WATER FILTRATION SCHEMATIC CHEMICAL FEEDER ye RELIEF 1 VENT p f 1 DRAIN VALVE M -4.1 1 TO F DRAIN LOOR NO SCALE CONDENSER WATER RETURN NO SCALE E `'ERMIT A V) REQUIRED NO SCALE UNISYS PERMIT SET - NOT FOR CONSTRUCTION IJNISYS Gafeway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET Description Flack + Kurtz Inc. 1417 Fourth AVE Suite 40 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 ` wsP . V. o., s...r , .30 1 5 Oro i AJ Nb 21123500 MECHANICAL DETAILS - B -mo �G ✓ soda MS 09.30.03 09.24.03 NAND Dote e OCT 20 PEc<AMr CENrE4 God )004 MM -4.1 WATER HAMMER ARRESTOR SIZING SCHEDULE ITEM ITEM NO. I FIXTURE UNIT CAPACITY MANUFACTURER WHA-1 655-D 61 10 113 SIOUX CHIEF MANUFACTURER _ ITEM ITEM WC-2 UR- I UR-2 L-1 DF- 1 SK- 1 FS-1 GD-1 HWM - 1 CM - 1 WH - 1 EW - 1 EIVH MH _ MAC MAX MGA MG — MIN MS MUP (N) NC MC NO OD OST OS&`f — PAV PD PD P/FT PG PIV POC PRV PSI PSIG RD SA SAN SD SE SEC SF SK SPD SP SPKR SS ST TOP TOS TPV TS TYP UON UP UR V — VB VP VR VTR — 1V wC WH WATER CLOSET WATER CLOSET (ADA) URINAL GARBAGE DISPOSAL HOT WATER MAC HINE COFFEE MAKER WATER FILTER HOSE BIBB-INSIDE WALL HYDRA N T - OUTSIDE M XING VALVE HOWER AND EYE/FACE WASH! TO 1 DESCRIPTION ELECTRIC WATER HEATER — INCH ABBREVIATIONS INDIRECT WASTE JANITOR'S SINK JOCKEY PUMP LAVATORY LEADER MANHOLE ME DICAL AIR COMPRESSOR MAXIMUM MEDICAL GAS ALARM MEDICAL PRESSURE NA I URAL GAS MINIMUM MOP SINK MEDICAL VACUUM PUMP NEW NORMALLY CLOSED NOT IN THIS CONTRACT NORMALLY OPEN OVERFLOW DRAIN OVERFLOW STORM PIPING OUTSIDE SCREW & YOKE GATE VALVE PRE-ACTION VALVE PLAN TER DRAIN PUMP DISCHARGE PITCH PER FOOT PRESSURE GAUGE POST INDICATING VALVE POINT OF CONNEC TiON PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH (GAUGE) ROOF DRAIN SOIL SHOCK ABSORBER SANITARY SMOKE DETECTOR SEWAGE EJECTOR SEWAGE EJECTOR DISCHARGE SQUARE FEET SINK SUMP PUMP DISCHARGE SUMP PUMP SPRINKLER SERVICE SINK STORM PIPING TOP OF PIPE TOP OF SINK TRAP PRIMER VALVE TAMPER SWITCH TYPICAL UNLESS OTHERWISE NOTED UP (PENETRATES FLOOR SLAB) URINAL VENT VACUUM BREAKER VACUUM PUMP VENT RISE VENT THROUGH ROOF WASTE WATER CLOSET WALL HYDRANT ZONE PLUMBING FIXTURE SCHEDULE DESCRIPTION 1 SI V iCW_IHW 4" 4" 2" I 1 V 2" 1 URINA (ADA) 2" 1 1/2" LAVATORY (ADA; 2" 1'/2" 1/2" DRINKING FOUNTAIN (ADA) SERVICE SiNK KITCHEN SIN v TO (ADA) GD-1 1 i h " FLOOR SINK 2" 1 1/2" 1/2" 3" 2" 3/ " . 4 3" 2" 2 1/2 CONNECTIONS LOCA TOON JANITORIAL ROOM 2r 1 11/4 1" t h e Y4" Y4" Y4" 34- I/ REFER TO SPECIFICATIONS. Alb 34 TEMPERED WA TER ABD AD AR PLDG OOP BOB BY CAL C CD CFM CLG COTG CO CA CONN CONT CP CI CV CW DIA DI DN DR DWBP DWG (E) EL EWC EWH ECO ED FOC IHC FHR ENV FHVC FL FLH FOA FOE FOR FOS FOV FP FP FSK FSP FS FT FU GAL GPM CV HB HCLG HD HT •W HWC ID REMARKS REFER TO SPECIFICATIONS. REFER TO SPECIFICATIONS. REFER TO SPECIFICATIONS. ELKAY, WATERSENTRY V. REFER TO SPECIFICATIONS. REFER TO SPFCIFICATIONS. ¥4 REFER TO SPECIFICATIONS. TANK CAPACITY (GALLONS) REFER TO SPECIFICATIONS. PLUMBING WATER HEATER SCHEDULE 20 77 GPH 0 807 TEMPERATURE RISE ABBREVIATIONS AUTOMATIC BAL L. DRIP AREA DRAIN ABOVE FINISHED FLOOR BUILDING BOTTOM OF PIPE BOTTOM OF THE BEAM BALANCING VALVE CALCULATION CONDENSATE DRAIN CUBIC FEET PER MINUTE CEILING CLEANOUT TO GRADE CLEANOUT COMPRESSED AIR PUMP CONNECTION CONTINUATION CIRCULATING PUMP CAST IRON CHECK VALVE COLD WATER DIAMETER DEIRONIZER DOWN DRAIN DOMESTIC WATER BOOSTER PUMP DRAWING EXISTING ELEVATION ELECTRIC WATER COOLER ELECTRIC WATER HEATER FLOOR CLEANOUT FLOOR DRAIN EIRE DEPARTMENT CONNECTION FIRE HOSE CABINET EIRE HOSE RACK FIRE HOSE VALVE FIRE HOSE VALVE CABINET FLOOR FLOOR HYDRANT FUEL OIL ALARM PANEL FUEL OIL FILL PIPING FUEL OIL RETURN PIPING FUEL OIL SUPPLY PIPING FUEL OIL VENT PIPING FUEL OIL PUMP FIRE PUMP FLOOR SINK FIRE STANDPIPE FLOW SWITCH FEET FIXTURE UNIT LOW PRESSURE NATURAL GAS GALLONS GALLONS PER MINUTE GATE VALVE HOSE BIBB HUNG CEILING HEAT DETECTOR HEAT TRACING HOT WATER HOT WATER CIRCULATION INSIDE DIAMETER WALL MOUNTED. FLUSH VALVE. REFER TO SPECIFICATIONS. WALL MOUNTED. FLUSH VALVE. REFER TO SPECIFICATIONS. WALL MOUNTED. FLUSH VALVE. REFER TO SPECIFICATIONS. REFER TO SPECIFICATIONS. IN-SINK-ERATOR, MODEL BADGER 5, 1 /2HP, 120V, SINGLE PHASE, 120V. IN-SINK-ERATOR, MODEL H-770, 115V, 6.5AMPS, SINGLE PHASE WALL MOUNTED. FLUSH VALVE. REFER TO SPECIFICATIONS. SPPLIANCF PROVIDED BY OTHERS. PLUMPFR TO MAKE FINAL CONNECTIONS. RECOVERY RATE =IN* Main SHOCK ABSORBER VACUUM BREAKER MANUAL AIR VENT VAI VF (SPECIFICATION FOR TYPE) SOLENOID VA( VE PRESSURE REDUCING VA-VE - BALANCING VALVE ---txr— VALVE WITH TAMPER SWITCH GAS COCK VALVE ECCENTRIC REDUCER (E.R.) PRESSURE GAUGE AND COCK THERMOMETER WATER FLOW SWITCH 0 0 ( Li 13:3 LACV PAV DPV_ !EPA [ RPBP • 0 MANUFACTURER & MODEL Ill A.O. SMITH, DSE-20 15KW, THREE PHASE, 480V, 18.0 AMPS. 27"H x 20 1/2" DIA. x 25" DEPTH PUMP METER AUTOMAT IC AIR VENT CHECK VALVE OS&Y (OUTSIDE SCREW & YOKE) VALVE CHECK VALVE WITH A.B.D. RELIEF VALVE MIXING VALVE 4*--- ANGLE RELIEF VALVE UNION REDUCER SLEEVE LEGEND FLOOR DRAIN, AREA DRAIN FLOOR SINK ROOF DRAIN OVERFLOW ROOF DRAIN SPRINKLER INSPECTOR TEST STATION POINT OF CONNECTION (NEW TO EXISTING) FIRE DEPARTMENT CONNECTION WALL MOUNTED FIRE HOSE VALVE FIRE HOSE VALVE CABINET FIRE DEPT. HOSE VALVE W/ CAP & CHAIN ROOF MANIFOLD SPRINKLER FLOOR CONTROL VALVE ASSEMBLY HOSE BIBB ALARM CHECK VALVE W/ ALL RELATED APPURTENANCES PRE-ACTION VALVE W/ ALL RELATED APPURTENANCES DRY PIPE VALVE W/ ALL RELATED APPURTENANCES DOUBLE CHECK VALVE BACKFLOW PREVENTER ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY UPRIGHT SPRINKLER HEAD PENDANT SPRINKLER HEAD CONCEALLED PENDANT SPRINKLER HEAD SIDEWALL SPRINKLER HEAD EXTENDED COVERAGE SPRINKLER HEAD SAN OST IW CD SPD SP ESP FOS FOR FOV MG SW NAArr-- 00 00 = SAN, VENT STACK OR DOMESTIC WATER RISER I = STORM DRAIN LEADER RISER V RISER F = FIRE STANDPIPE RISER • RISER NO. EQUIPMENT DESIGNATION EQUIPMENT DETAIL DESIGNATION — DETAIL NUMBER SHEET NOTE NUMBER REVISION NUMBER LEGEND SANITARY OR WASTE ABOVE FLOOR -- SAN -- SANITARY OR WASTE BELOW FLOOR ST STORM DRAIN PIPING OVERFLOW STORM PIPING INDIRECT WASTE CONDENSATE DRAIN DR — SPRINKLER DRAIN PIPING SUMP PUMP DISCHARGE SED SEWAGE EJECTOR DISCHARGE — SPV --- SUMP PUMP VENT FIRE WATER SUPPLY FIRE SPRINKLER PIPING COMBINED FIRE STANDPIPE SEV --- SEWAGE EJECTOR VENT FUEL OIL SUPPLY PIPING FUEL OIL RETURN PIPING FUEL OIL VENT PIPING NATURAL GAS PIPING (LOW PRESSURE) NATURAL GAS PIPING (MEDIUM PRESSURE) DOMESTIC SOFT WATER PIPING VENT PIPING DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING DOMESTIC HOT WATER RETURN PIPING EXISTING PIPING Afif>44 EXISTING PIPING TO BE REMOVED CHANGE IN PIPE ELEVATION ARROW INDICATES DIRECTION OF FLOW PITCH PIPE DOWN IN DIRECTION OF ARROW WALL HYDRANT FLOOR CLEANOUT/GRADE CLEANOUT FLOOR CLEANCUT/GRADF CLEANOUT PIPE DOWN PIPE UP BOTTOM PIPE CONNECTION TOP PIPE CONNECTION VALVE IN VERTICAL P - TRAP Y STRAINER WITH BLOW OFF VALVE FLEXIBLE CONNECTION EXPANSION LOOP SIZE --- EQUIPMENT NO. • -/-- DWG. SHEET NO. NJ 4 NOTES: 4 P-0.0 PLUMBING LEGEND AND ABBREVIATIONS _ P-1.0 P-2.0 P-3.0 P-4.0 PLUMBING ROOF PLAN SCALE: NONE COLD WATER LINE - SHUT-OFF VALVE -- TRAP PRIMER VALVE — TRAP PRIMER AIR GAP —a- 1. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 2. INSTALL TRAP PRIMER PIPING AND UNIT PER SAANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION TO DRAIN WITHOUT TRAPS IN PIPING PLUMBING FLOOR PLAN FIRE PROTECTION FLOOR PLAN PLUMBING ENLARGED PLAN TRAP PRIMER INSTALLATION po3,3t:ke 101 AIR GAP DRAWING LIST TP DEEP SEAL 'P' TRAP DRAIN BODY WITH TRAP PRIMER INLET MM. . 1111•11110011 ""INIP _P0.0 0 II 12" 30" MN. MAX. < 2-- 4 - 111 7 = - 111E111E - 111- = -da FLOOR SINK amEHE_HIL-2-- iiiE=. 47 1- 1 DIRECTION OF FLOW 4> REDUCED PRESSURE PRINCIPLE ASSEMBLY INDOOR HORIZONTAL INSTALLATION-WILKINS MODEL 975XL SCALE: NONE PO.0 qPARAIE PERMIT AND APPROVAL REQUIRED UN PERMIT SET - NOT FOR CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 2873503 PERM) T SET PROGRESS T COORDINA1101‘ SET Description SeP IIEI Flack + Kurtz Irn. 1417 Fourth AVE Suite 400 Seattle, WA 98101- 2260 Tel. (206) 342-9900 Fax. (206) 342-1901 W9P • Ome Orem A ale4 ChM Acychol PLUMBING LEGEND AND II ABBREVIATIONS Scde NTS 09.30.03 09.24.03 09 Al 22 92 5 3 Dote rine nr A OCT 0 i 2003 CIATEk • _ .......".:4....•64c-maromarillibitilbliirlilliMiamilV* 4110411111111111111 11 11 1 1 1 1 111111111111111011•11111101111111111billinothirec.. • • w 4 1 4 i UH -3 (75MBH) WILKINS BACKFL OW PREVENTER SIZE: 2 ", MODEL 975XL 1 /4 "CW MAKE -UP WATER - FOR EXPANSION TANK EXPANSION TANK (E)GAS METER TO REMAIN -\ 1r DJ CAP (E)1 "COLD WATER REMOVE AND CAP EXISTING COLD WATER LINE TO CLEAR NEW ELECTRICAL ROOM SPACE 3/4"CONDENSATE -DROP 3 /4 "PUMPED CONDENSATE SHEET NOTES NUMBERED NOTES i1 r 1. . NEW 2 "DOMESTIC WATER SERVICE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION POINT OF CONNECTION SHUT -OF VALVE(TYP.) L BY CIVIL 5' -0" , WH -1 - 3/4" DISCHARGE CONDENSATE DRAINS TO SERVICE SINK THROUGH AN AIR GAP I — _ 1"MAKE-UP WATER "NO POTABLE WATER" E)2 1/2"GAS WILKINS BACKFLOW PREVENTER SIZE: 2 ", MODEL 975XL A. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF MECHANICAL UNITS AND EQUIPMENT. 'j ALL MAKE -UP WATER FOR MECHANICAL EQUIPMENT SHALL OF LABELED "NO POTABLE _WATT R " G CAS PIPE SIZING: EXISTING GAS LOAD: CONTRACTOR TO FIELD VERIFY EXISTING UNIT HEATER GAS LOAD NEW GAS LOAD: AHU -1: 39MBH, AHU -2: 61MBH EXISTING GAS METER RATING: CONTRACTOR TO FIELD VERIFY EXISTING GAS METER CAPACITY BASED ON 350 TOTAL DEVELOPED LENGHT. VERIFY ON SITE THE DISTANCE BETWEEN LOCATION OF EXISTING GAS METER AND THE MOST REMC'E EQUIPMENT AND ADJUST PIPE SIZE TO ACTUAL DISTANCE. BASED ON TABLE 12 -3 UNIFORM PLUMBING CODE. 3 /4 "CONDENSATE - U? CD a 3 /4 "CONDENSATE (BY GRAVITY) 3 /4 "CONDENSATE -DROP i I�— z U U I I 1 '/4 "G (150MBH)j 3 / 4 "MAKE -UP WATER "NC POTABLE WATER" - 3 /4 "CW-DROP HEAT TRACE EXPOSED COLD WATER PIPING 1 /2 "TRAR PRIMER LINE / t 1 "GAS -UP # TO AC UNIT (75MBH) 1 /2 "CW -DROP TO TRAP PRIMER VALVE TRAP PRIMER VALVE 2 "V -DN 2 g-1 1 "CONDENATE (BY GRAVITY) 3 /4 "MAKE -UP TO COOLING TOWER 3/4 4 G 3 /4 "MAKE -UP WATER "NO POTABLE WATER" - ._.: 11 3 /4 "CONDENSATE -DROP COOLING TOWER CD UH -2 (50MBH) 1 "PUMPED CONDENSATE ,r CRAC UNIT 1 "CONDENATE (BY GRAVITY) 3 /4 "PUMPED CONDENSATE 1 IrS 3 /4 "PUMPED CONDENSATE • CD (E)UNIT HEATER TO BE REMOVED • I ; 1 "CONDENA - E (BY GRAVITY) 1— z U U y .1 O 77 - -±► /z "MAKE -UP WATER "NO POTABLE WATER" i "CONDENSATE -UP 1 1 /4 "GAS -UP AC UNIT I T (100MBH) - -+ CRAC UNIT 0 • CRAC UNIT I 1'/ "G 4 '/2 "MAKE -UP WATER -DROP } 3 /4 "PUMPED CONDENSATE el 3 /4 "CONDENSATE -DROP rr 1 r + i i I ` I 3 /4 "CONDENSATE -DROP ' (E) "GAS (:4 ;,H a(x.)0P UPS 4 3 /4 "CONDENSATE DROP 1 /2 "MAKE -UP WATER -DROP ►11P UP -.m- neaxrn i CD } -440. -- 3 /4 "PUMPED CONDENSATE A *7 MA i ;;;rY I I '/2 "MAKE -UP WATER "NO POTABLE WATER" 3 /4 "PUMPED CONDENSATE —1 RELOCATED (E)UNIT HEATER Uh -4 (75MBH) , Ii • tr 1 /2" -- 0 . 1 t,;AL•r .. . r.A.( 1 C. ' 3 /4 ' CUNDENSATE -DROP e r , • UH- 1 (25•BH) 00/ j • t r -- tRAC UNIT I. r • • :h- ,;-= 0 72 "MAriL -UP "r WATER -DROP ,\___ A / A l ti / SI PARATE PE.RMfl AND APPROVAL RUPRED ATCH EXISTING GAS PIPE SIZE / UNISYS UNISYS Gateway North, Building 7 1161 East Marginal Way S. Tukwila, WA 98168 PERMIT SET - NOT FOR CONSTRUCTION Na 28235100 PERM" SET PROGRESS SET COORDINAI1ON SET Description Geri PLUMBING FLOOR PLAN S PUN 4 Flack + Kurtz Inc. 1417 Fourth AVE Suit: 400 Seattle, WA 98101- 2261 Tel. (206) 342 -9900 Fox. (206) 342 - -990 h i WV A o.. "+•ti Op ow Afford lode YE=T 09.30.03 09.24.03 09/0933 Date eXTVCP "''Nnl A OCT 0 1 2003 pEkM11 ,:Eh rEl. ,1 Is 4, f' - T . • 1:t L a . • • A • • • : • - •Tr • / . • J . J • • y t i .tr_ TO E f • • • • I • •-444 F t4:.:t #: • - - 4 1— , :+ $ r - - H. Y J... ...,M_ ; 'i- ' . ._ . 4.,...i_.4-4-.1-.-4---4-- - i .. i- • { - -N- }. 1 . . •_ -• 44" t -1.. T:_:f 7+f. - ... . 4.. i. 'T. r . 4 .L..,. r-t-. . I f ..... • . • j.., 4 .. } _; • C _ . t • _ , 1_ ,.y ._--., - -t• - — } :f& t1 4 - 4 -:,- - r.. I t i�e•:.1 .� :L.:, + m:- i1 --r:. 4' 7...Yt 1. a: .. .... ;1 4+ - ;+.}:. k : } ► * *0. •}�•••�^ 11. �..., ..�• + 44.4 •M •a'1. -. ai...• •^. A► j j ••�•'h .+ .••• , - - it , -.. 0 .4--4 '11 +:.- 4.t - w - w - « ••4. •...: - • all , - 1 IM , - Y • 11 ♦:•. °►� s w . • • ,, tt 41-4. .144•14144.444.• ''""1:6t,i441.4.1.74 .. .,,..,�. ..r.. • 4. . t-si •$ I,. .. I. -.. e / E • • • . • • -0 Ai • I. • f • A• A, , f • • • A • (E)FIRE HOS BE REMOVEC i 4 ... • A • j i A 4 . • ( 0 ) • w. . • rh • /d a • .... 3; IC N 4- q pii;,,,'..*‘,4+, w4:4.. it 680 L �-� . f ..........,...,, E tW,s!tr, A.e? ;slaw L•' 4- • A S • • ik • • 1 • • • e • • / i A / /i • . _._..�!. SHEET NOTES A. SPRINKLER SYSTEM SHALL BE FULL— BUILDING WET SYSTEM. B. RUN SPRINKLER PIPING ABOVE CEILING. C. CONTRACTOR SHALL PROVIDE COMPLETE FIRE PROTECTION SYSTEM. REFER TO SPECIFICATION SECTION 15470 FOR FIRE PROTECTION SYSTEM INFORMATION. 0. CONTRACTOR SHALL LOCATE SPRINKLER HEADS, SIZE, LAYOUT SPRINKLER PIPING AND PROVIDE HYDRAULIC CALCULATIONS 10 SUPPORT NEW SPRINKL R SYSTEM. E. COORDINATE SPRINKLER HEAD LAYOUT AND PIPING WITH LIGHTING, HVAC AND ALL OTHER TRADES. F. INSTALL SPRINKLERS ABOVE AND BELOW CEILING. G. CONTRACTOR SHALL FIELD VERIFY EXISTING TYPE OF SPRINKLER HEAD. NEW SPRINKLER HEADS BELOW AND ABOVE CEILING SHALL BE THE SAME MANUFACTURER. G. MIXING BRANDS AND TYPES WITH DIFFERENT K FACTOR IS NOT ALLOWED. H. CONTRM ^TOR SHALL FIELD VERIFY DOUBLE DETECTOR CHECK VALVE ASSEMBLY LOCATION. L THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL FIRE PROM, ,'ON ASSOCIATION STANDARD 9 13. NO SPRINKLER PIPING SERVING AREAS OUTSIDE ANY ELECTR CAL ROOM SHALL BE ROUTED THROUGH ANY ELECTRICAL 90011. (E)SPRINKLER DRAIN (E)CHECK VALVE (E)POST INDICATING VALVE ( E)FIRE DEPARTMENT CONNECTION (E)8 "FIRE MAIN ' I} -!'—' (E)SPRINKLER BRANCHES(TYF.) � • 41)192) 013 SPRINKLER HEADS IN ALL AREAS SHALL BE COORDINATED WITH THE ARCHITECT, REFLECTED CEILING PLAN, LIGHTING FIXTURES AND MECHANICAL DIFFUSERS PRIOR TO INSTALLATION HE CONTRACTOR SHALL PROVIDE CURRENT FLOW DATA. ONFIRM FLOW DATA PRIOR TO DESIGN AND LAYOUT OF FIRE PROTECTION SYSTEM. EXISTING WATER PRESSURE INFORMATION: HYDRANT FLOWED: FLOW (GALLONS PER MINUTE): RESIDUAL PRESSURE: TATIC PRESSURE: AIN: EST LOCATION: -. 'ARATE P.RMIT AND tiPPROVAL R:ViRED Issue Deal At U N I S Y S 2 PERMIT SET - NOT FOR CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERw4I T SET PROWESS SET COORDNA TION SET Description Flack + Kurtz Inc. EI 1417 Fourtr, AVE Suite 400 Seattle, WA ' ?101- 2260 Tel (206) 342 -1900 Fox. (206) 342 -y?01 /IMP 111111 Ono mom" Oed JES Qom *mg YI6=T-Y 09.30.03 09.24.03 09 ,41203 Dote cov OCT A 1 2003 PE F &4 7 ,:ENTER FIRE PROTECTION FLOOR PLAN PUN ice.. .. Jammai - N 4$ • • f E. r. SHEET NOTES A. SEE ARCHITE CTURAI DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF A -L NE% PLUMBING FIXTURES. O. ALL PLUMBIP C FIXTURES AND KITCHEN EQUIPMENT EXCEPT AS SPECIFIED HEREIN SHA .L BE SPECIFIED BY THE ARCHITECT. C. FIELD VERIF r LOCATION, AND EX I END OF EXISTING PIPING ADJUST PORTS OF CONNECTION OF NEW TO EXISTING PIPING ACCORDINGLY. PROVIDE FILTERED 1 "CW STUB -OUT FOR COFFEE MAKER. CONNECT 1 /t "CW TO WATER FILTER AND CONNECT TO COFFEE MAKER. MAKE PIPE CONNECTIONS IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO INSTALL INSTA -HOT UNDER SINK. MAKE PIPE CONNECTIONS IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. G. CONNECT 1/2"CW iINF FROM SINK COLD WATER SUPPI'r AND CONNECT TO HOT WATER MACHINE. H. ACCESS PANEL FINAL LOCATIONS SUBJECT TO ARCHITECT'S APPROVAL. NUMBERED NOTES O EWH -1 . REFER TO WATER HEATER SCHEDULE, DWG P0.0. COORDINATE EXACT LOCATION OF WATER HEATER WITH ARCHITECT. PROVIDE WITH DRIP PAN AND THERMAL EXPANSION TANK. DISCHARGE TEMPERATURE RELIEF VALVE TO FLOOR SINK THROUGH AIR GAP. O ALL PIPING BELOW FLOOR SHALL BE COORDINATED WITH EXISTING FOOTINGS. REROUTE PIPING AS REQUIRED TO CLEAR EXISTING BOILING FOOTINGS. CONTRACTOR TO FIELD VERIFY EXISTING SANITARY LOCATION, SIZE, CONDITION AND INVERT ELEVATION. SEWAGE EJECTOR PUMP MIGHT BE REQUIRED IF EXISTING INVERT ELEVATION OF SANITARY LINE IS HIGHER THAN NEW INVERT ELEVATION. V 2 "V -RISE, 4"SAN, 1 1 /4 "CW(TYP.OF6) TRAP PRIMER VALVE WITH ACCESS PANEL CONNECT TO EXISTING SANITARY SYSTEM. TRAP PRIMER VALVE WITH ACCESS PANEL (TYP.) 4 "SAN -ON BELOW FLOOR E H,1 MOUNTED ON SHELF DRIP PAN 1 /2 "TRAP PRIMER LINE (TYP.) FOR PLUMBING WORK AT THIS AREA REFER TO DWG P--1.0 I i 7• i 3 /4 "HW & 3 /4 "CW -DROP ,FD -1 4 FIELD ROUTE AND CONNECT TO EXISTING VENT SYSTEM. CONTRACTOR TO FIELD VERIFY SIZE AND EXACT LOCATION POINT OF CONNECTION 1 1/2"V- RISE, 2 "SAN, 1 /2"HW & 1 /1 "C (TYP.OF 4) • / i i I WCO � .;J 1 "HW -DROP 2 "CW -DROP HUT -OFF VALVE (TYP.) Q w ' . ,, ,- i; _,S /2 V RE, 2 SAN, "CW (TYP.OF2) : 3 " AMMINIUM te 1 /2 DROP TO TRAP PRIMER VALVE w WINA 2 "V -DN EW -1 V -1 IIIMMMINEN 2" ; .. 2" i 1 3 /4 WCO OF -1 1 /2 "CW- STUBOUT FOR COFFEE MAKER SEE DRAWING P -1.0 r _ •._ • • � I R r .r\K / ,I j \(/ , \ \ , /' ;\ 1 /2 "CW -DROP I ' /2 "V -RISE, 2 "SAN 2 "SAN -DROP BELOW FLOOR ommosmis 3 /4 "CW — DROP WF -1 • '. `IE i C. WCO SSI 1 GO -1 1 /2 "HW -DROP . -_•_ -. 1 1/2"V -RISE, 2 "SAN -DN, liNW & licw , 2 SEE DRAWING P -1.0 • U) 0 t • • 1. '.rPMFATE PERMIT AND APPROVAL REQUIRED U NISY S PERMIT SET NOT FOR CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PKOGRESS SET COGRaNA 11ON SE T Issue Uescri ikon Clam Ai God tb No 235 ON fP * � I Sy �► -itI 'fi I EJWIRES 1/?3'W PLUMBING ENLARGED PLAN 4 Flack + Kurtz Inc. 11E)11 0. 1417 F ;,urth AVE Suite 400 YAP Seattle, «A 98101-2260 Td. (206) .542 -9900 Fox. (206) 342 -9901 Afatm. f 09.30.03 09.24.03 09/@933 Dote err., c 4v r. OCT 0 1 ?0 PERAMr Over Aitposi fcde $' "H7 (E) ROOF ACCESS HATCH 0 3 /4 "CD -DN 10G-DN (75MBH) AC -1 UNIT REFER TO MECHANICAL ROOF PLAN FOR EXACT LOCATION 1'CD -DN .. { if 1/4 G DN (100MBH) AC -2 UNIT REFER TO MECHANICAL ROOF PLAN FOR EXACT LOCATION • . I L (E) SKYLIGHTS TO REMAIN (TYP) E;$1) o • • j [ PARATE PERMIT AND PPROVAL '?EQUSRED UNISYS Gateway North, Building 7 1.621 East Marginal Way S. Tukwila, WA 98168 Issue Dwvipt lie UNISYS PERMIT SET - NOT FOR CONSTRUCTION PEFIAIIT SET PROGRESS SET COORG'NAt1C14 SET PLUMBING ROOF PLAN 4 Flack + Kurtz Inc. 1417 Fourlc AVE Suite 400 Seattle, WA 98101-2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 ` WBp 1111/11 a.. I..., w � � ti\o T ,. • ow 'Am,„ 477 4. ( : pSTb t IEXPIRES 1i2WG4 09.30.03 09.2 4.03 MA1E933 Dote Ram o Omer *sad tb tVo 21323500 Sale y8-Tii y A OCT 0j 2003 �M * _4' - ...f�.M.•' �r : Mf1CI.'!t. i�>L ��'7r' .' '_ . ..� LIGHTING LEGEND ABBREVIATIONS LEGEND 0 AFF ABOVE FINISHED FLOOR LIGHTING FIXTURE, WALL MOUNTED MCI ARC FAULT CIRCUIT INTERRUPTER ELECTRIC DEAD BOLT AIC AMPERES INTERRUPTING CAPACITY LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN, WALL MOUNTED AF /AS I I AMPERE RATING OF FUSE /SWITCH Q AT /AF 0 AMPERE RATING OF CIRCUIT BREAKER TRIP /FRAME HOLDUP A ARM STATION A/V AUDIO /VISUAL DURESS ALARM STATION BMS WALL WASHER, CEILING MOUNTED BUILDING MANAGEMENT SYSTEM o--0 0-0-0 CKT CIRCUIT LIGHTING FIXTURE SUBSCRIPTIONS: NUMBER INDICATES CIRCUIT, LETTER ; NDICATES SWITCH CONTROL CL 21 Ia CENTERLINE �+ CCTV CAMERA DPDT , DOUBLE POLE DOUBLE THROW A OPST DOUBLE POLE SINGLE TP,PCW EXIT SIGNS (1) ' EXISTING TO REMAIN EXIT SIGN, WALL MOUNTED E(' CID EMPTY CONDO!T V ECC EXI1 SIGN, RECESSED IN WALL ENGINEER'S CONTROL CENTER 0 P ELEV ELEVATOR EXIT SIGN, LOW LEVEL, RECESSED IN WALL EMT ELECTRICAL ME -ALLIC TUBING IC M FBO FURNISHED 8" OTHERS 0 FCC FIRE CONTROL CENTER GFI GROUND FAULT INTERRUPTER GND GROUND IG ISOLATED GROUND MCP MOTOR CIRCUIT PROTECTOR MCS MOTOR CONNECTION SCHEDULE MIC MINERAL INSULATED CABLE (N) NEW NC NORMALLY CLOSED NC NORMALLY OPEN NTS NOT TO SCALE PVC POLYVINYL CHLORIDE CONDUIT (R) EXISTING TO BE RELOCATED RAC RIGID ALUMINUM CONDUIT RSC RIGID STEEL CONDUIT SCC - SECURITY CONTROL CENTER SPDT SINGLE POLE DOUBLE THROW SPST SINGLE POLE SINGLE THROW TEL TELECOM TYP TYPICAL UON UNLESS OTHERWISE NOTED WP WEATHERPROOF WT WATERTIGHT (X) EXISTING TO BE REMOVED XP EXPLOSION PROOF LIGHTING LEGEND 0 LIGHTING FIXTURE, CEILING MOUNTED LIGHTING FIXTURE, WALL MOUNTED EL LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN, CEILING MOUNTED ELECTRIC DEAD BOLT l LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN, WALL MOUNTED ML I I a. Q LIGHTING FIXTURE CONNECTED TO EMERGENCY POWER SYSTEM 0 wog" HOLDUP A ARM STATION LIGHTING FIXTURE, CONTINUOUS ROW, CEILING MOUNTED T DURESS ALARM STATION D WALL WASHER, CEILING MOUNTED o--0 0-0-0 LIGHTING FIXTURE(S), POLE MOUNTED LIGHTING FIXTURE SUBSCRIPTIONS: NUMBER INDICATES CIRCUIT, LETTER ; NDICATES SWITCH CONTROL MD 21 Ia CEP CCTV CAMERA LIGHTING TRACK WITH FIXTURES, LENGTH APPROXIMATELY AS SHOWN KEY PAD F__ -_,, A LIGHTING FIXTURE TYPE DESIGNATED BY LETTER INSIDE HEXAGON CARD READER EXIT SIGNS ARROWS AS SHOWN, ILLUMINATED FACE AS INDICATED BY SHADING, CONNECT TO EMERGENCY POWER SYSTEM 1 EXIT BUTTON EXIT SIGN, WALL MOUNTED CID EXIT SIGN, CEILING NOUN rED V R EXI1 SIGN, RECESSED IN WALL DOOR ALARM HORN 0 P EXIT SIGN, PENDENT MOUNTED Op t. EXIT SIGN, LOW LEVEL, RECESSED IN WALL SECURITY LEGEND ELECTRIC STRIKE ES ELECTRIC LOCK EL ELECTRIC DEAD BOLT ED ELECTROMAGNE TIC LOCK ML MAGNETIC DOOR SWITCH DS HOLDUP A ARM STATION HU DURESS ALARM STATION D MOTION DETECTOR, CEILING MOUNTED MD MOTION DETECTOR, WALL MOUNTED MD CEP CCTV CAMERA KEY PAD K CARD READER CR EXIT BUTTON EX VIBRATION ALARM V DOOR ALARM HORN DA INTERCOM SUBSTATION IC INTERCOM MASTER STATION IC M 4 SINGLE RECEPTACLE OUTLET: 125V, 15A AI I SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATE COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 125V, 15A P COMBINATION DOUBLE DUPLEX RECEPTACLE/ TELECOM OUTLET: 125V, 15A TELECOM OUTLET POWER CONNECTION TO ELECTRIFIED J FURNITURE SYSTEM TELECOM CONNECTION TO ELECTRIFIED FURNITURE SYSTEM FLOOR BOX LEGEND POKE THROUGH PEDESTAL DUPLEX RECEPTACLE OUTLET: 125V, 15A POKE THROUGH FLUSH RECESSED FLUSH DUPLEX RECEPTACLE OUTLET: 125V, 20A DOUBLE DUPLEX RECEPTA :LE OUTLET: 125V, 1SA COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 125V, 15A SINGLE RECEPTACLE OUTLET: 125V, 15A DUPLEX RECEPTACLE OUTLET: 125V, 15A DUPLEX RECEPTACLE OUTLET: 125V, 20A DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A COMBINATION DUPLEX RECEPTACLE /TELECOM OUTLET: 125V, 15A COMBINATION DOUBLE DUPLEX RECEPTACLE/ TELECOM OUTLET: 125V, 15A TELECOM OUTLET RAISED FLOOR ACCESS BOX, COMBINATION DOUBLE DUPLEX RECEPTACLE /TELECOM: 125V, 15A 4, S U. 0 V TELECOM OUTLET TELECOM CONNECTION TO ELECTRIFIED FURNITURE SYSTEM r -- T $2 $3 $4 F $H K $ MC $ $ W SPRING WOUND TIMER SWITCH D OS Os OS (IP p C gl) g IG IGS ql) WP TP ( IP 6 ..• ... • .• • .. • :' IG s o IGS AV CT TV WIRING DEVICE LEGEND SINGLE RECEPTACLE CUTLET: 125V, 15A DUPLEX RECEPTACLE OUTLET: 125V, 15A DUN EX RECEPTACLE OUTLET: 12W, 15A, TOP HALF SWITCH'::D - * - DUPLEX RECEPTACLE OUTLET: 125V, 20A DOUBLE DUPLEX RECEPTACLE OUTLET: 125V, 15A TRIPLE DUPLEX RECEPTACLE OUTLET: 125V, 15A SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS INDICATED CLOCK RECEPTACLE OUTLET: 125V, 15A POWER CONNECTION TO ELECTRIFIED FURNITURE SYSTEM PUSHBUTTON SINGLE POLE SWITCH DOUBLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH TRANSFER FAN SWITCH ILLUMINATED HANDLE SWITCH KEY SWITCH MOMENTARY CONTACT SWITCH PILOT LIGHT SWITCH WALL DIMMER LOW VOLTAGE SWITCH PHOTOCELL LINE VOLTAGE SHUT OFF SWITCH OCCUPANCY SENSOR, WALL MOUNTED 2 WAY OCCUPANCY SENSOR, CEILING MOUNTED 1 WAY OCCUPANCY SENSOR, CEILING MOUNTED CORRIDOR OCCUPANCY SENSOR, CEILING MOUNTED WIRING DEVICE SUBSCRIPT LEGEND AC = ABOVE COUNTER C - CEILING MOUNTED GFI = GROUND FAULT INTERRUPTER IG .- ISOLATED GROUND IGS = ISOLATED GROUND SURGE SUPPRESSOR WP = WEATHERPROOF a - LOWER CASE LETTER INDICATES SWITCH CONTROL 6 = NUMBER INDICATES CIRCUIT NUMBER IG - ISOLATED GROUND (ONE OF DOUBLE DUPLEX) 1GS - ISOLATED GROUND SURGE SUPP- RESSOR (ONE DOUBLE DUPLEX) a - LOWER CASE LETTER INDICATES SWITCH CONTROL RACEWAY LEGEND CONDUIT CONCEALED ABOVE CEIUNG OR WITHIN WALL CONDUIT BELOW GRADE OR EMBEDDED WITHIN SLAB CONDUIT UP CONDUIT DOWN CONDUIT STUBBED OUT WITH BUSHING CONDUIT STUBBED OUT AND CAPPED AUDIO /VISUAL SYSTEM RACEWAY CABLE TRAY GROUNDING SYSTEM RACEWAY FA FIRE ALARM SYSTEM RACEWAY SECURITY SYSTEM RACEWAY TELECOM SYSTEM RACEWAY TELEVISION SYSTEM RACEWAY it CONDUIT HOMERUN PHASE CONDUCTOR(S) GROUNDING CONDUCTOR 4 r� IL- ISOLATED GROUNDING CONDUCTOR NEUTRAL CONDUCTOR V Q L] 0 E: a FSD [ FACP I FARP I FATC I I FARA I I FTS I I vcS J FCIP I FPSP I I GSP 1 FIRE ALARM LEGEND MANUAL PULL STATION FIRE ALARM BELL SMOKE DAMPER AREA SMOKE DETECTOR, CEILING MOUNTED AREA SMOKE DETECTOR, WALL MOUNTED 5� DUCT TYPE SMOKE DETECTOR OH HEAT DETECTOR, CEILING MOUNTED BEAM DETECTOR: R - RECEIVER, T = TRANSMITTER SPRINKLER WATER FLOW SWITCH SPRINKLER TAMPER SWITCH FIRE ALARM SPEAKER; CEIUNG MOUNTED FIREFIGHTER'S PHONE JACK EMERGENCY TELEPHONE MAGNETIC DOOR HOLDER FIRE /SMOKE DAMPER FIRE ALARM REMOTE PANEL FIRE ALARM TERMINAL CABINET (F� FIRE ALARM SPEAKER; WALL MOUNTED 4 VISUAL ALARM; WALL MOUNTED F� FIRE ALARM HORN; CEILING MOUNTED FIRE ALARM HORN: WALL MOUNTED COMBINATION FIRE ALARM HORN /VISUAL ALARM: WALL MOUNTED FIRE ALARM AND CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR FIREFIGHTER'S TELEPHONE SYSTEM VOICE COMMUNICATION SYSTEM FIREFIGHTER'S CONTROL AND INDICATING PANEL FIRE PUMP REMOTE STATUS PANEL GENERATOR REMOTE STATUS PANEL m ATS, CPC, DPH, DPL, DSH, DSL, MCC OR �k--T MS: SIZE APPROXIMATELY AS SHOWN. DOUBLE LINE INDICATES FRONT. SURFACE MOUNTED LPH, LRC, MP OR TC: C� SIZE APPROXIMATELY AS SHOW MEI POWER LEGEND RECESSED MOUNTED LPH, LRC, MF OR TC: SIZE APPROXIMATELY AS SHOWN SURFACE MOUNTED LP: SIZE APPROXIMATELY AS SHOWN RECESSED MOUNTED LP: SIZE APPROXIMATELY AS SHOWN TB: LENGTH APPROXIMATELY AS SHOWN CABLE TAP BOX STEP DOWN TRANSFORMER GENERATOR AUTOMATIC TRANSFER SWITCH Cam' HEAVY DUTY DISCONNECT SWITCH HEAVY DUTY DISCONNECT SWITCH WITH FUSE MOTOR STARTER $ MD MS °0 $ PS L:J El - 0 » _ D [ GFR I r-rv\ $ SC �i COMBINATION MOTOR STARTER /DISCONNECT PULL BOX MOTORIZED DOOR CONTROLLER (FBO) MOTORIZED SHADE CONTROLLER (FBO) POWER OFF SWITCH PROJECTION SCREEN CONTROLLER (FBO) SPEED CONTROLLER (FBO) THERMAL OVERLOAD /DISCONNECT SWITCH QM MOTOR CONNECTION �J JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED SPLICE BOX GROUND BUS CABINET '^ CIRCUIT BREAKER MCC-1A -- POWER SOURCE RAWOUT TYPE CIRCUIT BREAKER CIRCUIT BREAKER IN ENCLOSURE CURRENT TRANSFORMER COMPARTMENT AND KWH METER ROUND FAULT SENSOR GROUND FAULT RELAY NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT RELAY OR CONTACTOR: CONTACTS SHOWN WITH COIL DEENERGIZED TRANSFORMER r 5 \ ROTARY SWITCH PILOT LIGHT: A = AMBER LIGHT, G = GREEN LIGHT R = RED LIGHT, Y = YELLOW LIGHT SF -1 - EQUIPMENT DESIGNATION SWITCH EQUIPMENT NAMING LEGEND E ATS UPS CPC DPH DPI DSH DSL LP LPH LRC PNL MS TB TC A / 1,3,5 — CIRCUIT NUMBER(S) FIRST OF THIS TYPE ON FLOOR FLOOR LEVEL ATS CPC DPH DPL DSH DSL LP LPH LRC PNL MS T TB TC AUTOMATIC TRANSFER SWITCH COMPUTER POWER CENTER DISTRIBUTION PANEL 277/48DV DISTRIBUTION PANEL I20/208V DISTRIBUTION SWITCHBOARD 277/480V DISTRIBUTION SWITCHBOARD 120/208V BRANCH CIRCUIT PANELBOARD 120/208V BRANCH CIRCUIT PANELBOARD 277/480V LIGHTING RELAY CABINET BRANCH CIRCUIT PANELBOARD 277/480V MAIN SWITCHBOARD TRANSFORMER TELECOM BACKBOARD TELECOM CABINET f EMERGENCY POWER l UPS POWER E -0.0 E -0.1 E -0.2 1-1.0 1-2.0 1-3.0 E -4.0 E -5.0 E -6.0 DRAWING LIST ELECTRICAL LEGEND AND ABBREVIATIONS ELECTRICAL SCHEDULES AND ENERGY CAL CULATIONS ELECTRICAl DISTRIBUTION AND PANELBOARD SCHEDULES ELECTRICAL SITE PLAN ELECTRICAL POW' R AND SIGNAL PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL ENLARGED PLANS ELECTRICAL RISER DIAGRAMS ELECTRICAL DETAILS 4 f,) ce)) t9e) 4 r , ' PARATE PERMIT AND APPROVAL REWIRED • UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 �Ob Na =DJ PERMIT SET - NOT FOR CONSTRUCTION PERMI1 SET PRLGRESS SET COOFt'TINA 10N SET Issue Descriptor Flack + Kurtz Inc. 15)1 1417 Fo,;-th AVE Suite 400 Seottle. WI 98101-2260 Tel. (206) 342 -9900 Fax. (206) 34i 9901 `MP . 09 30.03 09.24.03 09,0933 Dote NE '. wq OCT o1 2003 PE' MT .;EA, Doom Ai Omi Owner *root Sole MTS ELECTRICAL LEGEND AND we ABBREVIATIONS N • 1 FPT -7 FPT -8 FPT -10 FPT -11 FPT -12 FPT - 14 FPT -15 FPT -16 FPT -17 M CT -1 20 M CT -2 20 U CWP - 10 AHU - 1 AHU -2 CRAC -1 CRAC -2 CRAC -3 CRAC - 4 M CRAC - 5 M CRAC -6 M CRAC -7 M CRAC -8 CWP -2 10 PRINTER -1 PRINTER -2 PRINTER -3 18.86 15.05 8.55 HP FLA KVA iVOIT AGE 480 3 (N)EDPH -1 SPC I 1 0 C- 3/6 &1 #10GND EMERGENCY 480 3 (N)EDPH - VFD MCS STAND -BY PUMP 480 (N)EDPH -1 VFD MCS 0.113 120 0.083 120 277 1 I (N)ELPH -1 FWS 480 1 3 208 1 120 1 EQUIPMENT CONNECTION SCHEDULE 3 (N)EDPH 1 3 i (N)EDPH -1 (N - (N)LP- 1 (N)LP - (N)LP- 1 (E)PNL - (N)ELP -1A ( N)ELP -1A (N)ELP-1A (E)PNL - 1 (E)PNL - 1 fWS 1.5 "C -S #1 &1 #8GND rWS I 2 "C- 3/1/01(1,6GND FWS J 1"C-316&I#1OGNL, EMERGENCY FWS "C-3j6&1 #1 OGNO EMERGENCY 1 "C- 3/6 &1 #10GND 12.72 480 3 (N)DPH -2 I SPC 13.61 277 1 . (E)PNL -1 SPC 1 (E)PNL -1 SPC SPC 12.53 277 1 (E)PNL -1 SPC 11.51 480 3 ! (N)DPH -2 SPC 12.96 480 3 ! ( N)DPH- 2 rspc 21.85 480 3 ; (N)DPH -2 SPC 1 1/4 "C -3/4 &1 18GND EMERGENCY 1 1/4 "C- 3/4&1 #8GND EMERGENCY 1 1/4 "C- -3/4&1 #8GND 1 /2 "C- 2 #10 &1 /10GND EMERGENCY 1/2 "C- 2/10 &1 /10GND EMERGENCY 1/2 "C- 2/12 &1 /12GND 1/2 "C- 2/12 &1 #12GNC' 1/2 "C- 2/12 &1 /12CND 1/2 "C- 2 #12 &' #12GND 1/2 "C- 2 111 &1 #12GND 1 / 2''C -2# 12& 1 # 12GND 1/2 "C- 2 #12 &1 /12GND FR 1,'2 "C- 2 #12 &1 #12GND FR 1/2 "C- 2/12 &1 /12GND SPC 1/2 "C- 2 #10 &410GND SPC 1/2 "C- 2 #12 +1 #12GND SPC 1/2 "C- 2 #10 +1110GND SPC 1/2 "C- 3 # &1 11OGND 1/2 "C- 2 #12 +1 /12GND SPC 1/2 "C- 2 #10 +1 /10GND - 1/4 "C -4 #4&1 #8GND -1/4"C-4j4&1 #8GND 1 - 1 /4 "C- 4/4&1 #8GND 1/2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #10 &1 #10GND 1/2 w C- 4 # &1 #12GND , 1/2 "C 2 #12 &1 #12GND 1 /2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #12 &1 #12GND 1/2 "C- 2 #12 &1 #12GND 1 /2 "C - 2 #12 &1 #12GND 1/2 "C- 4 #12 &1 /12GND 1/2 "C- 4 #12&1112GND 1/2 "C -4 #101(1 /1 OGND 1 "C- 4 118 &1#10GND I (N)DPH -2 SPC (E)PNL -1 SPC 1/2 "C- 29 1 #10GND (E)PNL -1 SPC 1/2 "C- 2 #12 &1 #12GND 5.77 277 (E)PNL -1 SPC 1 /2 "C -2 #' 21(1 #12GND 17.05 480 (N)DPH -2 SPC 1 "C -4 #8& 1 #1 OGND 10.00 277 (E)PNL -1 SPC 1 /2 "C -2# , 21(1 #12GND 1 /2 "C- 3#121(1 #12GND REMARKS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 • UNISYS PERMIT SET 09.30.03 PROGRESS SET COORDINATION SET 1417 Fourth AVE Suite 400 Seattle, WA 98 -2260 lei (206) 342 Fax. (206) 342 -9901 illpW A WI O.q.q.7 09.24.03 09711933 ELECTRICAL SCHEDULES AND ._ ENERGY CALCULATIONS Lighting Summary Washington State Nonresident',I Energy Code Compliance Forms Project Info Project Descri.tior PROJEC, NAME TUKWILA, WASHINGTON 98168 Applicant Name: UNISYS REGIONAL PROCESSING CENTER Applicant Address: ? ?? Applicant Phone: ??? Compliance Option L Prescriptive E Lighting Power Allowance U Systems Analysis (See Qualification Checklist, Indicate Prescriptive A LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) No changes are being made to the lighting ri Less than 60% of the fixtures are new, and installed lighting wattage is not being increase Maximum Allowed Lighting Wattage (Interior) Location (floor /room numbed__ GROUND FLOOR Occupancy Description GATEWAY NORTH, BUILDING 7 11621 EAST MARGINAL WAY SOUTH New Building L; Addition FACTORIES, WORKSTATIONS, HANDLING AREAS From Table 15 including all exceptions taken from footnotes. Proposed Lighting Wattage (Interior) Location (EIr, room no.} 1 _MAIN FLOOR 'TYPE Fl MAIN FLOOR I TYPE F2 MAiN FLOOR TYPE F3 MAIN FLOOR TYPE F 4 MAIN FLOOR TYPE FS Location Covered Parking Open Parking Outdoor Areas BIdg.(by facade) Bldg .(by perim) N/A N/A 1994 Washington State Nonresidential Energy Code Compliance Form Fixture Description - _FLUORESCENT - _FLUORESCENT - FLUORESCENT - FLUORESCENT - FLUORESCENT To Proposed WaHs ^lay not exceed Tota' Allowed Wags or inter o• Maximum Allowed Lighting Wattage (Exterior) Description Note: for Du::cing exterior, choose either the f000de oreo or Me perimeter method, but not both Proposed ' . htin• Watt() • a (Exterior Location Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Exterior. 4 • Alteration Date: 9/17/03 For Building Department Use Allowed Watts per square foot 1.5 28086.0 42129.0 Number of Fixtures 294 240 4 11 Area in S.F. Total Allowed Watts l 42129 ('May not exceed Total Watts for Interior) Watts/ Fixture 89.6 27.0 64.0 42.0 32.0 Allowed watts Area in ft2 der ft2 or key If or If for perimeter 0.2 Wft2 0.2 W /ft2 0.2 W /ft2 0.25 W /ft2 7.5 W/i f 'Ma not exceed Total Watts for Exterior Number of Fixtures NOTE: This form is intended for energy code compliance purposes only. The contractors is still responsible for establishing the exact number of each type of fixture on this project. This form shall not be utilized for such purposes. Allowed by Area Watts Proposed 26342.4 6480.0 256.0 462.0 64.0 LTG -SUM April, 1994 Iota Proposed Watts i 3604.0 Total A;I;,wed Watts Allowed watts Areo 0 0 0 Watts/ Fixture 0 Total Proposed Watts Watts Pro•. ed 0 0 0 Prescriptive Spaces , Occup(n j Qualification Checklist Ligotinq F Note: If occupancy type is "other" and future answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not ,auotified. do IPA Cakulations Warehouses, storage areas or aircraft storage hangers Other Check here if al least 95% of the fixtures in the space meet all four criteria: 1. Fixtures ore fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, 1 -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts .^.4411, °.►.9'.. r •s +1T .s+..,AM !w' fir. \^r .1,v.,re • MOTOR CONNECTION SCHEDULE: 480V -•3 PHASE HP 1/2 3/4 1 30 1 1/2 30 2 30 3 30 5 30 F 1/2 30 10 30 15 30 20 60 25 60 30 60 40 100 50 100 60 200 75 200 100 200 125 400 150 400 200 400 SWITCH AMPS 30 30 "7' rt 00.111Ki pow;/yw�,;�i,t,! A11E FUSE AMPS 1.125 1.6 2 2.8 4 5.6 9 15 17.5 25 35 40 45 60 80 90 1 150 200 2 300 BRANCH CIRCUIT 15C 150 150 1SG 15G 15G 20G 20G 200 30G 400 50G 50G 70G 90G 1 0 OG 1 2 5G 1 7 5G 200G 225G 300G STARTER SIZE NimA 1 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 5 DEFER TO WIRING SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS 1 1 1 .4 E E E E E E E E E E E E E E E E M TF - M TF - M M UH - M ::: M E UH -1 E HWM -1 E EWH -1 E RENDER -1A E RENDER -1B -- - -- E RENDER -1C E RENDER -2A E RENDER -2B E RENDER -2C E E *Pb -:75a8 SEPARATE PERMIT AND APPROVAL REQUiRED LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION _ ____ AND CATALOG UMBER ALTERNATE MANUFACTURER MP DATA VOLTS REMARKS QTY T DESCRIPTION WAT1S ELECTRIC WATER COOLER i1 OIL HEATER RECESSED MOUNTED 2'x4' FLUORESCENT TROFFER WITH TWO (3) T8 FLUOR. LAMPS IN CROSS SECTION, FLOAIING LENS FRAME WITH BLACK RFVEAL AND AIR SUPPLY /RETURN, DIE FORMED CODE GAUGE PRIME COLD ROLLED STEEL AND ELECTRONIC BALLAST. LIGHTOLIER I PRA -2 -G -RFVA- ' 332 277 -03 APPROVED EQUAL 3 OSRAM F03; /835, /XP /ECO 32 277 COORDINATE FLANGE WITH PROPER CEILING TYPE F? PENDANT MOUNTED CONTINUOUS ROW FLUORESCENT STRIP WIN TWO (2) 15 FLUORESCENT LAMPS IN CROSS SECTION, DIE - FORMED SEMI- SPECULAR ALUMINUM REFLECTOR, BAKED WHITE ENAMEL FINISH, DIE FORMED COOL GAUGE PRIME COLD ROLLED STEEL AND ELECIkCON'C BALLAST. UGHTOLIER LSC- 2- XX -C -54 - 277 -WH FOCAL POINT, NLO -RAY OR APPROVED EQUAL. 2 OSRAI4 FP54, 835/HO 54 277 FUEL OIL ALARM PANEL F3 SURFACE MOUNTED 4 FOOT LONG FLUORESCENT STRIP WITH TWO (2) T8 FLUOR. LAMPS IN CROSS SECTION, SYMMETRIC REF LECTOR, BAKED WHITE ENAMEL FINISH, PIE FORMED CODE GAUGE PRIME COLD ROLLED STEEL AND ELECTRONIC BALLAST. LITHONIA C -2 -32- 217 -GEB- 2 /CSMR 48WH COLUMBIA, METALLUX, LIGHTOLIER, DAYBRITE OR APPROVED EQUAL. 2 OSRAM F032 /835 /XP /ECO 32 277 REFRIGERATOR F4 0 RECESSED CPMACT FLOORESCENT DOWNIIGHT, 6" APERATURE, SEMI SPECULAR ALZAK RED LECTOR. SINGLE 26 COMPACT FLUURESCENT LAMP. LIGHTOLIER 8021 -CCLW -613 ?B - U -26WTT PRESCOLITE, METALLUX, DAYBRITE OR APPROVED EQUAL. 1 CFM26w/ GX240/835 26 - 277 CONFIRM TRIM COLOR WITH ARCHITECT F5 -- WALL MOUNTED LINEAR FLOURSCENT WITH OPAL LEANS, SINGLE 32W T8 LAMP WITH ELECTRONIC BALLAST TBD 1 OSRAM FO32 /835 /XP /ECO 32 SD 277 COMP COP X1 ® LED POLYCARBONATF EXIT SIGN; NUMBER OF FACES AND MOUNTED EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED. GREEN LETTERS, WHITE HOUSING, NO BATTERY. LITHONIA LRP- W- X- GMR -X- 277 -X APPROVED EQUAL 1 LED 1.9 277 THROUGHOUT MAIN AREAS FPT -7 FPT -8 FPT -10 FPT -11 FPT -12 FPT - 14 FPT -15 FPT -16 FPT -17 M CT -1 20 M CT -2 20 U CWP - 10 AHU - 1 AHU -2 CRAC -1 CRAC -2 CRAC -3 CRAC - 4 M CRAC - 5 M CRAC -6 M CRAC -7 M CRAC -8 CWP -2 10 PRINTER -1 PRINTER -2 PRINTER -3 18.86 15.05 8.55 HP FLA KVA iVOIT AGE 480 3 (N)EDPH -1 SPC I 1 0 C- 3/6 &1 #10GND EMERGENCY 480 3 (N)EDPH - VFD MCS STAND -BY PUMP 480 (N)EDPH -1 VFD MCS 0.113 120 0.083 120 277 1 I (N)ELPH -1 FWS 480 1 3 208 1 120 1 EQUIPMENT CONNECTION SCHEDULE 3 (N)EDPH 1 3 i (N)EDPH -1 (N - (N)LP- 1 (N)LP - (N)LP- 1 (E)PNL - (N)ELP -1A ( N)ELP -1A (N)ELP-1A (E)PNL - 1 (E)PNL - 1 fWS 1.5 "C -S #1 &1 #8GND rWS I 2 "C- 3/1/01(1,6GND FWS J 1"C-316&I#1OGNL, EMERGENCY FWS "C-3j6&1 #1 OGNO EMERGENCY 1 "C- 3/6 &1 #10GND 12.72 480 3 (N)DPH -2 I SPC 13.61 277 1 . (E)PNL -1 SPC 1 (E)PNL -1 SPC SPC 12.53 277 1 (E)PNL -1 SPC 11.51 480 3 ! (N)DPH -2 SPC 12.96 480 3 ! ( N)DPH- 2 rspc 21.85 480 3 ; (N)DPH -2 SPC 1 1/4 "C -3/4 &1 18GND EMERGENCY 1 1/4 "C- 3/4&1 #8GND EMERGENCY 1 1/4 "C- -3/4&1 #8GND 1 /2 "C- 2 #10 &1 /10GND EMERGENCY 1/2 "C- 2/10 &1 /10GND EMERGENCY 1/2 "C- 2/12 &1 /12GND 1/2 "C- 2/12 &1 #12GNC' 1/2 "C- 2/12 &1 /12CND 1/2 "C- 2 #12 &' #12GND 1/2 "C- 2 111 &1 #12GND 1 / 2''C -2# 12& 1 # 12GND 1/2 "C- 2 #12 &1 /12GND FR 1,'2 "C- 2 #12 &1 #12GND FR 1/2 "C- 2/12 &1 /12GND SPC 1/2 "C- 2 #10 &410GND SPC 1/2 "C- 2 #12 +1 #12GND SPC 1/2 "C- 2 #10 +1110GND SPC 1/2 "C- 3 # &1 11OGND 1/2 "C- 2 #12 +1 /12GND SPC 1/2 "C- 2 #10 +1 /10GND - 1/4 "C -4 #4&1 #8GND -1/4"C-4j4&1 #8GND 1 - 1 /4 "C- 4/4&1 #8GND 1/2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #10 &1 #10GND 1/2 w C- 4 # &1 #12GND , 1/2 "C 2 #12 &1 #12GND 1 /2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #12 &1 #12GND 1/2 "C- 2 #12 &1 #12GND 1 /2 "C - 2 #12 &1 #12GND 1/2 "C- 4 #12 &1 /12GND 1/2 "C- 4 #12&1112GND 1/2 "C -4 #101(1 /1 OGND 1 "C- 4 118 &1#10GND I (N)DPH -2 SPC (E)PNL -1 SPC 1/2 "C- 29 1 #10GND (E)PNL -1 SPC 1/2 "C- 2 #12 &1 #12GND 5.77 277 (E)PNL -1 SPC 1 /2 "C -2 #' 21(1 #12GND 17.05 480 (N)DPH -2 SPC 1 "C -4 #8& 1 #1 OGND 10.00 277 (E)PNL -1 SPC 1 /2 "C -2# , 21(1 #12GND 1 /2 "C- 3#121(1 #12GND REMARKS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 • UNISYS PERMIT SET 09.30.03 PROGRESS SET COORDINATION SET 1417 Fourth AVE Suite 400 Seattle, WA 98 -2260 lei (206) 342 Fax. (206) 342 -9901 illpW A WI O.q.q.7 09.24.03 09711933 ELECTRICAL SCHEDULES AND ._ ENERGY CALCULATIONS Lighting Summary Washington State Nonresident',I Energy Code Compliance Forms Project Info Project Descri.tior PROJEC, NAME TUKWILA, WASHINGTON 98168 Applicant Name: UNISYS REGIONAL PROCESSING CENTER Applicant Address: ? ?? Applicant Phone: ??? Compliance Option L Prescriptive E Lighting Power Allowance U Systems Analysis (See Qualification Checklist, Indicate Prescriptive A LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) No changes are being made to the lighting ri Less than 60% of the fixtures are new, and installed lighting wattage is not being increase Maximum Allowed Lighting Wattage (Interior) Location (floor /room numbed__ GROUND FLOOR Occupancy Description GATEWAY NORTH, BUILDING 7 11621 EAST MARGINAL WAY SOUTH New Building L; Addition FACTORIES, WORKSTATIONS, HANDLING AREAS From Table 15 including all exceptions taken from footnotes. Proposed Lighting Wattage (Interior) Location (EIr, room no.} 1 _MAIN FLOOR 'TYPE Fl MAIN FLOOR I TYPE F2 MAiN FLOOR TYPE F3 MAIN FLOOR TYPE F 4 MAIN FLOOR TYPE FS Location Covered Parking Open Parking Outdoor Areas BIdg.(by facade) Bldg .(by perim) N/A N/A 1994 Washington State Nonresidential Energy Code Compliance Form Fixture Description - _FLUORESCENT - _FLUORESCENT - FLUORESCENT - FLUORESCENT - FLUORESCENT To Proposed WaHs ^lay not exceed Tota' Allowed Wags or inter o• Maximum Allowed Lighting Wattage (Exterior) Description Note: for Du::cing exterior, choose either the f000de oreo or Me perimeter method, but not both Proposed ' . htin• Watt() • a (Exterior Location Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Exterior. 4 • Alteration Date: 9/17/03 For Building Department Use Allowed Watts per square foot 1.5 28086.0 42129.0 Number of Fixtures 294 240 4 11 Area in S.F. Total Allowed Watts l 42129 ('May not exceed Total Watts for Interior) Watts/ Fixture 89.6 27.0 64.0 42.0 32.0 Allowed watts Area in ft2 der ft2 or key If or If for perimeter 0.2 Wft2 0.2 W /ft2 0.2 W /ft2 0.25 W /ft2 7.5 W/i f 'Ma not exceed Total Watts for Exterior Number of Fixtures NOTE: This form is intended for energy code compliance purposes only. The contractors is still responsible for establishing the exact number of each type of fixture on this project. This form shall not be utilized for such purposes. Allowed by Area Watts Proposed 26342.4 6480.0 256.0 462.0 64.0 LTG -SUM April, 1994 Iota Proposed Watts i 3604.0 Total A;I;,wed Watts Allowed watts Areo 0 0 0 Watts/ Fixture 0 Total Proposed Watts Watts Pro•. ed 0 0 0 Prescriptive Spaces , Occup(n j Qualification Checklist Ligotinq F Note: If occupancy type is "other" and future answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not ,auotified. do IPA Cakulations Warehouses, storage areas or aircraft storage hangers Other Check here if al least 95% of the fixtures in the space meet all four criteria: 1. Fixtures ore fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, 1 -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts .^.4411, °.►.9'.. r •s +1T .s+..,AM !w' fir. \^r .1,v.,re • MOTOR CONNECTION SCHEDULE: 480V -•3 PHASE HP 1/2 3/4 1 30 1 1/2 30 2 30 3 30 5 30 F 1/2 30 10 30 15 30 20 60 25 60 30 60 40 100 50 100 60 200 75 200 100 200 125 400 150 400 200 400 SWITCH AMPS 30 30 "7' rt 00.111Ki pow;/yw�,;�i,t,! A11E FUSE AMPS 1.125 1.6 2 2.8 4 5.6 9 15 17.5 25 35 40 45 60 80 90 1 150 200 2 300 BRANCH CIRCUIT 15C 150 150 1SG 15G 15G 20G 20G 200 30G 400 50G 50G 70G 90G 1 0 OG 1 2 5G 1 7 5G 200G 225G 300G STARTER SIZE NimA 1 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 5 DEFER TO WIRING SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS 1 1 1 .4 E E E E E E E E E E E E E E E E M TF - M TF - M M UH - M ::: M E UH -1 E HWM -1 E EWH -1 E RENDER -1A E RENDER -1B -- - -- E RENDER -1C E RENDER -2A E RENDER -2B E RENDER -2C E E *Pb -:75a8 SEPARATE PERMIT AND APPROVAL REQUiRED EQUIPMENT CONNECTION DESIGNATIONS LEGEND DESIGNA TION DESCRIPTION DESIGNA TION DESCRIPTION DESIGNA TION DESCRIPTION AC AIR CONDITIONING UNIT EWC ELECTRIC WATER COOLER OH OIL HEATER ACC AHU AIR COOLED CONDENSER EWH ._ _ ELECTRIC WATER HEATER P PUMP AIR HANDLING UNIT FCU FAN COIL UNIT PB PARKING BOOTH AW AIR WASHER FOA FUEL OIL ALARM PANEL PS PROJECTION SCREEN 8 BOILER FOP FUEL OIL PUMP REF REFRIGERATOR BC BMS CH BATTERY CHARGER FMS EMS PANEL RF RETURN FAN BMS PANEL FP FIRE PUMP RTU ROOF TOP UNIT CHILLER FPB FAN POWER BOX SD SMOKE DAMPER COMP COP COMPRESSOR FSD FIRE /SMOKE DAMPER SE SEWAGE EJECTOR COPIER FU FILTRATION UNIT SF SUPPLY FAN CP CIRCULATING PUMP GD GARBAGE DISPOSAL SP SUMP PUMP CT COOLING TOWER GS GRAPHIC SIGNAGE UH UNIT HEATER CU CONDENSING UNIT H HUMIDIFIER VAV VAV BOX ELECTRIC HEAT DF DUCT FURNACE HP HEAT PUMP VAC VACUUM PUMP DI DEIONIZER HT HEAT TRACING VM VENDING MACHINE DWBP EC DOM.WATER BOOSTER PUMP HV HEATING /VENTILATING UNIT VFD VARIABLE FREQUENCY DRIVE EVAPORATIVE CONDENSER IH INSTANT HOT WATER HEATER JOCKEY PUMP TYPE DP DUPLEX PUMP ECH EDH EF ELECTRIC CABINET HEATER JP ` TYPE FR FRACTIONAL HP MOTOR ELECTRIC DUCT HEATER JWH JACKET WATER HEATER TYPE FWS FURNISHED WITH STARTER EXHAUST FAN MCS MOTOR CONNECTION SCHEDULE MOTORIZED DOOR OR GATE TYPE M MOTOR WITH STARTER EHC ELEV ESC EUH ELECTRIC HEATING COIL MD TYPE SPC SINGLE POINT CONNECTION ELEVATOR MS MUA MOTORIZED SHADE TYPE VFD VARIABLE FREQUENCY DRIVE ESCALATOR MAKE UP AIR UNIT ELECTRIC UNIT HEATER MW i MICROWAVE OVEN FPT -7 FPT -8 FPT -10 FPT -11 FPT -12 FPT - 14 FPT -15 FPT -16 FPT -17 M CT -1 20 M CT -2 20 U CWP - 10 AHU - 1 AHU -2 CRAC -1 CRAC -2 CRAC -3 CRAC - 4 M CRAC - 5 M CRAC -6 M CRAC -7 M CRAC -8 CWP -2 10 PRINTER -1 PRINTER -2 PRINTER -3 18.86 15.05 8.55 HP FLA KVA iVOIT AGE 480 3 (N)EDPH -1 SPC I 1 0 C- 3/6 &1 #10GND EMERGENCY 480 3 (N)EDPH - VFD MCS STAND -BY PUMP 480 (N)EDPH -1 VFD MCS 0.113 120 0.083 120 277 1 I (N)ELPH -1 FWS 480 1 3 208 1 120 1 EQUIPMENT CONNECTION SCHEDULE 3 (N)EDPH 1 3 i (N)EDPH -1 (N - (N)LP- 1 (N)LP - (N)LP- 1 (E)PNL - (N)ELP -1A ( N)ELP -1A (N)ELP-1A (E)PNL - 1 (E)PNL - 1 fWS 1.5 "C -S #1 &1 #8GND rWS I 2 "C- 3/1/01(1,6GND FWS J 1"C-316&I#1OGNL, EMERGENCY FWS "C-3j6&1 #1 OGNO EMERGENCY 1 "C- 3/6 &1 #10GND 12.72 480 3 (N)DPH -2 I SPC 13.61 277 1 . (E)PNL -1 SPC 1 (E)PNL -1 SPC SPC 12.53 277 1 (E)PNL -1 SPC 11.51 480 3 ! (N)DPH -2 SPC 12.96 480 3 ! ( N)DPH- 2 rspc 21.85 480 3 ; (N)DPH -2 SPC 1 1/4 "C -3/4 &1 18GND EMERGENCY 1 1/4 "C- 3/4&1 #8GND EMERGENCY 1 1/4 "C- -3/4&1 #8GND 1 /2 "C- 2 #10 &1 /10GND EMERGENCY 1/2 "C- 2/10 &1 /10GND EMERGENCY 1/2 "C- 2/12 &1 /12GND 1/2 "C- 2/12 &1 #12GNC' 1/2 "C- 2/12 &1 /12CND 1/2 "C- 2 #12 &' #12GND 1/2 "C- 2 111 &1 #12GND 1 / 2''C -2# 12& 1 # 12GND 1/2 "C- 2 #12 &1 /12GND FR 1,'2 "C- 2 #12 &1 #12GND FR 1/2 "C- 2/12 &1 /12GND SPC 1/2 "C- 2 #10 &410GND SPC 1/2 "C- 2 #12 +1 #12GND SPC 1/2 "C- 2 #10 +1110GND SPC 1/2 "C- 3 # &1 11OGND 1/2 "C- 2 #12 +1 /12GND SPC 1/2 "C- 2 #10 +1 /10GND - 1/4 "C -4 #4&1 #8GND -1/4"C-4j4&1 #8GND 1 - 1 /4 "C- 4/4&1 #8GND 1/2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #10 &1 #10GND 1/2 w C- 4 # &1 #12GND , 1/2 "C 2 #12 &1 #12GND 1 /2 "C- 2 #10 &1 #10GND 1/2 "C- 2 #12 &1 #12GND 1/2 "C- 2 #12 &1 #12GND 1 /2 "C - 2 #12 &1 #12GND 1/2 "C- 4 #12 &1 /12GND 1/2 "C- 4 #12&1112GND 1/2 "C -4 #101(1 /1 OGND 1 "C- 4 118 &1#10GND I (N)DPH -2 SPC (E)PNL -1 SPC 1/2 "C- 29 1 #10GND (E)PNL -1 SPC 1/2 "C- 2 #12 &1 #12GND 5.77 277 (E)PNL -1 SPC 1 /2 "C -2 #' 21(1 #12GND 17.05 480 (N)DPH -2 SPC 1 "C -4 #8& 1 #1 OGND 10.00 277 (E)PNL -1 SPC 1 /2 "C -2# , 21(1 #12GND 1 /2 "C- 3#121(1 #12GND REMARKS UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 • UNISYS PERMIT SET 09.30.03 PROGRESS SET COORDINATION SET 1417 Fourth AVE Suite 400 Seattle, WA 98 -2260 lei (206) 342 Fax. (206) 342 -9901 illpW A WI O.q.q.7 09.24.03 09711933 ELECTRICAL SCHEDULES AND ._ ENERGY CALCULATIONS Lighting Summary Washington State Nonresident',I Energy Code Compliance Forms Project Info Project Descri.tior PROJEC, NAME TUKWILA, WASHINGTON 98168 Applicant Name: UNISYS REGIONAL PROCESSING CENTER Applicant Address: ? ?? Applicant Phone: ??? Compliance Option L Prescriptive E Lighting Power Allowance U Systems Analysis (See Qualification Checklist, Indicate Prescriptive A LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) No changes are being made to the lighting ri Less than 60% of the fixtures are new, and installed lighting wattage is not being increase Maximum Allowed Lighting Wattage (Interior) Location (floor /room numbed__ GROUND FLOOR Occupancy Description GATEWAY NORTH, BUILDING 7 11621 EAST MARGINAL WAY SOUTH New Building L; Addition FACTORIES, WORKSTATIONS, HANDLING AREAS From Table 15 including all exceptions taken from footnotes. Proposed Lighting Wattage (Interior) Location (EIr, room no.} 1 _MAIN FLOOR 'TYPE Fl MAIN FLOOR I TYPE F2 MAiN FLOOR TYPE F3 MAIN FLOOR TYPE F 4 MAIN FLOOR TYPE FS Location Covered Parking Open Parking Outdoor Areas BIdg.(by facade) Bldg .(by perim) N/A N/A 1994 Washington State Nonresidential Energy Code Compliance Form Fixture Description - _FLUORESCENT - _FLUORESCENT - FLUORESCENT - FLUORESCENT - FLUORESCENT To Proposed WaHs ^lay not exceed Tota' Allowed Wags or inter o• Maximum Allowed Lighting Wattage (Exterior) Description Note: for Du::cing exterior, choose either the f000de oreo or Me perimeter method, but not both Proposed ' . htin• Watt() • a (Exterior Location Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Exterior. 4 • Alteration Date: 9/17/03 For Building Department Use Allowed Watts per square foot 1.5 28086.0 42129.0 Number of Fixtures 294 240 4 11 Area in S.F. Total Allowed Watts l 42129 ('May not exceed Total Watts for Interior) Watts/ Fixture 89.6 27.0 64.0 42.0 32.0 Allowed watts Area in ft2 der ft2 or key If or If for perimeter 0.2 Wft2 0.2 W /ft2 0.2 W /ft2 0.25 W /ft2 7.5 W/i f 'Ma not exceed Total Watts for Exterior Number of Fixtures NOTE: This form is intended for energy code compliance purposes only. The contractors is still responsible for establishing the exact number of each type of fixture on this project. This form shall not be utilized for such purposes. Allowed by Area Watts Proposed 26342.4 6480.0 256.0 462.0 64.0 LTG -SUM April, 1994 Iota Proposed Watts i 3604.0 Total A;I;,wed Watts Allowed watts Areo 0 0 0 Watts/ Fixture 0 Total Proposed Watts Watts Pro•. ed 0 0 0 Prescriptive Spaces , Occup(n j Qualification Checklist Ligotinq F Note: If occupancy type is "other" and future answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not ,auotified. do IPA Cakulations Warehouses, storage areas or aircraft storage hangers Other Check here if al least 95% of the fixtures in the space meet all four criteria: 1. Fixtures ore fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, 1 -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts .^.4411, °.►.9'.. r •s +1T .s+..,AM !w' fir. \^r .1,v.,re • MOTOR CONNECTION SCHEDULE: 480V -•3 PHASE HP 1/2 3/4 1 30 1 1/2 30 2 30 3 30 5 30 F 1/2 30 10 30 15 30 20 60 25 60 30 60 40 100 50 100 60 200 75 200 100 200 125 400 150 400 200 400 SWITCH AMPS 30 30 "7' rt 00.111Ki pow;/yw�,;�i,t,! A11E FUSE AMPS 1.125 1.6 2 2.8 4 5.6 9 15 17.5 25 35 40 45 60 80 90 1 150 200 2 300 BRANCH CIRCUIT 15C 150 150 1SG 15G 15G 20G 20G 200 30G 400 50G 50G 70G 90G 1 0 OG 1 2 5G 1 7 5G 200G 225G 300G STARTER SIZE NimA 1 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 5 DEFER TO WIRING SCHEDULE FOR BRANCH CIRCUIT REQUIREMENTS 1 1 1 .4 E E E E E E E E E E E E E E E E M TF - M TF - M M UH - M ::: M E UH -1 E HWM -1 E EWH -1 E RENDER -1A E RENDER -1B -- - -- E RENDER -1C E RENDER -2A E RENDER -2B E RENDER -2C E E *Pb -:75a8 SEPARATE PERMIT AND APPROVAL REQUiRED VA ZO1'ZZ 00'1 VA 'WIT 31311143338 = a - SZ' 1 VA CZ ) 00'1 - 801011: M VA 0 Zz VA Q - VA 0 S9 l - _ 1N;1dI1103 N3H311)1 = )1 - 00'1 VA 0 OZ VA OOS`B9 - con OOS'99 1N 3P1dtn03 - 3 61 - - e l 91 - - LI L I Sr£'0F Sr£'Of` - l -n3 91 91 Si t't 1 659'01 - 91 - .1.d.1 S 1 Si 3100 l /1101 - 1 7 1 1 OZ9'61 g91`91 t1 11 -ld.i - 6f9`1 t tLL`OI £I Ol - ldi - 60'11 Lrt'Zt 69S'6 Z 1 l - SLS'0l 3V001 /1VOZ 11 0I Ltt'ZZ - 3V00 t /110£ I - HM9 01. 1L6'OZ - 0001/1VOL 9 -3Y80 6 0 - JVOO 1 /IVOS _ £ -3Y801 8 0 SO8'S91 3100/11o0t i--Hda L 1-S1V VIA ZLO`tiV 3V009/1V009 1 - Hd03 9 S 13NVd ONIISIX3 9fL`SL 3VSZZ /11001 1 0 0 3VSZZ 3OYdS 11 0 0 0 JY001 3')YdS Sr 38vd5 0 3VSZZ /1VSZZ ^ 3VOO1/11001 38VdS g O -AN3S 8101 0 3HYdS I S)IdVVIRI (VA) 8101 i 9NI1V8 331A30 03A83S 0101 1 IIf1m10 000'59 :Srlb Old JVOOZI /IVo00l(N) .NIYW Mt 'Hdr V OOZ 1 :A1l3YdrlY `A081"/LLZ :3OV110A v)9 l —dON! (N) :31f103H3S 13NVd NOI1f18Id1S10 VA ZO1'ZZ 00'1 VA 'WIT 31311143338 = a VA 0 - SZ' 1 VA 80101 1S398Y1 = 1 VA 00'1 Yet 801011: M VA 0 St't VA Q �JN11H911 = 1 VA 0 S9 VA- -0 - _ 1N;1dI1103 N3H311)1 = )1 r 0 00'1 VA 0 iY3H 31810313 = H VA OOS`B9 00' I con OOS'99 1N 3P1dtn03 - 3 Oro, 33N 8013V3 ONr130 010? 03133NNO0 3dAi 48 AavP1lns 0101 VA 916'61 00'l VA ZS9'6Z 313V1d33321 = VA 0 SZ' 1 VA 0 b 80101 1S39JV1 = w VA 0 00 VA 0 -- 210101 = 1 VA 0 St' l VA 0 9NI1H9I1 = 1 VA 0 " 00'1 VA 0 1N31d1n03 N3H311)1 = )1 VA 0 oa• 1 VA o IV3H 31810313 = H VA 098 ; 00'1 VA 0999P -_- 1N31d1n03 = 3 OV01 33N 8013r3 ONY130 OV01 03103NNO3 3dA! A8 Atlyroms Or01 0 0 313Vid3338 = 010101 010101 S8010/ 83H10 = w L60Z9 LC9S9 80101 1S39aY1 = 1 0 0 9NI1H9I1 = 1 0 0 N3H311)1 = X 0 0 1V3H 31810313 = H 1N31d1n03 = 3 11166 L1166 OV01 03N OV01 03133NN00 _ A2IVlunS OVOI cOIOZ r 0 100 V 7yN j3b F3 S31fl3HO9 OUYO91NYd ONtl N 1YOkI1OB awo SIN QDOs posik moo 1066 -ZPC (90Z) .10 0066 -Zpc (90Z) 09ZZ -10186 VA% 'aI13 001 2 1!^S 4Pnoi Litt •""1 N + )1 Z'0=3' 'Peo iv wawa uatal3ap snip 606,71t60 13S NO N108303 TO'1.Z'60 13S SS38908d CO'OSi 60 13S •833 89186 VM 'DPW' 'S ADM IDU!6JDfr%4 }so3 2g11 � 6 uipI!n8 'ypoN XDMaD9 sisiNn NOI13flISNO3 ION — AS IIV1I3d SASIi1tl1 L1 ;` ; SAY ZZ - VA 9L£11 AaY1$ns _ OVO1 03133NN0 a i 1 1 Sd1V SZ VA 1L6`OZ' AsY11ns OV01 33N ZZ ` _ MN' I . B f 9 9 I 915`9 (Sd1VT S3SVHd 11Y lV101 1 0 3SVHd I 8 3SVHd _ r 3SVHd (fitYlV101811s ' OZZ'f Ot0't OZ6' l _ 0 - 965'1► d A► NO11d183S30 1 1V31d1311AS DIV 000'ZZ G31N101 33V48fS Sd1V L6 VA 61£`04 AaV11P1nS OV01 33N Sd1V 16 VA 9£L'SL AaY11ns OV01 03133NNO0 16 (SdP1V) S3SVHd 11V 11101 NT- v1018nS 01 1 /0Z 9£ 1 /0Z ' 9f t/OZ • >.£ l /oz Z£ ► jOZ Of 1 1 /01 1 /0Z +9Z : 1 /0Z 1 /OZ ZZ 7I /OZ Ica 'Tot el -r- 1 / - 9 1 1 1008 HSV3 /1008 11VM I /OZ tI ; l 1008 1N3131V1S I /0Z Z1 Olt' z 1 8008 ONIONY 1 /017 01 =� 1008 831805, 1/0Z 8 i 1 30V801S )(Ina l /OZ Y 9 06f'Z 80018803/V38V )111388 i C10Z t I 1 UM 331440 N3d0 1 /0Z Z a 1 i , NOIldIa3s30 33IA30 j 1V3Ia1311AS DIV 000'ZZ 031N nom 33V48fS w - 1108 9f - t /0Z 9f 1/OZ 'tf 1 /oz Z>i t /OZ Or 1 /OZ et l /ot 9Z 1 /0Z tZ t /oz 1 zt t /oZ o0 I /oz et i/o ' 91 l /oZ t 1008 HSV3 /P1008 11VM 1 /0Z Z1 1008 1N3M31V1S I /OZ 01 ' OoZ'Z M008 ONIONY1Vg flat e A OZ6' Hood 1/61 83180S 9 **OUT �- S1H911 iIX3 /S33893' 1 7OZ V 011'1 38VdS 1 /0Z Z 3 e I r- SOW 916 VA z L` uL Asylums OV01 03N _ _ SdPly 906 VA e 1 O`£SL Aavllns Oy01 03133NNO3 331A30 A i VA 0 00 VA 00S' 1 Sri VA 966'1 00 VA SLt t i Sri ' VA p 00 '1 VA 0 — 00.1 VA 0 VA OOZ'1 VA 966'C — VA 091'6 VA 0 VA 0 VA V 00 VA 0 OV0-1 33H 2101314 ONV130 OV01 03133NNO0 V (VA) 3SVHd /0101 V001 :A1IOVd1V Sn8 38IM t -3SVHd £ `AO9t /LLZ VA 0 OA 0 VA 0 VA S'Z96Zz VA o VA 0 00.1 SZ' 1 00'1 Sri 00'1 00 VA 99f'L5 # 00 OVO1 33N 8013V3 ONY130 VA 0 VA 0 VA 0 VA 0a t VA 0 VA o VA 99f'LS OV01 03133NNO3 313Y1d3338 = b 801011 1S39dV1 = 1 80101 = w ONIIHJI1 = 1 1N31d1n03 N3H31I)1 _ 11'3H 01813313 = H 1N311dln03 = 3 3dA1 A8 A ?V11f S OV01 LZ9'91 j L l9'LZ 3 3SVHd 8 3SVHd 009'1 O1 OfL'Q LZO't Zr oz 6' 1 0S9'Z (VA) 3SVHd /OV01 VOSZ :l113Vd1r Sn9 38IM t -3SVHd i 'A09t /LLZ gt2SdrA i 1 ` OZ 1'f fOZ1'f V i t t I 91 V. 31Bi 09L4 I ) 0 1 0 LOSSLZ L60Z8 SLt11 0 0 £5966£ OV01 33N 'SSL I: 965'1 Z6t'6Z V 3SVHd LLS'ZZ Z9L'0Z It 6£ 1 LE 1 /0Z 4 Sf l /OZ CC t /0Z IT l /oz TOWS 1 6Z 000'4 LZ r 000'5 SZ fin £Z i t /0Z OLL Z T tZ 1/S1 6 5' l ■ 61 I, I/SI 698`l 1 L11 1/S 690'SF S l t /Of i toct'� i £i t /oz r e9f'l LL t/S t 1 99 t'f , , 6 7 1/01 tzZ`s L: I 1 /0£ OLL'£ g 1 /01 OLS'S £ 1 /0£ OLr S t t 1/0£ 10 6S L£ 1 /01 { S£ ' 1 /OL ££ 1 /oa 1F � /oz 61 ; 1701 LZ 1 /OZ SZ t /0d £Z_ /Ot tzI /0Z 6l7 1 /0Z 1 L1� - Sl 1 l /0Z £I t /oz t1 }1 /01 s t7oz L IToz s l /oz _ r i /of 965't • 1 l 1 /Of e I r 331A30 0 LOf9L Z LL9S9 0916 0 0 £S966f OV01 03133NNO0 s 33IA30 313V1d3338 = 80101 1S392111 = 1 2101011 = 1 9NIIHOI1 = 1 _ 1N31dIn03 N3H311X= N 1V3H 31813313= H 1N31d1n03 = 3 30,1 A8 AlIV11fS OVO1 91f`91 (VA) S3SYHd 11V 1V101 9fL'SL (VA) S3SVHd 11V 11101 3 3 . I'-- 2131V3H 831YM 31813313 3 L1-1d413 St 1dd 3 t1 -1d31 3 £ 1 -1d34 9 -1d3 3 L 3 9 ldd 3 5 -ld4 3 t 3 1 3 1 d NOI:dI83S30 + A I 1 , 011 :NIV1 t - 1Nd(3) :13NVd 313V1d33321 = S80101 83H10 = w 80101 1S39ar1 = 1 9N11H911 = 1 N3H31I)I = IV3H 31813313 = 1N31dif03 = Aar1111S 0/01 N0I1d183S30 _ 1 d£ 71001 :NI191 I Hd13(N) :13NVd r i Sd1V 69 VA 199'11 AaV11111S OV01 03133NNO3 i 1 1 S318V0 30V211 1v311 17OZ Z l/s I t /oz:ri 1 /01 oz 6 0333 3anhINan31 t /OZ 81 011 L 0333 3anhINan3. _t /O 91 ~ OZL 0333 3anhINani 1 i/o ' r a 0333 3an11NanJ t /oz zt OZL f . 21 0333 3anllNan31 t oZ I of 1 T OIL a 0333 3anhINaflJ 1/01 9 j t OZL + 0333 3an11Nan3� t /o1 9 OZ OZL d 0333 1/OLT , , t ' ozL ors ! 1 £ a 8333 3anhINan31 1/01 z j 0l - 3 OZ L d 1 3 a 1 y 3 -t- r NOIldIa3S3O 1 331A30 j j (VA) 3SVHd/OV01 Or07 { 0 33IA30 1 lV3Ia1311AS 3IV 000'01 03INn01 33V3anS 3 3 � d a SPY 611 VA Z£L' AaVNI1nS OV01 03I03NNOD 3 (61) a31aOS' Z/09_ ' 91 ea ti 3 (61La3180 t Z/:09 z 09 , P1 1 _ , r i ' 9991, ; V9 iii. i 1 x81 Z ! it Z�0£ (0Z) IN31dIn03 83180S 9t B9a _ l 11 (61) 13180S 1/09 , 01 1 899`( 1 , TV9 t`Z 6 zr0 £ 3 -V -+ 8 899't , 0A�t 3 (61) 8318051 ZZ /09 9 999'0 r r r ' OZL - '2131210S Y r (61) ; z�09 988 1 ± ` 1V3Ia1311AS OIV 000` 03INn01 33rianS Sdur IS avw 1fVA r6t'9 t S OV01 33N - T (Sdwr) S3SYHd 64 11V -V101 �rrrAT Violens Sd1V 161 VA 909`9, Aar11nS OV01 33N i i �Or 1/0Z � 9£ 110Z I joZ ; �£ * l /oz Z£ + 1 / i 1/01 9Z l /0Z ' 9Z t /01VZ 1006 1033131 1/0Z ' zz � 1 NOIldIdDS3O i 33IA30 ) SdPIV 6f VA PZZ'z91 AaV11ns OVO1 33N Sdwr OZf VA 509'591 Adrums Ovol 03133NNO3 VA 991'91 001 VA 0 SZ' 1 VA 950'1 00'1 VA 0 SZ' VA 0 00'1 VA 0 00'1 VA OSZ 001 OVO1 33N 8013V4 ONV 609`1 950`6 -�. S 19'L 3 3SVHd 9 3SVHd I V 3SVHd 609'1 OLf'f L09'z TooZ's f Q99'S VOWS r It-1 1 /0Z + 6f 110Z zr 1 ors or T OSZ 011 IN 1 -d1 t sl 9f £1 I • T Sfl /OZ 1-33 t S 1 tS j 969 , 006 ff 1,101 r - Hn , IJs i + zf r 1 l — 'oz L 6z � L ' l j oz £ -Hn t t j s Of 9£ £ I T t 1_ _- oo z -Hn IN . 91 P91 X90`1 ' Lz - ' t /oz t- Hf1 +l /S1 9Z 1- 1 /0Z ti 3 t £8 099 '9£f OZL 911 r V001 :A113VdMV SOB 381M t -3SVHd £ 'A90Z /4Z 1 VA OSZ 130 OV01 03133NNO3� r 1 006 + CZ r flj110Z 090'1 + I t 1l � tf OZ 0 oZt f 006 . fS1 ci1 �fT 0 _ ? 006 OZL t .� i QZL l /O 1 011. l i I I Joi 4-1-1/51 l S Z9 ' L JSI S +l /o1 / £i `1 0 Z t 1 /0Z 1 099 x899`. 4 1- V i o a (VA) 3SVHd /avow VSZZ :A1I3VdNV SI18 38IM 1 d £ 'A9ol /oz VA 9Lf'Z1 VA 0 VA 950�l VA 0 VA0 VA0 ozz L£ 'Az z 61Z 9f0'SZ 1 9LS`SZ 1 011'91 1 rfL'8L (Sd1V SISVHd llr 1x101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 11Y 11101 VAL 1V1018nS '99`31 tOZ`S1 ZSS`61 ZLf'O1 . lint 995'9 6£ {VA) iV1018flS 006 - lr� /OZ S310d1d303b ONIOrrvl a I L - 006 1 OZ 5310V1d303b ONIOVIII , a 099 Lf i 11 (9Z) Sa3a3S d toz� 098 I 099 If tin } sf � /oz ___,__ 0l f n 1 ' Fr11 /01 Sa3Aa3S a Sa3Aa3S a 91399C d Sa3000r a V9l'z t£z� , safo9or a a Ot5 ' 891`1 + tZ Z£ 0 � 1N31dIn03 a31a0S a BBe't 1 Z i st a V91 T Z L 1 ZiOT . (OZ) 1N31d1103 8312105: a 8 t8 t, Z S t r v 6Z 1 1 /0Z L I /0Z 099' Sa l /0Z 1 (oz) D131'1(111103 3 213180S S a 1 /0Z (z) 2131NIad 39VI1I P4008 83180S 8 1008 83180S,a wood 831805 i i S i l /OZ £ I /OZ 006 T t 1 /oz V !1I N 33IA30 UV*? Z (NA) S3SVHd 11V 1r1o1010.1 (VAT- irioiens 33lAa3S d01_1008 a (SZ) 8 31N18d 3 �XV (9) 831d00 ' 8 30Vd01S 833rd a 3OVaOIS z 30NVH3X3 /X000'AYM11VH ) VM11VH /30V801S 30V801S/331330 3OVaolsf 8o1►s1A 301330/3N3a34NO3 Z 1008 3NO a 11008 ON1133w A1ddfS AYM11VH /10081S38 d 100211S3d /Sdn a 3NIHDY1 d31VM 1OH d 1VS0dS10 30V88Y0 a 1OO 9N11331 d wool )1Y388 ' a wood )4V388 , a 9Z 91 11 ZZ ZZ ZZ NOI1dI83S30 313r1d33321 = 80101 1S39ar1 = 1 801011 1 ONI1H911 = 1 _ 1N31dIn03 N3H31I)I = )1 LY3N 01813313 H _ 444 _ - _ _1N31dln0J 3 3dAl 18 Asylums 0101 NOI1d1213S30 df7v001 •NIV1 l - dl(N) :13NVd 'd A 1 df /VSZZ :NIV1 l - 110d(N) :13NVd • -r A 1 i Sd1V ZSZ VA 109'0E AaYMlns OV01 33N Sdwr S9Z VA vlL'Z0t AaV11fS OV0 C3iO3NNO3 1V31a131PAS 3IV 000 031N110M 33V3anS 1V3Ia1311AS 3IV DOWN t 03110101 33V4anS i £91 Z0Z IZ I Z 9t 11 Z0Z ZZ SOY) S3SVHd •rw '1101 1 3 3SVHd 8 3SVHd V 3SVHd VA 1r1Ul8nS 10^ V00 L POO 961 St to Z9 1/01 f Om et LToa 9L 1 /oZ - tL 1 /0Z t ZL Ott 1 /0Z i of Li-0z 219 t /0Z 99 066 1 /0l _ t9 1 /0l I . Z9 1 /0Z'09 on. I /0Z 9S I /0Z 95 NOIldi83S30 t 100'9 ZS 100'9 (t1) £- a31Niad f/0 OS 1 /0Z er 83MOd 918' l /0Z 9, 83MOd S19 1 /OZ tt 1 33IA30 Sdwr LOS VA 8Sf'lZt Aar11ns OVO1 33.4 1 Sd1V S6t VA LLt' l I t AJV1P1ns OV01 03133NNO3 OZf' r x00'9 I 100'9 >•o0'g 1 VO0, :A1IDVdMV Sn8 38IM t -3SVHd f 'A90Z /0Z l VOO, :A1.13Vd1V Sn8 38IM r -3SVHd £ 'A90Z /OZ 0 ZS69t1 1C6L£ SLtl1 0 0 000511 CVO" 33N 9 9Lt St 961 S1 r ---_ lrlolerls C9 - 1 oZ t le 1/01 (9l) 83A83S 34 a _ * 1 OZ£'t • 61 1 /0Z (tZ) .1N31(11003 83A213S' d LL ' 1 /0Z (SZ) a3A83s 3003N3, a 099 SL 1 01 (94 iN3P1d1n01 83A83S ?.1 099 fL ► /OZ (01) a?AS3S 3d~ a t IL 1/01 (a) 213iNi21d • a 0,0 I 69T1 /0l (a) d3LNIad a Ott L9 1/OZ (Li) 831NISd a t j s9 J joz (LL) a y 3Aa3S 3d a OZL £9Jl /0Z s3Aa3S 4 b Ott 19 , 1/01 ( [ z) 831N18d ` b I 6S 1/01 (L Z) a31Nlad' a LS l /OZ (9; 3NIHOVP1 40084 a SS 1 /0Z (8) .iMIN3VP1 4008d _ a + CST N 3 Ir 1 OCT Of 1 - 100`9 ! 100'9 6t f /OL Lt (VI) Z- 21 31NIad 3 _ - � 3 000 t 100'9 — _ 5t i 000' l �- 100`9 • £q £ /OL (q 3 431N18d 3 8 — V . 0 1 6 I V ! 1 I (VA) 3SVHd /0101 I ?I 133IA30 NOI1dI213S30 ZO 1 1 ZZ9'0 t 1 ttZ'£ t 4 ZSL'Z I 1 8 19'9£ (Sol S3SYHd TV 11101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 111 11101 VA) ivioienS 009`( 009`£ 009'C ZZZ L bt9 1 6 1 (VA) 1V1 o18nS 1 Zr T OZL ' IZS LP J l /OZ S dn 9NIDNV1V8 6 I 091'1 6 080 l L i ` I /O� ,c,-, oZ- 0N1a30N3a 1 3 Or 1/01 9£ £ I /St (c1) 8Z ONI830N38 3 l /OZ 9£ Z6£`Z s_ -- -- Iloz tf f 3 I / 01 z zsf`z , _ £ ; z / 0£ (Ct) Yl ONId30N3a+ 3 C t if t /0£ (£3l- 9a (S� 0333 3af111N21n l; I /OZ ' Of , 011 090'1 IV. — 1 6%181 (£ I) e l - 9NINIa30N330N3a a 3 3 (5) 0333 381111N8114 l JOZ SZ t ` OZL 1 16£ 1 a (S) 0334 3anhiNan_i 1 /OZ ; 9Z 1 i OZL 1 z6 ' S1 z / of (- l) V l - ONIa3GN3a a (5) 0334 3snhINan4 1/oz tZ OZL 006 £Z I l /OZ IN3 1NIM31V1l1VH s a (5) 0334 3anIINan4 r 1/01 r ZZ T (S) 0334 38n OZL f OZL lZ 1 /01 1N3M31r1S' a 11NSn4 l /OZ ' Cl OZ T 1 011 I t 046 6l + IJOZ 131VIS /AVM * a (S) 0333 3anl(Nan4 1/01 . l /OZ 91 011 1 81 OZL I Off I • l L1 i /01 (I1) )13ra1 :1333xHv0i a (5) 0333 3arl1Nan31 Ott { 1 _ SI / (a) alNlad d (S) 0334 3anhINan4 I /OZ , t t OZL I 011 _ £ l i OZ (S) 0334 3an11N21n3 ` 1 /oz z t OZL + r - , / ( a OZL 1 lI l /0z INOOa 1111 a (S) 0334 3anhINan4 dot 01 1 [ OZL J OZL T 6 1/01 AIIan03S (S) 0 33J 3anllNflJ ; l /01 9 oi r 006 L _, l /o Allan33s /1008 1IV1 + a (S) 8334 3bnllNan4 l /OZ 9 1 011 1 090'1 i s I /oz wood 11V11/M008 Hsr3: a (S) 0 334 321mlINan4 t /OZ t OZL 1 j OZZ ( £ : l /OZ (L) XV4 a (5) 8334 3an11N21n4 j l /oz , 1 3 8 OZL * 8____l__ 006 . 1 t /oz Mooa Hsro ■ a I l 1 __1 L 1 3 j V 3 NOI1dIa3S30 331A30 f I 1 I 'd V ( VA) 3 SVHd /Grow 1 • ; 331A3O NOIldIa3S3O A 1 0 ZS69t1 St£Of 0916 0 0 000511 OVO1 03133NNOO 99959 VA, S3SV 'lV 1V1O. _ VA 31M •NIVM (: laVd) Vl-d13(N) :13NVd S9n1 fl HI 0333 H11M d£ /roof :NIV1 (1 lsrd) Vl-d13(N) :13NVd 313r1d3338 = 8 ' 9101011 831110 = W 80101 1S39TV1 = 1 9NIIH9l1 = 1 N314011)1 = X MR 31810313 = H 1N31dIn03 = 3 Aar11ns oYOI 1 VA SO9 :1V101 f — £Z - ZV - - tz 1Z ' - oz - - 61 61 - - e l 9l - - 1Z£`S LI L Sr£'0F Sr£'Of` .11001 /1VSl l -n3 91 Si t't 1 659'01 3V00 l /1101 91 - .1.d.1 S 1 OZ9 3100 l /1101 Z I -ldd 1 7 1 1 OZ9'61 g91`91 3100 l /IVOf 11 -ld.i £1 6f9`1 t tLL`OI JV001 /1VOZ 3V00 1 /1VS l Ol - ldi ZI 60'11 Lrt'Zt 69S'6 6 - 1d3 1 l SLS'0l 3V001 /1VOZ F - 1d3 0I Ltt'ZZ 000'5 I 3V00 t /110£ I - HM9 6 1L6'OZ SK 0001/1VOL 9 -3Y80 9 0 0Z9`61 JVOO 1 /IVOS _ £ -3Y801 L 0 LL9`S9 sZL'SP , 3VSZZ /1151 l 31001/ 1V0o 1 Z -nHV 9 1 1 -nHV S S t 0 3V SZZ 3JVds f 0 31001 33VdS £ 0 0 3VSZZ /11511 31001 /11001 _ 38rd9 t 0 38vd5 1 SMV1'138 ! (VA) 0101 ONI1V8 30IA30 O -AN3S 8101 11110810 000`59 :Sl1a Old .JV00t /11001(3) :NAM Mt 'Hdf V 0Gt :AllO1dVIV `AOSt /LLZ :3OV110A Snd Z — Hd0 (N) :31f103HOS 13NVd NOI1f18Id1S10 cOIOZ r 0 100 V 7yN j3b F3 S31fl3HO9 OUYO91NYd ONtl N 1YOkI1OB awo SIN QDOs posik moo 1066 -ZPC (90Z) .10 0066 -Zpc (90Z) 09ZZ -10186 VA% 'aI13 001 2 1!^S 4Pnoi Litt •""1 N + )1 Z'0=3' 'Peo iv wawa uatal3ap snip 606,71t60 13S NO N108303 TO'1.Z'60 13S SS38908d CO'OSi 60 13S •833 89186 VM 'DPW' 'S ADM IDU!6JDfr%4 }so3 2g11 � 6 uipI!n8 'ypoN XDMaD9 sisiNn NOI13flISNO3 ION — AS IIV1I3d SASIi1tl1 L1 ;` ; SAY ZZ - VA 9L£11 AaY1$ns _ OVO1 03133NN0 a i 1 1 Sd1V SZ VA 1L6`OZ' AsY11ns OV01 33N ZZ ` _ MN' I . B f 9 9 I 915`9 (Sd1VT S3SVHd 11Y lV101 1 0 3SVHd I 8 3SVHd _ r 3SVHd (fitYlV101811s ' OZZ'f Ot0't OZ6' l _ 0 - 965'1► d A► NO11d183S30 1 1V31d1311AS DIV 000'ZZ G31N101 33V48fS Sd1V L6 VA 61£`04 AaV11P1nS OV01 33N Sd1V 16 VA 9£L'SL AaY11ns OV01 03133NNO0 16 (SdP1V) S3SVHd 11V 11101 NT- v1018nS 01 1 /0Z 9£ 1 /0Z ' 9f t/OZ • >.£ l /oz Z£ ► jOZ Of 1 1 /01 1 /0Z +9Z : 1 /0Z 1 /OZ ZZ 7I /OZ Ica 'Tot el -r- 1 / - 9 1 1 1008 HSV3 /1008 11VM I /OZ tI ; l 1008 1N3131V1S I /0Z Z1 Olt' z 1 8008 ONIONY 1 /017 01 =� 1008 831805, 1/0Z 8 i 1 30V801S )(Ina l /OZ Y 9 06f'Z 80018803/V38V )111388 i C10Z t I 1 UM 331440 N3d0 1 /0Z Z a 1 i , NOIldIa3s30 33IA30 j 1V3Ia1311AS DIV 000'ZZ 031N nom 33V48fS w - 1108 9f - t /0Z 9f 1/OZ 'tf 1 /oz Z>i t /OZ Or 1 /OZ et l /ot 9Z 1 /0Z tZ t /oz 1 zt t /oZ o0 I /oz et i/o ' 91 l /oZ t 1008 HSV3 /P1008 11VM 1 /0Z Z1 1008 1N3M31V1S I /OZ 01 ' OoZ'Z M008 ONIONY1Vg flat e A OZ6' Hood 1/61 83180S 9 **OUT �- S1H911 iIX3 /S33893' 1 7OZ V 011'1 38VdS 1 /0Z Z 3 e I r- SOW 916 VA z L` uL Asylums OV01 03N _ _ SdPly 906 VA e 1 O`£SL Aavllns Oy01 03133NNO3 331A30 A i VA 0 00 VA 00S' 1 Sri VA 966'1 00 VA SLt t i Sri ' VA p 00 '1 VA 0 — 00.1 VA 0 VA OOZ'1 VA 966'C — VA 091'6 VA 0 VA 0 VA V 00 VA 0 OV0-1 33H 2101314 ONV130 OV01 03133NNO0 V (VA) 3SVHd /0101 V001 :A1IOVd1V Sn8 38IM t -3SVHd £ `AO9t /LLZ VA 0 OA 0 VA 0 VA S'Z96Zz VA o VA 0 00.1 SZ' 1 00'1 Sri 00'1 00 VA 99f'L5 # 00 OVO1 33N 8013V3 ONY130 VA 0 VA 0 VA 0 VA 0a t VA 0 VA o VA 99f'LS OV01 03133NNO3 313Y1d3338 = b 801011 1S39dV1 = 1 80101 = w ONIIHJI1 = 1 1N31d1n03 N3H31I)1 _ 11'3H 01813313 = H 1N311dln03 = 3 3dA1 A8 A ?V11f S OV01 LZ9'91 j L l9'LZ 3 3SVHd 8 3SVHd 009'1 O1 OfL'Q LZO't Zr oz 6' 1 0S9'Z (VA) 3SVHd /OV01 VOSZ :l113Vd1r Sn9 38IM t -3SVHd i 'A09t /LLZ gt2SdrA i 1 ` OZ 1'f fOZ1'f V i t t I 91 V. 31Bi 09L4 I ) 0 1 0 LOSSLZ L60Z8 SLt11 0 0 £5966£ OV01 33N 'SSL I: 965'1 Z6t'6Z V 3SVHd LLS'ZZ Z9L'0Z It 6£ 1 LE 1 /0Z 4 Sf l /OZ CC t /0Z IT l /oz TOWS 1 6Z 000'4 LZ r 000'5 SZ fin £Z i t /0Z OLL Z T tZ 1/S1 6 5' l ■ 61 I, I/SI 698`l 1 L11 1/S 690'SF S l t /Of i toct'� i £i t /oz r e9f'l LL t/S t 1 99 t'f , , 6 7 1/01 tzZ`s L: I 1 /0£ OLL'£ g 1 /01 OLS'S £ 1 /0£ OLr S t t 1/0£ 10 6S L£ 1 /01 { S£ ' 1 /OL ££ 1 /oa 1F � /oz 61 ; 1701 LZ 1 /OZ SZ t /0d £Z_ /Ot tzI /0Z 6l7 1 /0Z 1 L1� - Sl 1 l /0Z £I t /oz t1 }1 /01 s t7oz L IToz s l /oz _ r i /of 965't • 1 l 1 /Of e I r 331A30 0 LOf9L Z LL9S9 0916 0 0 £S966f OV01 03133NNO0 s 33IA30 313V1d3338 = 80101 1S392111 = 1 2101011 = 1 9NIIHOI1 = 1 _ 1N31dIn03 N3H311X= N 1V3H 31813313= H 1N31d1n03 = 3 30,1 A8 AlIV11fS OVO1 91f`91 (VA) S3SYHd 11V 1V101 9fL'SL (VA) S3SVHd 11V 11101 3 3 . I'-- 2131V3H 831YM 31813313 3 L1-1d413 St 1dd 3 t1 -1d31 3 £ 1 -1d34 9 -1d3 3 L 3 9 ldd 3 5 -ld4 3 t 3 1 3 1 d NOI:dI83S30 + A I 1 , 011 :NIV1 t - 1Nd(3) :13NVd 313V1d33321 = S80101 83H10 = w 80101 1S39ar1 = 1 9N11H911 = 1 N3H31I)I = IV3H 31813313 = 1N31dif03 = Aar1111S 0/01 N0I1d183S30 _ 1 d£ 71001 :NI191 I Hd13(N) :13NVd r i Sd1V 69 VA 199'11 AaV11111S OV01 03133NNO3 i 1 1 S318V0 30V211 1v311 17OZ Z l/s I t /oz:ri 1 /01 oz 6 0333 3anhINan31 t /OZ 81 011 L 0333 3anhINan3. _t /O 91 ~ OZL 0333 3anhINani 1 i/o ' r a 0333 3an11NanJ t /oz zt OZL f . 21 0333 3anllNan31 t oZ I of 1 T OIL a 0333 3anhINaflJ 1/01 9 j t OZL + 0333 3an11Nan3� t /o1 9 OZ OZL d 0333 1/OLT , , t ' ozL ors ! 1 £ a 8333 3anhINan31 1/01 z j 0l - 3 OZ L d 1 3 a 1 y 3 -t- r NOIldIa3S3O 1 331A30 j j (VA) 3SVHd/OV01 Or07 { 0 33IA30 1 lV3Ia1311AS 3IV 000'01 03INn01 33V3anS 3 3 � d a SPY 611 VA Z£L' AaVNI1nS OV01 03I03NNOD 3 (61) a31aOS' Z/09_ ' 91 ea ti 3 (61La3180 t Z/:09 z 09 , P1 1 _ , r i ' 9991, ; V9 iii. i 1 x81 Z ! it Z�0£ (0Z) IN31dIn03 83180S 9t B9a _ l 11 (61) 13180S 1/09 , 01 1 899`( 1 , TV9 t`Z 6 zr0 £ 3 -V -+ 8 899't , 0A�t 3 (61) 8318051 ZZ /09 9 999'0 r r r ' OZL - '2131210S Y r (61) ; z�09 988 1 ± ` 1V3Ia1311AS OIV 000` 03INn01 33rianS Sdur IS avw 1fVA r6t'9 t S OV01 33N - T (Sdwr) S3SYHd 64 11V -V101 �rrrAT Violens Sd1V 161 VA 909`9, Aar11nS OV01 33N i i �Or 1/0Z � 9£ 110Z I joZ ; �£ * l /oz Z£ + 1 / i 1/01 9Z l /0Z ' 9Z t /01VZ 1006 1033131 1/0Z ' zz � 1 NOIldIdDS3O i 33IA30 ) SdPIV 6f VA PZZ'z91 AaV11ns OVO1 33N Sdwr OZf VA 509'591 Adrums Ovol 03133NNO3 VA 991'91 001 VA 0 SZ' 1 VA 950'1 00'1 VA 0 SZ' VA 0 00'1 VA 0 00'1 VA OSZ 001 OVO1 33N 8013V4 ONV 609`1 950`6 -�. S 19'L 3 3SVHd 9 3SVHd I V 3SVHd 609'1 OLf'f L09'z TooZ's f Q99'S VOWS r It-1 1 /0Z + 6f 110Z zr 1 ors or T OSZ 011 IN 1 -d1 t sl 9f £1 I • T Sfl /OZ 1-33 t S 1 tS j 969 , 006 ff 1,101 r - Hn , IJs i + zf r 1 l — 'oz L 6z � L ' l j oz £ -Hn t t j s Of 9£ £ I T t 1_ _- oo z -Hn IN . 91 P91 X90`1 ' Lz - ' t /oz t- Hf1 +l /S1 9Z 1- 1 /0Z ti 3 t £8 099 '9£f OZL 911 r V001 :A113VdMV SOB 381M t -3SVHd £ 'A90Z /4Z 1 VA OSZ 130 OV01 03133NNO3� r 1 006 + CZ r flj110Z 090'1 + I t 1l � tf OZ 0 oZt f 006 . fS1 ci1 �fT 0 _ ? 006 OZL t .� i QZL l /O 1 011. l i I I Joi 4-1-1/51 l S Z9 ' L JSI S +l /o1 / £i `1 0 Z t 1 /0Z 1 099 x899`. 4 1- V i o a (VA) 3SVHd /avow VSZZ :A1I3VdNV SI18 38IM 1 d £ 'A9ol /oz VA 9Lf'Z1 VA 0 VA 950�l VA 0 VA0 VA0 ozz L£ 'Az z 61Z 9f0'SZ 1 9LS`SZ 1 011'91 1 rfL'8L (Sd1V SISVHd llr 1x101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 11Y 11101 VAL 1V1018nS '99`31 tOZ`S1 ZSS`61 ZLf'O1 . lint 995'9 6£ {VA) iV1018flS 006 - lr� /OZ S310d1d303b ONIOrrvl a I L - 006 1 OZ 5310V1d303b ONIOVIII , a 099 Lf i 11 (9Z) Sa3a3S d toz� 098 I 099 If tin } sf � /oz ___,__ 0l f n 1 ' Fr11 /01 Sa3Aa3S a Sa3Aa3S a 91399C d Sa3000r a V9l'z t£z� , safo9or a a Ot5 ' 891`1 + tZ Z£ 0 � 1N31dIn03 a31a0S a BBe't 1 Z i st a V91 T Z L 1 ZiOT . (OZ) 1N31d1103 8312105: a 8 t8 t, Z S t r v 6Z 1 1 /0Z L I /0Z 099' Sa l /0Z 1 (oz) D131'1(111103 3 213180S S a 1 /0Z (z) 2131NIad 39VI1I P4008 83180S 8 1008 83180S,a wood 831805 i i S i l /OZ £ I /OZ 006 T t 1 /oz V !1I N 33IA30 UV*? Z (NA) S3SVHd 11V 1r1o1010.1 (VAT- irioiens 33lAa3S d01_1008 a (SZ) 8 31N18d 3 �XV (9) 831d00 ' 8 30Vd01S 833rd a 3OVaOIS z 30NVH3X3 /X000'AYM11VH ) VM11VH /30V801S 30V801S/331330 3OVaolsf 8o1►s1A 301330/3N3a34NO3 Z 1008 3NO a 11008 ON1133w A1ddfS AYM11VH /10081S38 d 100211S3d /Sdn a 3NIHDY1 d31VM 1OH d 1VS0dS10 30V88Y0 a 1OO 9N11331 d wool )1Y388 ' a wood )4V388 , a 9Z 91 11 ZZ ZZ ZZ NOI1dI83S30 313r1d33321 = 80101 1S39ar1 = 1 801011 1 ONI1H911 = 1 _ 1N31dIn03 N3H31I)I = )1 LY3N 01813313 H _ 444 _ - _ _1N31dln0J 3 3dAl 18 Asylums 0101 NOI1d1213S30 df7v001 •NIV1 l - dl(N) :13NVd 'd A 1 df /VSZZ :NIV1 l - 110d(N) :13NVd • -r A 1 i Sd1V ZSZ VA 109'0E AaYMlns OV01 33N Sdwr S9Z VA vlL'Z0t AaV11fS OV0 C3iO3NNO3 1V31a131PAS 3IV 000 031N110M 33V3anS 1V3Ia1311AS 3IV DOWN t 03110101 33V4anS i £91 Z0Z IZ I Z 9t 11 Z0Z ZZ SOY) S3SVHd •rw '1101 1 3 3SVHd 8 3SVHd V 3SVHd VA 1r1Ul8nS 10^ V00 L POO 961 St to Z9 1/01 f Om et LToa 9L 1 /oZ - tL 1 /0Z t ZL Ott 1 /0Z i of Li-0z 219 t /0Z 99 066 1 /0l _ t9 1 /0l I . Z9 1 /0Z'09 on. I /0Z 9S I /0Z 95 NOIldi83S30 t 100'9 ZS 100'9 (t1) £- a31Niad f/0 OS 1 /0Z er 83MOd 918' l /0Z 9, 83MOd S19 1 /OZ tt 1 33IA30 Sdwr LOS VA 8Sf'lZt Aar11ns OVO1 33.4 1 Sd1V S6t VA LLt' l I t AJV1P1ns OV01 03133NNO3 OZf' r x00'9 I 100'9 >•o0'g 1 VO0, :A1IDVdMV Sn8 38IM t -3SVHd f 'A90Z /0Z l VOO, :A1.13Vd1V Sn8 38IM r -3SVHd £ 'A90Z /OZ 0 ZS69t1 1C6L£ SLtl1 0 0 000511 CVO" 33N 9 9Lt St 961 S1 r ---_ lrlolerls C9 - 1 oZ t le 1/01 (9l) 83A83S 34 a _ * 1 OZ£'t • 61 1 /0Z (tZ) .1N31(11003 83A213S' d LL ' 1 /0Z (SZ) a3A83s 3003N3, a 099 SL 1 01 (94 iN3P1d1n01 83A83S ?.1 099 fL ► /OZ (01) a?AS3S 3d~ a t IL 1/01 (a) 213iNi21d • a 0,0 I 69T1 /0l (a) d3LNIad a Ott L9 1/OZ (Li) 831NISd a t j s9 J joz (LL) a y 3Aa3S 3d a OZL £9Jl /0Z s3Aa3S 4 b Ott 19 , 1/01 ( [ z) 831N18d ` b I 6S 1/01 (L Z) a31Nlad' a LS l /OZ (9; 3NIHOVP1 40084 a SS 1 /0Z (8) .iMIN3VP1 4008d _ a + CST N 3 Ir 1 OCT Of 1 - 100`9 ! 100'9 6t f /OL Lt (VI) Z- 21 31NIad 3 _ - � 3 000 t 100'9 — _ 5t i 000' l �- 100`9 • £q £ /OL (q 3 431N18d 3 8 — V . 0 1 6 I V ! 1 I (VA) 3SVHd /0101 I ?I 133IA30 NOI1dI213S30 ZO 1 1 ZZ9'0 t 1 ttZ'£ t 4 ZSL'Z I 1 8 19'9£ (Sol S3SYHd TV 11101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 111 11101 VA) ivioienS 009`( 009`£ 009'C ZZZ L bt9 1 6 1 (VA) 1V1 o18nS 1 Zr T OZL ' IZS LP J l /OZ S dn 9NIDNV1V8 6 I 091'1 6 080 l L i ` I /O� ,c,-, oZ- 0N1a30N3a 1 3 Or 1/01 9£ £ I /St (c1) 8Z ONI830N38 3 l /OZ 9£ Z6£`Z s_ -- -- Iloz tf f 3 I / 01 z zsf`z , _ £ ; z / 0£ (Ct) Yl ONId30N3a+ 3 C t if t /0£ (£3l- 9a (S� 0333 3af111N21n l; I /OZ ' Of , 011 090'1 IV. — 1 6%181 (£ I) e l - 9NINIa30N330N3a a 3 3 (5) 0333 381111N8114 l JOZ SZ t ` OZL 1 16£ 1 a (S) 0334 3anhiNan_i 1 /OZ ; 9Z 1 i OZL 1 z6 ' S1 z / of (- l) V l - ONIa3GN3a a (5) 0334 3snhINan4 1/oz tZ OZL 006 £Z I l /OZ IN3 1NIM31V1l1VH s a (5) 0334 3anIINan4 r 1/01 r ZZ T (S) 0334 38n OZL f OZL lZ 1 /01 1N3M31r1S' a 11NSn4 l /OZ ' Cl OZ T 1 011 I t 046 6l + IJOZ 131VIS /AVM * a (S) 0333 3anl(Nan4 1/01 . l /OZ 91 011 1 81 OZL I Off I • l L1 i /01 (I1) )13ra1 :1333xHv0i a (5) 0333 3arl1Nan31 Ott { 1 _ SI / (a) alNlad d (S) 0334 3anhINan4 I /OZ , t t OZL I 011 _ £ l i OZ (S) 0334 3an11N21n3 ` 1 /oz z t OZL + r - , / ( a OZL 1 lI l /0z INOOa 1111 a (S) 0334 3anhINan4 dot 01 1 [ OZL J OZL T 6 1/01 AIIan03S (S) 0 33J 3anllNflJ ; l /01 9 oi r 006 L _, l /o Allan33s /1008 1IV1 + a (S) 8334 3bnllNan4 l /OZ 9 1 011 1 090'1 i s I /oz wood 11V11/M008 Hsr3: a (S) 0 334 321mlINan4 t /OZ t OZL 1 j OZZ ( £ : l /OZ (L) XV4 a (5) 8334 3an11N21n4 j l /oz , 1 3 8 OZL * 8____l__ 006 . 1 t /oz Mooa Hsro ■ a I l 1 __1 L 1 3 j V 3 NOI1dIa3S30 331A30 f I 1 I 'd V ( VA) 3 SVHd /Grow 1 • ; 331A3O NOIldIa3S3O A 1 0 ZS69t1 St£Of 0916 0 0 000511 OVO1 03133NNOO 99959 VA, S3SV 'lV 1V1O. _ VA 31M •NIVM (: laVd) Vl-d13(N) :13NVd S9n1 fl HI 0333 H11M d£ /roof :NIV1 (1 lsrd) Vl-d13(N) :13NVd 313r1d3338 = 8 ' 9101011 831110 = W 80101 1S39TV1 = 1 9NIIH9l1 = 1 N314011)1 = X MR 31810313 = H 1N31dIn03 = 3 Aar11ns oYOI 1 VA zc0 It :1V101 - CZ ZZ - - tz - 61 - e l - LI Sr£'0F Sr£'Of` 3VOOI /IYOL S -3Va0 9I _WOOL /1VOL iv001 /1VOS r - OVa3 SI OZ9 Z - 3183 t l OZ9'61 AVOO I /1VOS l -0183 £ 1 6f9`1 t 4100 t /1V0£ Z - OM0 Z l 60'11 Lrt'Zt JV001 /110£ l - dM3 11 LV001 /1105 Z - 13 01 Ltt'ZZ 3V00 t/ 1VOS 1 -i0 6 1L6'OZ 3100 1 /1100 1 l - Hd13 9 0333 SSVdAB 0 3VO0t /1yoSi Sdn« L 0333 SS1dA8 3IiV.S 0 3V00t /1YOc Sdn« 9 0333 AaY•I21d 000 31000 /11054 Sdn, S t 0 3YSZI 33VdS 0 3VOC 3OYdS S t 1 0 3YStt /1VSZZ 3fYdS 0 8001 /11001 38yds S*1%138 (VA) 01(11 JN11VH 3OIA30 03A83S 0101 IInO110 I 000'59 :Swa OW ]1009 /1 :NIVW Al* `HAI V 009 :,ulOYdly `AO9t /LL r "'0Y1'0A sne l — Hd03 (N) :311103HOS 1?Ndd NOI1f18IdiS10 cOIOZ r 0 100 V 7yN j3b F3 S31fl3HO9 OUYO91NYd ONtl N 1YOkI1OB awo SIN QDOs posik moo 1066 -ZPC (90Z) .10 0066 -Zpc (90Z) 09ZZ -10186 VA% 'aI13 001 2 1!^S 4Pnoi Litt •""1 N + )1 Z'0=3' 'Peo iv wawa uatal3ap snip 606,71t60 13S NO N108303 TO'1.Z'60 13S SS38908d CO'OSi 60 13S •833 89186 VM 'DPW' 'S ADM IDU!6JDfr%4 }so3 2g11 � 6 uipI!n8 'ypoN XDMaD9 sisiNn NOI13flISNO3 ION — AS IIV1I3d SASIi1tl1 L1 ;` ; SAY ZZ - VA 9L£11 AaY1$ns _ OVO1 03133NN0 a i 1 1 Sd1V SZ VA 1L6`OZ' AsY11ns OV01 33N ZZ ` _ MN' I . B f 9 9 I 915`9 (Sd1VT S3SVHd 11Y lV101 1 0 3SVHd I 8 3SVHd _ r 3SVHd (fitYlV101811s ' OZZ'f Ot0't OZ6' l _ 0 - 965'1► d A► NO11d183S30 1 1V31d1311AS DIV 000'ZZ G31N101 33V48fS Sd1V L6 VA 61£`04 AaV11P1nS OV01 33N Sd1V 16 VA 9£L'SL AaY11ns OV01 03133NNO0 16 (SdP1V) S3SVHd 11V 11101 NT- v1018nS 01 1 /0Z 9£ 1 /0Z ' 9f t/OZ • >.£ l /oz Z£ ► jOZ Of 1 1 /01 1 /0Z +9Z : 1 /0Z 1 /OZ ZZ 7I /OZ Ica 'Tot el -r- 1 / - 9 1 1 1008 HSV3 /1008 11VM I /OZ tI ; l 1008 1N3131V1S I /0Z Z1 Olt' z 1 8008 ONIONY 1 /017 01 =� 1008 831805, 1/0Z 8 i 1 30V801S )(Ina l /OZ Y 9 06f'Z 80018803/V38V )111388 i C10Z t I 1 UM 331440 N3d0 1 /0Z Z a 1 i , NOIldIa3s30 33IA30 j 1V3Ia1311AS DIV 000'ZZ 031N nom 33V48fS w - 1108 9f - t /0Z 9f 1/OZ 'tf 1 /oz Z>i t /OZ Or 1 /OZ et l /ot 9Z 1 /0Z tZ t /oz 1 zt t /oZ o0 I /oz et i/o ' 91 l /oZ t 1008 HSV3 /P1008 11VM 1 /0Z Z1 1008 1N3M31V1S I /OZ 01 ' OoZ'Z M008 ONIONY1Vg flat e A OZ6' Hood 1/61 83180S 9 **OUT �- S1H911 iIX3 /S33893' 1 7OZ V 011'1 38VdS 1 /0Z Z 3 e I r- SOW 916 VA z L` uL Asylums OV01 03N _ _ SdPly 906 VA e 1 O`£SL Aavllns Oy01 03133NNO3 331A30 A i VA 0 00 VA 00S' 1 Sri VA 966'1 00 VA SLt t i Sri ' VA p 00 '1 VA 0 — 00.1 VA 0 VA OOZ'1 VA 966'C — VA 091'6 VA 0 VA 0 VA V 00 VA 0 OV0-1 33H 2101314 ONV130 OV01 03133NNO0 V (VA) 3SVHd /0101 V001 :A1IOVd1V Sn8 38IM t -3SVHd £ `AO9t /LLZ VA 0 OA 0 VA 0 VA S'Z96Zz VA o VA 0 00.1 SZ' 1 00'1 Sri 00'1 00 VA 99f'L5 # 00 OVO1 33N 8013V3 ONY130 VA 0 VA 0 VA 0 VA 0a t VA 0 VA o VA 99f'LS OV01 03133NNO3 313Y1d3338 = b 801011 1S39dV1 = 1 80101 = w ONIIHJI1 = 1 1N31d1n03 N3H31I)1 _ 11'3H 01813313 = H 1N311dln03 = 3 3dA1 A8 A ?V11f S OV01 LZ9'91 j L l9'LZ 3 3SVHd 8 3SVHd 009'1 O1 OfL'Q LZO't Zr oz 6' 1 0S9'Z (VA) 3SVHd /OV01 VOSZ :l113Vd1r Sn9 38IM t -3SVHd i 'A09t /LLZ gt2SdrA i 1 ` OZ 1'f fOZ1'f V i t t I 91 V. 31Bi 09L4 I ) 0 1 0 LOSSLZ L60Z8 SLt11 0 0 £5966£ OV01 33N 'SSL I: 965'1 Z6t'6Z V 3SVHd LLS'ZZ Z9L'0Z It 6£ 1 LE 1 /0Z 4 Sf l /OZ CC t /0Z IT l /oz TOWS 1 6Z 000'4 LZ r 000'5 SZ fin £Z i t /0Z OLL Z T tZ 1/S1 6 5' l ■ 61 I, I/SI 698`l 1 L11 1/S 690'SF S l t /Of i toct'� i £i t /oz r e9f'l LL t/S t 1 99 t'f , , 6 7 1/01 tzZ`s L: I 1 /0£ OLL'£ g 1 /01 OLS'S £ 1 /0£ OLr S t t 1/0£ 10 6S L£ 1 /01 { S£ ' 1 /OL ££ 1 /oa 1F � /oz 61 ; 1701 LZ 1 /OZ SZ t /0d £Z_ /Ot tzI /0Z 6l7 1 /0Z 1 L1� - Sl 1 l /0Z £I t /oz t1 }1 /01 s t7oz L IToz s l /oz _ r i /of 965't • 1 l 1 /Of e I r 331A30 0 LOf9L Z LL9S9 0916 0 0 £S966f OV01 03133NNO0 s 33IA30 313V1d3338 = 80101 1S392111 = 1 2101011 = 1 9NIIHOI1 = 1 _ 1N31dIn03 N3H311X= N 1V3H 31813313= H 1N31d1n03 = 3 30,1 A8 AlIV11fS OVO1 91f`91 (VA) S3SYHd 11V 1V101 9fL'SL (VA) S3SVHd 11V 11101 3 3 . I'-- 2131V3H 831YM 31813313 3 L1-1d413 St 1dd 3 t1 -1d31 3 £ 1 -1d34 9 -1d3 3 L 3 9 ldd 3 5 -ld4 3 t 3 1 3 1 d NOI:dI83S30 + A I 1 , 011 :NIV1 t - 1Nd(3) :13NVd 313V1d33321 = S80101 83H10 = w 80101 1S39ar1 = 1 9N11H911 = 1 N3H31I)I = IV3H 31813313 = 1N31dif03 = Aar1111S 0/01 N0I1d183S30 _ 1 d£ 71001 :NI191 I Hd13(N) :13NVd r i Sd1V 69 VA 199'11 AaV11111S OV01 03133NNO3 i 1 1 S318V0 30V211 1v311 17OZ Z l/s I t /oz:ri 1 /01 oz 6 0333 3anhINan31 t /OZ 81 011 L 0333 3anhINan3. _t /O 91 ~ OZL 0333 3anhINani 1 i/o ' r a 0333 3an11NanJ t /oz zt OZL f . 21 0333 3anllNan31 t oZ I of 1 T OIL a 0333 3anhINaflJ 1/01 9 j t OZL + 0333 3an11Nan3� t /o1 9 OZ OZL d 0333 1/OLT , , t ' ozL ors ! 1 £ a 8333 3anhINan31 1/01 z j 0l - 3 OZ L d 1 3 a 1 y 3 -t- r NOIldIa3S3O 1 331A30 j j (VA) 3SVHd/OV01 Or07 { 0 33IA30 1 lV3Ia1311AS 3IV 000'01 03INn01 33V3anS 3 3 � d a SPY 611 VA Z£L' AaVNI1nS OV01 03I03NNOD 3 (61) a31aOS' Z/09_ ' 91 ea ti 3 (61La3180 t Z/:09 z 09 , P1 1 _ , r i ' 9991, ; V9 iii. i 1 x81 Z ! it Z�0£ (0Z) IN31dIn03 83180S 9t B9a _ l 11 (61) 13180S 1/09 , 01 1 899`( 1 , TV9 t`Z 6 zr0 £ 3 -V -+ 8 899't , 0A�t 3 (61) 8318051 ZZ /09 9 999'0 r r r ' OZL - '2131210S Y r (61) ; z�09 988 1 ± ` 1V3Ia1311AS OIV 000` 03INn01 33rianS Sdur IS avw 1fVA r6t'9 t S OV01 33N - T (Sdwr) S3SYHd 64 11V -V101 �rrrAT Violens Sd1V 161 VA 909`9, Aar11nS OV01 33N i i �Or 1/0Z � 9£ 110Z I joZ ; �£ * l /oz Z£ + 1 / i 1/01 9Z l /0Z ' 9Z t /01VZ 1006 1033131 1/0Z ' zz � 1 NOIldIdDS3O i 33IA30 ) SdPIV 6f VA PZZ'z91 AaV11ns OVO1 33N Sdwr OZf VA 509'591 Adrums Ovol 03133NNO3 VA 991'91 001 VA 0 SZ' 1 VA 950'1 00'1 VA 0 SZ' VA 0 00'1 VA 0 00'1 VA OSZ 001 OVO1 33N 8013V4 ONV 609`1 950`6 -�. S 19'L 3 3SVHd 9 3SVHd I V 3SVHd 609'1 OLf'f L09'z TooZ's f Q99'S VOWS r It-1 1 /0Z + 6f 110Z zr 1 ors or T OSZ 011 IN 1 -d1 t sl 9f £1 I • T Sfl /OZ 1-33 t S 1 tS j 969 , 006 ff 1,101 r - Hn , IJs i + zf r 1 l — 'oz L 6z � L ' l j oz £ -Hn t t j s Of 9£ £ I T t 1_ _- oo z -Hn IN . 91 P91 X90`1 ' Lz - ' t /oz t- Hf1 +l /S1 9Z 1- 1 /0Z ti 3 t £8 099 '9£f OZL 911 r V001 :A113VdMV SOB 381M t -3SVHd £ 'A90Z /4Z 1 VA OSZ 130 OV01 03133NNO3� r 1 006 + CZ r flj110Z 090'1 + I t 1l � tf OZ 0 oZt f 006 . fS1 ci1 �fT 0 _ ? 006 OZL t .� i QZL l /O 1 011. l i I I Joi 4-1-1/51 l S Z9 ' L JSI S +l /o1 / £i `1 0 Z t 1 /0Z 1 099 x899`. 4 1- V i o a (VA) 3SVHd /avow VSZZ :A1I3VdNV SI18 38IM 1 d £ 'A9ol /oz VA 9Lf'Z1 VA 0 VA 950�l VA 0 VA0 VA0 ozz L£ 'Az z 61Z 9f0'SZ 1 9LS`SZ 1 011'91 1 rfL'8L (Sd1V SISVHd llr 1x101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 11Y 11101 VAL 1V1018nS '99`31 tOZ`S1 ZSS`61 ZLf'O1 . lint 995'9 6£ {VA) iV1018flS 006 - lr� /OZ S310d1d303b ONIOrrvl a I L - 006 1 OZ 5310V1d303b ONIOVIII , a 099 Lf i 11 (9Z) Sa3a3S d toz� 098 I 099 If tin } sf � /oz ___,__ 0l f n 1 ' Fr11 /01 Sa3Aa3S a Sa3Aa3S a 91399C d Sa3000r a V9l'z t£z� , safo9or a a Ot5 ' 891`1 + tZ Z£ 0 � 1N31dIn03 a31a0S a BBe't 1 Z i st a V91 T Z L 1 ZiOT . (OZ) 1N31d1103 8312105: a 8 t8 t, Z S t r v 6Z 1 1 /0Z L I /0Z 099' Sa l /0Z 1 (oz) D131'1(111103 3 213180S S a 1 /0Z (z) 2131NIad 39VI1I P4008 83180S 8 1008 83180S,a wood 831805 i i S i l /OZ £ I /OZ 006 T t 1 /oz V !1I N 33IA30 UV*? Z (NA) S3SVHd 11V 1r1o1010.1 (VAT- irioiens 33lAa3S d01_1008 a (SZ) 8 31N18d 3 �XV (9) 831d00 ' 8 30Vd01S 833rd a 3OVaOIS z 30NVH3X3 /X000'AYM11VH ) VM11VH /30V801S 30V801S/331330 3OVaolsf 8o1►s1A 301330/3N3a34NO3 Z 1008 3NO a 11008 ON1133w A1ddfS AYM11VH /10081S38 d 100211S3d /Sdn a 3NIHDY1 d31VM 1OH d 1VS0dS10 30V88Y0 a 1OO 9N11331 d wool )1Y388 ' a wood )4V388 , a 9Z 91 11 ZZ ZZ ZZ NOI1dI83S30 313r1d33321 = 80101 1S39ar1 = 1 801011 1 ONI1H911 = 1 _ 1N31dIn03 N3H31I)I = )1 LY3N 01813313 H _ 444 _ - _ _1N31dln0J 3 3dAl 18 Asylums 0101 NOI1d1213S30 df7v001 •NIV1 l - dl(N) :13NVd 'd A 1 df /VSZZ :NIV1 l - 110d(N) :13NVd • -r A 1 i Sd1V ZSZ VA 109'0E AaYMlns OV01 33N Sdwr S9Z VA vlL'Z0t AaV11fS OV0 C3iO3NNO3 1V31a131PAS 3IV 000 031N110M 33V3anS 1V3Ia1311AS 3IV DOWN t 03110101 33V4anS i £91 Z0Z IZ I Z 9t 11 Z0Z ZZ SOY) S3SVHd •rw '1101 1 3 3SVHd 8 3SVHd V 3SVHd VA 1r1Ul8nS 10^ V00 L POO 961 St to Z9 1/01 f Om et LToa 9L 1 /oZ - tL 1 /0Z t ZL Ott 1 /0Z i of Li-0z 219 t /0Z 99 066 1 /0l _ t9 1 /0l I . Z9 1 /0Z'09 on. I /0Z 9S I /0Z 95 NOIldi83S30 t 100'9 ZS 100'9 (t1) £- a31Niad f/0 OS 1 /0Z er 83MOd 918' l /0Z 9, 83MOd S19 1 /OZ tt 1 33IA30 Sdwr LOS VA 8Sf'lZt Aar11ns OVO1 33.4 1 Sd1V S6t VA LLt' l I t AJV1P1ns OV01 03133NNO3 OZf' r x00'9 I 100'9 >•o0'g 1 VO0, :A1IDVdMV Sn8 38IM t -3SVHd f 'A90Z /0Z l VOO, :A1.13Vd1V Sn8 38IM r -3SVHd £ 'A90Z /OZ 0 ZS69t1 1C6L£ SLtl1 0 0 000511 CVO" 33N 9 9Lt St 961 S1 r ---_ lrlolerls C9 - 1 oZ t le 1/01 (9l) 83A83S 34 a _ * 1 OZ£'t • 61 1 /0Z (tZ) .1N31(11003 83A213S' d LL ' 1 /0Z (SZ) a3A83s 3003N3, a 099 SL 1 01 (94 iN3P1d1n01 83A83S ?.1 099 fL ► /OZ (01) a?AS3S 3d~ a t IL 1/01 (a) 213iNi21d • a 0,0 I 69T1 /0l (a) d3LNIad a Ott L9 1/OZ (Li) 831NISd a t j s9 J joz (LL) a y 3Aa3S 3d a OZL £9Jl /0Z s3Aa3S 4 b Ott 19 , 1/01 ( [ z) 831N18d ` b I 6S 1/01 (L Z) a31Nlad' a LS l /OZ (9; 3NIHOVP1 40084 a SS 1 /0Z (8) .iMIN3VP1 4008d _ a + CST N 3 Ir 1 OCT Of 1 - 100`9 ! 100'9 6t f /OL Lt (VI) Z- 21 31NIad 3 _ - � 3 000 t 100'9 — _ 5t i 000' l �- 100`9 • £q £ /OL (q 3 431N18d 3 8 — V . 0 1 6 I V ! 1 I (VA) 3SVHd /0101 I ?I 133IA30 NOI1dI213S30 ZO 1 1 ZZ9'0 t 1 ttZ'£ t 4 ZSL'Z I 1 8 19'9£ (Sol S3SYHd TV 11101 3 3SVHd 8 3SVHd V 3SVHd (VA) S3SVHd 111 11101 VA) ivioienS 009`( 009`£ 009'C ZZZ L bt9 1 6 1 (VA) 1V1 o18nS 1 Zr T OZL ' IZS LP J l /OZ S dn 9NIDNV1V8 6 I 091'1 6 080 l L i ` I /O� ,c,-, oZ- 0N1a30N3a 1 3 Or 1/01 9£ £ I /St (c1) 8Z ONI830N38 3 l /OZ 9£ Z6£`Z s_ -- -- Iloz tf f 3 I / 01 z zsf`z , _ £ ; z / 0£ (Ct) Yl ONId30N3a+ 3 C t if t /0£ (£3l- 9a (S� 0333 3af111N21n l; I /OZ ' Of , 011 090'1 IV. — 1 6%181 (£ I) e l - 9NINIa30N330N3a a 3 3 (5) 0333 381111N8114 l JOZ SZ t ` OZL 1 16£ 1 a (S) 0334 3anhiNan_i 1 /OZ ; 9Z 1 i OZL 1 z6 ' S1 z / of (- l) V l - ONIa3GN3a a (5) 0334 3snhINan4 1/oz tZ OZL 006 £Z I l /OZ IN3 1NIM31V1l1VH s a (5) 0334 3anIINan4 r 1/01 r ZZ T (S) 0334 38n OZL f OZL lZ 1 /01 1N3M31r1S' a 11NSn4 l /OZ ' Cl OZ T 1 011 I t 046 6l + IJOZ 131VIS /AVM * a (S) 0333 3anl(Nan4 1/01 . l /OZ 91 011 1 81 OZL I Off I • l L1 i /01 (I1) )13ra1 :1333xHv0i a (5) 0333 3arl1Nan31 Ott { 1 _ SI / (a) alNlad d (S) 0334 3anhINan4 I /OZ , t t OZL I 011 _ £ l i OZ (S) 0334 3an11N21n3 ` 1 /oz z t OZL + r - , / ( a OZL 1 lI l /0z INOOa 1111 a (S) 0334 3anhINan4 dot 01 1 [ OZL J OZL T 6 1/01 AIIan03S (S) 0 33J 3anllNflJ ; l /01 9 oi r 006 L _, l /o Allan33s /1008 1IV1 + a (S) 8334 3bnllNan4 l /OZ 9 1 011 1 090'1 i s I /oz wood 11V11/M008 Hsr3: a (S) 0 334 321mlINan4 t /OZ t OZL 1 j OZZ ( £ : l /OZ (L) XV4 a (5) 8334 3an11N21n4 j l /oz , 1 3 8 OZL * 8____l__ 006 . 1 t /oz Mooa Hsro ■ a I l 1 __1 L 1 3 j V 3 NOI1dIa3S30 331A30 f I 1 I 'd V ( VA) 3 SVHd /Grow 1 • ; 331A3O NOIldIa3S3O A 1 0 ZS69t1 St£Of 0916 0 0 000511 OVO1 03133NNOO 99959 VA, S3SV 'lV 1V1O. _ VA 31M •NIVM (: laVd) Vl-d13(N) :13NVd S9n1 fl HI 0333 H11M d£ /roof :NIV1 (1 lsrd) Vl-d13(N) :13NVd 313r1d3338 = 8 ' 9101011 831110 = W 80101 1S39TV1 = 1 9NIIH9l1 = 1 N314011)1 = X MR 31810313 = H 1N31dIn03 = 3 Aar11ns oYOI 1 0 V I I F MAIN ELECRICAL ROOM cL--- NEW JNDERGROUND CONDUITS TO BE INSTALLED IN TRENCH BELOW GRADE. CUT SLAB WITHIN ELEC ROOM TO EXTEND TO NEW SWITCHBOARD. NEW SCL UTILIT" TRANSFORMER CONTRACTOR TO COORDINATE FULLY WITH SCL AND PROVIDE REQUIRED PAD MODIFICATIONS ' AND NEW CONDL IT OUAN'ITY BASED ON NEW MAIN SWITCH SIZE 1111111111111•1111•11111........ OM. 0 at ( /` 5 IMO SEE SHEET [2.0 V MIND I' VV sV1 i (. , t \ qv. ,t\ MEM I� I i i . _i n • IMO itt ... _ .1. 4 MEM 011111••■••■•••■ MIS L.. 411111. MI& $LA , j 1719 i i i SEPARATE of RM11 AND APPROVAL REQUIRED i UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 UNISYS ,pb ND 71323100 PERMIT SET - NOT FOR CONSTRUCTION PERMIT SET 09.30.03 PROGRESS SET 09 24.03 ,FOORDINATION SET 09/IY1 D3 bow Description Dote Ova • ELECTRICAL SITE PLAN Flack + Kura inc. 14' Fourth AVE Suite 400 Seottle. WA 9810 Tel. (206) 342 -9900 ruA (2C6) 342 -9901 WSP we "�►'hl OCT 0 1 2003 PERMIT (rh rEk Ow. Astrovi kis =T-Q ! f: UH -3 P.M- 1726 17 0 EF -1 N)LP -1 • GF!,AC (N)LP-1/41 13® 0 17 9 1 11@! GFI,AC EWH-1 I (E)PNL- 1 CRAC-7 NYELPH -1 I I 11 19 17 ri cv re 9 FPT -6 (E)PNL -i79 X15 15 15 HWM1 1 LP -1 9 GD -1 N)LP -1 /7 � I ry 0 • OPY © FAX CD ea 37 PTRC, 39 FPT - 3 _ (N)DPH -1 4 • 21 210 c-- i , I FPT -7 ( PNL- 41_ 1 V 15 SHEET NOTES 21€ '21 FPT 1 I E }PNL:171 8,10,120 ti 1 43) lill c 23€ be 23 FPT -5 E PNL- 7� ;I 23 23 t CH e ®-I 2,4,6 FP +1 7 (NNDPN -2 I 1 +`• I 1 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)LP- I, UON j (N)LP -1/41 we 25 B. PROVIDE CONDUIT AND WiRE FOR C?RrUITING SHOWN. r A. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL OUTLETS WITH ARCHITECT. MT -2 I (E)PN -1 3 FPT -4 (E)PNL -1 S 11111111111111111111111111111111111111111111111111111111111111111111111111 W123 as -9, N • a 22 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 • w w 4 FPT -8 I I (WM.-ITT m DS DS TF -2 N LP - 1 38 (N)DPH -2 (N)PDU -1 3 '1 (2)-3 °C Q FOR TELECOM ; 1 1-QV 5 • £RAC -1 � N)EDPH -1 M i . 4 - DS , ,I 25 qp 27 •rant` • 411 �► !. 1; , t1 - • H _+_ eaM 27 .. .., 25 4--43,15 _. 43.? UH -2 W0 2 4 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111 CRAC -2 ( N)EDPH -1 P, :.! fi ¶ ,i- I . 27 41 ••, i... • 41 • • 41 t i . ® 29 ;....' , : i ._ -. . ... _ .., .i. I Front 41 _ F I root .. • 1 SC:) -. 4 J i2, 4 ;33 27 x :4 .._. 35 33 • t : ..; .U, .I, Is , 31 i fE 1 , . ... 18,20 t.i39 I 19 .I 14, • .® 39 A i0 t i • 31 • ,,. ` *� .1, 10,12 4 D 39 i �..._ • 6,8 ®39 r a i CRAC-3 N DPH - 2 39 1 i 111 III 11111111111111111111111111111111111111111111111111111111111111 II 4 ° I f - 1 4 • .4_ _ ►t 3 U RAMP UP MD • ee U- 1 ..... ' (N)DPH -2 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)PDU- 1,UON. MD DS C * k GC -1 (N)EDPH -1 • 9,11 1 CWP -- 2 N) (EDPH -1 GENERATOR FEEDER - - - =' (SEE RISER DIAGRAM) 1(lp CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)LP- 1, UON CT -1 (N)EDPH -1 25 1 -t CT -2 (N�EDPH -1 NUMBERED NOTES CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP- 1A,UON. j cD CD CD tID a) 2511 • 26,28,30 . li I a 41 20,22,24 is 25 0-1041 I CD © 5 14,16,18 1 , 1 .... II.. -�� LP -1 /41 i _V wr y,p . { c cD . 411 -0V 8,10,12 _. _ I . - II I D o CD o 0 0 3-C•� 2,4,6 (N) DIESEL EMERGENCY GENERATOR K:::::s.CCTV CAMERA INSTALLED BY ELECTRICAL CONTRACTOR. PLENUM RATED CABLE BY DATA CONTRACTOR O EXISTING WATER FLOW AND TAMPER SWITCHES TO REMAIN AT ENTRANCE TO BUILDING. REFER TO PLUMBING DRAWINGS P2.0 P7.0 FOR MORE INFORMATION. O FIRE ALARM CONNECTION FOR SMOKE DETECTOR PROVIDED IN MECHANICAL EQUIPMENT. <> EQUIPMENT LOCATED ON ROOF. :z RENDERING EQUIPMENT HAS THREE ELECTRICAL CONNECTIONS. REFER TO ELECTRICAL EQUIPMENT SCHEDULE FOR MORE INFORMATION. <> LOCATE WEATHERPROOF RECEPTACLE NEXT TO AHU UNIT ON ROOFTOP. O ALL RECEPTACLES SHOWN IN THIS ROOM SHALL BE UNDER RAISED FLOOR AND SECURED TO THE CONCRETE FLOOR. O INTERCOM SYSTEM WITH PUSH TO TALK AND DOOR RELEASE FUNCTIONS. SEE DETAIL ON SHEET E -5.0 FOR MORE INFORMATION. n FI Q O FPT -10 '10D - 2 Q FPT -11 �N�PH -2 r. I I t NO U l ININIIMMIIMMIO MD ■C CD CD tD CD ®' rJ0® CD C) 4 4 20,21,24. i4 rr ail; la - ,._ } 21 t I ; ; 14,16,18® O O .) • AHU -2 N DPH -2 4101 8,10,12 ( }� O CO CD 0 QS ; po19 i,t . 1rk 2,4,6 II 1 i. , 4 927 N CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)PDU -1, UON II DEH 26,28,301 X21 .. 1 1 4 0 : RAC -4 RAC-5 NIEDPH -1 19 19 19 5 ire 5 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP-1A,UON. - .fEND_ER 9 - CfD r g FAX • a . l ' i( F N 1 3 1 0 - p 1 H 6 -2 ',11 11 A t i 21 11" 1A [v.] qp 23 CONNECT 120/208V NORMAL CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP - 1A, UON EQUIPMENT TO PANEL (N)LP LIP- fi[31 RENDER-2C PRINTER-2 1 PRINTER-3 33 ON AGi 23 33 CPsz 31 leo 9 29 29 ANCE k (g i M C P - .. - 130°?-- 3os CRAC-6 (N)DPH-2 CONNECT 120/208V NORMAL CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP-1A, UON EQUIPMENT TO PANEL (N)LP-1,UON. PERMIT AND REQUIRED r 11111111111111111111W111111111111■••■■ N SY S Dram Al_ PERMIT SET - NOT FOR - CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Owl flom E . Flack + Kurtz Inc. Seat t e WA 98101- 2260 Te1 (20E) 342-9900 W9P VP ilue wow! PERMI T SET 09.30.03 PROGRESS SET 09.24.03 COORDINATION SET WNW Issue nescript ; Dote Anok ELECTRICAL POWER/SIGNAL p_PLAN -- ELECTRICAL EQUIPMENT SCHEDULE , EQUIPMENT NUMBER , OPTIONS/ I .' FUNCTION VOLTS AMPS PHASE '' NEMA RECEPTACLE ! WATTS EACH QUANTITY WATTS TOTAL ,J REMARKS 1 Admin Assistant `A 110 j 1p t 1 ! 5 -20R 330 0 _ �mage Prinfer ttached to one of the Image PCs) 1 c QUAD 2 680 '`' Stripper ,. 110 I • .1 5 -20R __ 440 0 Oestripper 110 1 5 -20R 440 0 moge A/Misc Work 110 1 5 - 20R 330 18150 Copy Machine 110 1 5 -20R 880 880 Fax Machine 110 110 QUAD _ 220 660 Proof Machine n 5 -20R 330 660 110 QUAD 330 0 PCs fOrSNDP -- Check 110 QUAD 330 _, 660 Track 110 n IM 1 QUAD 330 r L 330 danger — Rendering 110 1 5 -20R 220 --4 0 208 1 HW - 2810 +N +G 4784 9568 120 120 HW - 2 #12 +G 1080 2160 n 17] HW - 2#10+G 25 5040 �4 Adjacent to Printer 110 - 0 Printers 208 50 3 18013 3 54039 Hubbell 460C9V05 receptacle; Hubbell plug included with printer 61 «* fi) Roll Feeders 0 SoftCAR+ 110 n I LJ' QUAD 330 .__. 0 NTS C f VC 110 QUAD 330 990 (r) 110 1 QUAD _ 660 1320 41) NIP 2 0O - Receptacle 208 ' 1 11W - 2 wire + G 9776 48880 Ol. One at each end 110 5 -20R 220 4368 r L 1100 Oil NDP6000 208 16-30R 17472 CIO C2 110 QUAD 0 `f) 01 4►Z, - logger - 1 _ 110 5 -20R �' 440 3520 /A gmf Vie 110 f1 5 - 20R ____440 '•, 660 , " , 440 : Server 'Servs, 110 5 -20R 1320 - p W _ ' : Power `. 110 5 -20R 660 1320 . RS PC Server 110 110 `1 5 -20R 660 L 660 4*4. : Check Track Printer _ 5 -20R 440 2640 —' _ Imbedded in NDP - 2000 - 110 5 -20R 660 3300 .0 Check Track Scale n 5 -20R 220 0 f. I, Check Track Hand Scanner 110 5 -20R _ _ 220 _ . 0 UH -3 P.M- 1726 17 0 EF -1 N)LP -1 • GF!,AC (N)LP-1/41 13® 0 17 9 1 11@! GFI,AC EWH-1 I (E)PNL- 1 CRAC-7 NYELPH -1 I I 11 19 17 ri cv re 9 FPT -6 (E)PNL -i79 X15 15 15 HWM1 1 LP -1 9 GD -1 N)LP -1 /7 � I ry 0 • OPY © FAX CD ea 37 PTRC, 39 FPT - 3 _ (N)DPH -1 4 • 21 210 c-- i , I FPT -7 ( PNL- 41_ 1 V 15 SHEET NOTES 21€ '21 FPT 1 I E }PNL:171 8,10,120 ti 1 43) lill c 23€ be 23 FPT -5 E PNL- 7� ;I 23 23 t CH e ®-I 2,4,6 FP +1 7 (NNDPN -2 I 1 +`• I 1 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)LP- I, UON j (N)LP -1/41 we 25 B. PROVIDE CONDUIT AND WiRE FOR C?RrUITING SHOWN. r A. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL OUTLETS WITH ARCHITECT. MT -2 I (E)PN -1 3 FPT -4 (E)PNL -1 S 11111111111111111111111111111111111111111111111111111111111111111111111111 W123 as -9, N • a 22 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 • w w 4 FPT -8 I I (WM.-ITT m DS DS TF -2 N LP - 1 38 (N)DPH -2 (N)PDU -1 3 '1 (2)-3 °C Q FOR TELECOM ; 1 1-QV 5 • £RAC -1 � N)EDPH -1 M i . 4 - DS , ,I 25 qp 27 •rant` • 411 �► !. 1; , t1 - • H _+_ eaM 27 .. .., 25 4--43,15 _. 43.? UH -2 W0 2 4 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111 CRAC -2 ( N)EDPH -1 P, :.! fi ¶ ,i- I . 27 41 ••, i... • 41 • • 41 t i . ® 29 ;....' , : i ._ -. . ... _ .., .i. I Front 41 _ F I root .. • 1 SC:) -. 4 J i2, 4 ;33 27 x :4 .._. 35 33 • t : ..; .U, .I, Is , 31 i fE 1 , . ... 18,20 t.i39 I 19 .I 14, • .® 39 A i0 t i • 31 • ,,. ` *� .1, 10,12 4 D 39 i �..._ • 6,8 ®39 r a i CRAC-3 N DPH - 2 39 1 i 111 III 11111111111111111111111111111111111111111111111111111111111111 II 4 ° I f - 1 4 • .4_ _ ►t 3 U RAMP UP MD • ee U- 1 ..... ' (N)DPH -2 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)PDU- 1,UON. MD DS C * k GC -1 (N)EDPH -1 • 9,11 1 CWP -- 2 N) (EDPH -1 GENERATOR FEEDER - - - =' (SEE RISER DIAGRAM) 1(lp CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)LP- 1, UON CT -1 (N)EDPH -1 25 1 -t CT -2 (N�EDPH -1 NUMBERED NOTES CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP- 1A,UON. j cD CD CD tID a) 2511 • 26,28,30 . li I a 41 20,22,24 is 25 0-1041 I CD © 5 14,16,18 1 , 1 .... II.. -�� LP -1 /41 i _V wr y,p . { c cD . 411 -0V 8,10,12 _. _ I . - II I D o CD o 0 0 3-C•� 2,4,6 (N) DIESEL EMERGENCY GENERATOR K:::::s.CCTV CAMERA INSTALLED BY ELECTRICAL CONTRACTOR. PLENUM RATED CABLE BY DATA CONTRACTOR O EXISTING WATER FLOW AND TAMPER SWITCHES TO REMAIN AT ENTRANCE TO BUILDING. REFER TO PLUMBING DRAWINGS P2.0 P7.0 FOR MORE INFORMATION. O FIRE ALARM CONNECTION FOR SMOKE DETECTOR PROVIDED IN MECHANICAL EQUIPMENT. <> EQUIPMENT LOCATED ON ROOF. :z RENDERING EQUIPMENT HAS THREE ELECTRICAL CONNECTIONS. REFER TO ELECTRICAL EQUIPMENT SCHEDULE FOR MORE INFORMATION. <> LOCATE WEATHERPROOF RECEPTACLE NEXT TO AHU UNIT ON ROOFTOP. O ALL RECEPTACLES SHOWN IN THIS ROOM SHALL BE UNDER RAISED FLOOR AND SECURED TO THE CONCRETE FLOOR. O INTERCOM SYSTEM WITH PUSH TO TALK AND DOOR RELEASE FUNCTIONS. SEE DETAIL ON SHEET E -5.0 FOR MORE INFORMATION. n FI Q O FPT -10 '10D - 2 Q FPT -11 �N�PH -2 r. I I t NO U l ININIIMMIIMMIO MD ■C CD CD tD CD ®' rJ0® CD C) 4 4 20,21,24. i4 rr ail; la - ,._ } 21 t I ; ; 14,16,18® O O .) • AHU -2 N DPH -2 4101 8,10,12 ( }� O CO CD 0 QS ; po19 i,t . 1rk 2,4,6 II 1 i. , 4 927 N CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)PDU -1, UON II DEH 26,28,301 X21 .. 1 1 4 0 : RAC -4 RAC-5 NIEDPH -1 19 19 19 5 ire 5 CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP-1A,UON. - .fEND_ER 9 - CfD r g FAX • a . l ' i( F N 1 3 1 0 - p 1 H 6 -2 ',11 11 A t i 21 11" 1A [v.] qp 23 CONNECT 120/208V NORMAL CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP - 1A, UON EQUIPMENT TO PANEL (N)LP LIP- fi[31 RENDER-2C PRINTER-2 1 PRINTER-3 33 ON AGi 23 33 CPsz 31 leo 9 29 29 ANCE k (g i M C P - .. - 130°?-- 3os CRAC-6 (N)DPH-2 CONNECT 120/208V NORMAL CONNECT 120/208V NORMAL EQUIPMENT TO PANEL (N)ELP-1A, UON EQUIPMENT TO PANEL (N)LP-1,UON. PERMIT AND REQUIRED r 11111111111111111111W111111111111■••■■ N SY S Dram Al_ PERMIT SET - NOT FOR - CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Owl flom E . Flack + Kurtz Inc. Seat t e WA 98101- 2260 Te1 (20E) 342-9900 W9P VP ilue wow! PERMI T SET 09.30.03 PROGRESS SET 09.24.03 COORDINATION SET WNW Issue nescript ; Dote Anok ELECTRICAL POWER/SIGNAL p_PLAN 4 0 4040 F4 4 NL 40 4 044 O F4 4 QNL 2 i I 1 FS 4 a 4 2 2 f NL 4 c 4 NL a LI 4® I I 2 b a a .2 S ti o (J it -EA a 4 NL 4 iI SHEET NOTES 4 Q 2 b 2 b 101 c 4 4 b 4 A. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF LIGHTING FIXTURES AND SWI TONES WITH ARCHITECT. B. PROVIDE CONDUIT ANC WIRE FOR CIRCUITING AND SWITCHING SHOWN. C. CONNECT ALL 277V NORMAL LIGHTING TO PANEL PNI - -1, UON CONNECT ALL 277V EMERGENCY LIGHTING TO PANEL ELPH -1, UON. D. ALL EXTERIOR LIGHTS SHALL REMAIN. RECONNECT EXISTING CIRCUITING TO PANEL PNL -1. PROVIDE NEW CIRCUIT BREAKERS AS REQUIRED. REFER TO DETAIL E -6.0/3 FOR UGHTINC CONTROL SCHEMATIC NUMBERED NOTES • NL ' b 4 L3 1;, . 2 • ® 4 iLii $$ c b ' c 0 2 0 b 4 2 b !2 NL o to 4 (TYP) 2 $ b • • 0 : n a,b b 2 b 2 'NL .4 c 4 NL 4 b 2 b 2 4 b 2 ;.. 4 CONNECT TO NIGHT LIGHT (NO TO UNSWITCHED CIRCUIT AS INDICATED. 2O ROOM REQUIRES 24/7 OPERATION AND IS EXEMPT FROM AUTOMATIC CONTROL_ REQUIREMENTS PER EXCEPTION 1 SECTION 1513.6 OF WASHINGTON STATE ENERGY CODE. O PROVIDE TWO (2) UNSWITCHED SECTIONS PER ROW FOR 24/7 NIGHT LIGHT OPERATION. a, 4 NL IM ,4 b 6 n 1 1 a a 8 8 0 6 4 b I j_. _j.. -I .... .46 6 0 6 b fNL INL t -s 1.0> Ua e f. f.. Nl� (NL F 1 it .- .. _ 1 4 U ;1.14 1 - 1 i ,I.i 1. 3 : ! - 1 _` T. . ; . I * .._ 1 .. : 1. ._u .:. 8 a 8 • a j. 8 101 L 1 a I I 1 • 4f' p till _LtJ tT t:L t . - t i 1 1 1 } 1- -- - --4- - +- — L rr - <, i i I. -- f -- - a _ a t ® - NL 1 1 - f �-•- .I - I f i__. +.---t-- ,b 8 t 1 -, - i----4----i - . - - - r4 ___ 4 L.J L_4J2Li 114 L .....`14 I 1 t : , ''' . 1......,......, sr. --4,..±.41-- -,:r...-r - .4 - .... - r- . • It'll. , 4 i --- •, i _'i._. EA ii - -t - !a 8 ' ib 6 t a - r-• --f= = !! 1.12 I ' , 'I . I I t:frU'N , ,. -.12 02 - j 2 I. - .- : -- :i u - � O b NL 4 _ ;° _ 8 b f / r . - -. -I- 1. 1 * �1 1 - -- -� � u I - -• I � � . 12 12 1 �- j ii:t14 - }- 4 L I a 8 , 6 't o 8 a i� i_ 12 b ill - - 12 14 12 1b . - � !: i f . b 6 IQ 8 0 ' I. $ 6 ' : �' ! F X14 • _1••• 0 b a il _ __�-._ . , ._ {._ t . ...�_.. _ �-- t a . t i ` I, 14 12 14 ' c 8 t i 1 ° 1 ++ i r b a b -- - { - t. _ 3 ! .1 i - di + ' 12 14 12 r - 6 ' I ;. l A 14 * t .11 1_ t I r -. is ,? 11 ®4 , I I I�. I 8 F ..._f_. ..._1_ .i.._ , t i ___ 1 . b L d , 10 a 2 10 ANON �. ._...I b _ ! 0 n 1 , _ t 12 1 NL ±..- . I.....4- r 1��.i 1 .� �� I a 12 1 lb JO 3 --. 12 ' NL i 4 1 f i_. 1.. _j 1 i _ i _ 1. i l 1 - i . t I $ 12 t . . . 10 I .. 12 i ._ b 10 ' 1 2 1.. ,b 10 1 i t I _. .j.....__ _ F1 .... ►_._.i : i r * -.. ' r_ !° 12 1_ t 10 ' a 1 - c b 1 1 l° 12 Jb 10 I 1 I , f t U 1 41-1 t 1 1- . 10 I. p 12 1 f__ 14 ___r _f__.,.... — ic ir- . 1a -{ f J2 L! '.- t I I 71---f + �- I ...- . 14 _.x.12 L__.a14 - -4 -4- C)1 -,t 1 - b - 4 —1 I . i ' Ty YP) - -t _ 4 -_ j . 1 L 1 b f - -114 _.f 12 r I li 7 . 1- ._.._4.14 II 1 ! I I . - 4 - -- t 12 } i b f ,: i • Lr .4-1 i 1- $$$ 1.1 Li.. L.-- — 14- 4 ._.., . ,_ 1 t ts. , i --+----14® 4). 1 41':! ..1 4 1 I 1 • • ig3>c) /. 1 12 12 1 I 1 1/3- 9 )t)8 10 t.4 If PERIAIT AND APPROVAL REQUIRED UNiSYS PERMIT SET — NOT FOR - CONSTRUCTION UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET GOORDWATION SET Issue Description Dram) Ai as& #2 21323503 Flack + Kurtz Inc. 1417 Fourtr. AVE Suite 400 Seattle, WA 98 Tel. (206) 342-9900 Fox. (206) 342-9901 Al p WV A IN amp groom ELECTRICAL REFLECTED CEILING N _PLAN Om *mei sole 09.30.03 09.24 03 note PERMIT cf Te4 • -3.0 s SCALE: 1/4" - 1 —C" SHEET NOTES • 63 B. PROVIDE CONDUIT AND WIRE FOR CIRCUITING SHOWN. NUMBERED NOTES V z I �..... _.._ _... 463 81 �._� . i .. .._..._.. i_ _ __..._ ... ............_....... PARTIAL FIRST FLOOR PLAN A. VERIFY EXACT LOCATION AND MOUNTING i'r+EIGHT OF ALL OUTLETS WITH ARCHITECT. O ALL 120/208 EQUIPMENT IN THIS ROOM ;S TO BE CONNECTED TO PANEL ELP -1A, UON. 77 77 75 ;.- `71 $7 . �3 10 63 65 63 s • : • (E)TELCOM BOARD a. U L. 0 0 CALE: 1 /4" = 1 -0" o s i J (N)ELPH- 1 1 1 Il I `..,;1 I, (N)ELP - -1A I • 71 (N)UPS 225 KVA BATTERY STORAGE (N)ETK 1 t (N)EDPH -1 PARTIAL - FIRST FLOOR PLAN 88 (N)MDP -- r J. r - - r) ( : A(N)ATS -1 El N)TK -1 (CLG. MTO.) i .4 (N)MDP I (N)L° -1 Ii i I• i iI / I; , ,. �.w. . . 1)' t , iE PARATE PERMIT AND APPROVAL REQUIRED • U t■e_a 7323500 PERMIT SET - NOT FOR CONSTRUCTION � _; UNISYS / Gateway North, Building 7 11621 East Marginal Way S. JukwiIa, WA 98168 PERMIT SET 09.30.03 PROGRESS SET 09.24.03 COORDINATION SET 09/17933 Issue Description Flack + Kurtz Inc. E)I 1417 Fourth AVE Suite 400 Seattle, WA 98101- 2260 Tel. (206) 342 -9900 Fox. (206) 342 -9901 ` WV A • bop w•r 41 A rV OCT o 1 2003 PEwWT Roan Al Obi Owns fro trde V4' =rT ELECTRICAL ENLARGED w PUNS 5' WIRING SCHEDULE - COPPER CONDUCTORS CIRCUIT RATING _ -- _ CONDUIT SIZE (INCHES) CONDUCTOR SIZE NONE - T G _ - _- N _ - NG ' NGI NNG NNGI PHASE/ * - ; NEUTRAL GND IG 15 20 0.5 0.5 0.5 0.5 _ 0.5 0.5 0.5 0.5 _ 0.5 0.5 1 __ 0.5 _ 0.5 0.5 0.5 0.75 ~_ 1 12 12 12 0.5 0.5 12 30 0.5 0.5 0.75 1 0.15 r - 1 10 8 10 10 40 0.75 0.75 , 0.75 ` 50 1 1 1 1.25 1.25 1.25 1.25 1.5 6 4 10 10 8 60 70 1 1.25 ___ 1.23 -_ 1.25 - 1.25 _ 1.25 1.25 ~ 1.25 1.5 1.5 1 -1.25 1200 1.5 t.5 X1.5 � 4 80 1.25 1.25 1.5 1.5 2 2 2 2 8 90 1 00 1 1 125 ___ 150 � _ 1 75 _ 200 225 250 1.25 1.25 2 2 2 2 8 1.25 1.5 1.25 1_ 1.5 1.5 2 2 2 2.5 2.5 1 1 8 6 6 6 6 1.5 2 2 2 1.25 1.5 1.5 2 2 2.5 1.5 : 1.5 2 2 2 2.5 2.5 1 2 2 2 2.5 2.5 1/0 y 2 2 2 2.5 2.5 2.5 2/0 3/0 2 2 2.5 2.5 2.5 3 2.5 _ 2.5 3 3.5 2.5 2.5 3 3 3 3 4/0 250 350 4 4 4 2 i_ 2.5 3 3 3.5 _ _300 2.5 3 3.5 3.5 3.5 3.5 350 3 _ 4 4 _ 4 _ _ 5 500 400 _450 202 202 _ - 202 f 202 202.5 202.5 202.5 202.5 202.5 203 202.5 203 203 203 203.5 204 205 303.5 304 404 504 3/0 4/0 250 350 500 300 400 350 400 2 2 1 1 1 /0 1 /0 2/0 3/0 4/0 250 350 400 500 _600 700 800 1000 : 1200 1600 2000 2500 3000 202.5 202.5 203 302.5 303 402.5 503 603.5 703.5 803.5 I2O2.5 203 1 t203.5203.5 303 1 L303 403 503 202.5 203 303 303 _403 _503 _ 203 203.5 _204 303 303.5 403.5 503.5 i L203 203.5 204 303.5 _ 304 1 403.5 ' 504 203 __203.5 204 303.5 304 403.5 504 604 704 [ 804 603.51 603.5 703.5 703.5 803.51 803.5 604 704 604 704 605 500 704 804 I 500 500 804 804 SUBSCRIPT KEY SUBSCRIPT CONDUCTORS PER CONDUIT NONE G 3 PHASE CONDUCTORS, CONDUIT GROUND 3 PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR N 3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, CONDUIT GROUND NG 3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, GROUNDING CONDUCTOR NGI 3 PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR NNG 3 PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS*, 1 GROUNDING CONDUCTOR NNGI 3 PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS ;, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR * SINGLE NEUTRAL CONDUCTOR SIZES FOR CIRCUIT RATING 125 AND LESS CIRCUIT RATING 15 20 30 40 50 60 SINGLE NEUTRAL CONDUCTOR SIZE 10 $ 4 2 1 1 /O CIRCJIT RATING 7 80 90 100 1 25 SINGLE NEUTRAL 2/0 CONDUCTOR SIZE 3/0 4/0 250 250 EXAMPLES 225NG •OURC LOAD 225 NG T - CIRCUIT RATING ---- SUBSCRIPT TRANSFORMER SCHEDULE KVA FEEDER AMPACITY NEUTRAL GROUNDING ELECTRODE CONDUCTOR PRIMARY 480V 3 PHASE -3 WIRE SECONDARY 120/208V 3 PHASE -4 WIRE 3 15 15 1/2 "C -1 #8 6 15 20 1/2 "C -1/8 9 15 30 1/2"C-118 15 20 50 1/2 "C -1/8 30 50 100 1/2 " C - 1 #6 45 70 150 1 /2"C-10 75 110 250 1/2 "C -1g2 112 1/2 175 400 3/4 "C -1 /3 /0 150 225 500 -- -._ 3/4"C-103/0 225 350 800 3/4 "C -113/0 300 450 1000 3/4 "C -113/0 500 800 1600 3/4"C-1#3/0 750 1200 2500 3/4 "C -113/0 FEEDER KEY TRANSFORMER IDENTIFICATION PREFIX FEEDER CONFIGURATION PRIMARY SECONDARY T 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 1 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NG) TK 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 2 NEUTRAL CONDUCTORS 1 GROUNDING CONDUCTOR 1 ISOLATED GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NNGI) EXAMPLES - Y r FB1 T F T -1A _ 75 KVA IT� r TK - tA I T � ET - 1A _ ryl ETK -1A 30 KVA 45 KVA 112 KVA V r PRIMARY FEEDER SECONDARY FEEDER 480V 120/ 208V LOAD 1 1 T -1 A 75 KVA REFER KVA RATING TO TABLES ABOVE FOR FEEDER AND GROUNDING REQUIREMENTS 120V EMERGENCY POWER TO ADDITIONAL DEVICES AS REJUIRED (TYP.) 0 FV F G S P t 1 fACP y W 0 S F . C FSD ; \ 2" CONDUIT & WIRING TO GENERATOR CONTROL PANEL GROUND FLOOR t71, 3 41 3t0 s )e FIRE ALARM RISER NO SCALE r 1 ELECTRICAL ROOM I I TELECOM UPS ROOM I I SERVER ROOM I G \ G I G G G - . I .. I t I GROUND L00 FLOOR GREEN SHIELDED #1 AWG COPPER GROUNDING CONDUCTOR IN 1" CONDUIT, TYPICAL, UON C 3 ) GROUNDING RISER NC SCALE © TWO BREAKER MAINTENANCE BYPASS SWITCHBOARD r FB1 P _ __ ■ CRITICAL BIB n 1x188 I MIB \ L t + ' 1 LOAD AC OUTPUT _J UPS MODULE r - 1 STATIC BYPASS SWITCH 1 I I 1 STATIC SWITCH DISCONNECT I - BYPASS CB 'p RIB 1 I CONTROL POWER - -- ICONTROLS1- I r ( I n RECTInER/ L INPUT CHARGER 0 INVERTER -4- -• _ _ _ _I I MAIN INPUT L. _ CB ._ _ SWITCHGEAR OUTPUT CB ___ ^ BATTERY MBD J UPS DETAIL RISER NO SCALE 1 (N) -2 . Q TER RQQM iLPS RQ0k4 (N) PDU -1 75 kVA NUMBERED NOTES (N) ELP -1A (N)11ONNG (N) ELP -1A <> FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. POWER RISER DIAGRAM �N1E -1 112.5 KVA ( N) N S MBP _ SP 1 0 - I 22 I. (N)350NNG (N)100G ep (N) EDPH -1 ,�N�ATS -1 600A /4P (N)400NG (N)600NG (N)600NG MAIN DISTRIBUTION BOARD 277/480V, 30 -4W 1200A BUS 65,000 AIC ELECTRICAL ROOM 1000AT 1200AF (E) PNL -1 AU K= T J 30KVA F 1000A UTILITY SERVICE CONDUITS PER SCL REOUIREMENTS (MINIMUM 4 CONDUITS WITH 3 CONDUCTORS) 600AT /600AF GRCUND FLOOR (N) DIESEL EMERGENCY GENERATOR 350KW /437KVA, 277/480V, 30, 4W (N) PAD MOUNTED TRANSFORMER DELTA PRIMARY, 277/480V, 30, 4W WYE SECONDARt. 750KVA SE PARA TE PERMIT AND APPROVAL REQUIRED • NO SCALE UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 Issue Description Dot. Roan Al Geri kb 21323510 wi • UNIS PERMIT SET - NOT FOR CONSTRUCTION ,; r . Wit: >•3 a . »_ r ,.4, -L.: . PERM; T SET 09.30.03 PROGRESS SET 09.24.03 COORD!NA 1'P SE1 0971122933 ..,RES Flack + Kurtz Inc. 1417 Fourth Av■ Suite 400 Seattle, WA 9810 2260 Tel. (206) 342 -990C Fax. (206) 342 - 9901 a l WV . o.• e....., ELECTRICAL RISER DIAGRAMS OCT o 2003 PE'.AMT CAA. rE, OMner_ l�iovd see NTS w r LIGHTING CONTROL SCHEMATIC SECURED SIDE CEILING LINE ...... t I 1=-1�1 _lji --11' POWER DOOR DETAIL v PANEL 3' TYP. INACTIVE DOOR ELPH - 1 n n ACTIVE DOOR r- — — — -• WHERE INDICATED ON DRAWINGS I r1 � I L —J FLOOR LINE ;1 TO ACCESS CONTROL PANEL SECURITY JUNCTION BOX MOUNT AT 10' CENTER AFF ON SECURED SIDE REQUEST -TO -EXIT PIR DEVICE MOUNTED CENTERED ON DOOR APPROX. 12" ABOVE DOOR FRAME FLUSH MOUNT CONTACT (TYP.) MAGNETIC LOCK (TYP.) REQUEST -TO -EXIT BUTTON MOUNTED ON SECURED SIDE );i1(NL NO SCALE NO SCALE 1 1/4" EMPTY CONDUIT WITH PULLSTRING STUBBED 6" ABOVE ACCESSBLL CEILING, WITH BUSHING AT CONDUIT END MAXIMUM OF TWO BACK BOYES PER STUB -UP 4` SQUARE X 2 1/8" DEEP RACKBOX -- - - - --. 1 1/4" EMPTY CONDUIT WITH PULLSTRING TO TELEPHONE BOARD IN EQUIPMENT ROOM, CONNECT MAXIMUM OF TWO BACK BOXES PER STUB -UP — - - - - --- 4" SQUARE X 2 1/8" DEEP BACKBOX IN AREAS NON— ACCESSIBLE CEILINGS EXPOSED DECKING gi q m r 4 4 a A ct ROOF r V 4 \--ACCESSIBLE CEILINC TELECOM BACKBOX CONDUIT STUB —UP DETAIL FOR TELECOM OUTLETS IN AREAS WITH ACCESSIBLE CEILINGS TELECOM BACKBOX CONDUIT STUB—UP DETAIL FOR TELECOM OUTLETS GYPSUM WALLBOARD STUB - UP 2 -GANG PLASTER RING FOR TELEPHONE OUTLET. FACEPLATE FOR COMMUNICATION OUTLET PROVIDE BY OTHERS FLCOR FINISH ■ FLOOR FINISH r � • CONDUIT HOMERUN TO TELEPHONE BACKBOARD GYPSUM WALLBOARD STUB -1 P 2 GANG PLASTER RING FOR TELEPHONE OUTLET. FACEPLATE ; OR COMMUNICATION CUTLET PROVIDE B!' OTHERS • I NO SCA. E SEPARATE PERMIT AND APPROVAL CORED NO SCALE Issue Description UNISYS UNISYS Gateway North, Building 7 11621 East Marginal Way S. TukwHa, WA 98168 pb ID 71123500 feet El. PERMIT SET - NOT FOR CONSTRUCTION HMI I SET PROGRESS SET COORTANAT'ON SET 1417 Fourth AVE Suite X00 Seattle, WA 98101 -2760 iel (206) 34 0 Fa.. (�) S/901 1417 Four =.h AVE Suite 400 Seattle. WA 18101 -2260 Tel. (206) 0 Fox. (206) 343901 �� o�1 4 DraMr► Al Om Owns lyOprord Flack +Kurtz Inc. ELECTRICAL DETAILS sO NTS 09 09.24.03 093 Date , f n OCT a12003 PERA*T E. ti I & or + L 0 0 6E) (N) ACOUS. A.D. ADJ. A.F.F. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. BOT. B.T.B. CAB. C.B. CEM. CER. C.I. CLG. CLO. CLR. COL. CONC. CONSTR. CONT. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DEL DIA. DIM. DISP. DN. D.O. DR. DS. D.S.P. DTL DWR. DWG. E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXIST. EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.F. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. G.C. GL. GND. GR. G.W.9. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. IA I.D. INSUL. INT. ABBREVIATIONS And Angle At Centerline Diameter Perpendicular Channel Pound or Number Existing New Acoustical Area Drain Adjustable Above Finish Floor Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom Back to Back Cabinet Catch Basin Cement Ceramic Cast Iron Ceiling Closet Clear Column Concrete Construction Continuous Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Downspout Dry Standpipe Detail Drawer Drawings East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panel Equal Equipment Electric Water Cooler Existing Existing Exposed Expansion Exterior Fire Alarm Flat Bor Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Finish Floor Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Studs Fireproof Full Size Foot or Feet Fire Treated Footing Furring Future Gauge Galvanized Grab Bar General Contractor Glass /glazing Ground Grade Gypsum Wall Board Gypsum Home Bid Hollow Cab Hardwood Hardware Hollow Metal Horizontal Hour Height Interior Architects Inside Diameter (Dim.) Insulation Interior JAN. JT. KIT. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MTL. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. or NOM. N.T.S. O.A. O.A.E. OBS. O.C. O.D. O.F.C.I. O.F.0.1. OFF. OPNG. OPP. PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D. P.T.D /R Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ'D. RESIL. RM. R.O. RWD. R.W.L. S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SNT. SPEC. SQ. S.S. S.SK. STA. STD. STL. STOR. STRL. STRUCT. SUSP. SYM. T TRD. T.B. T.C. TEL. TER. T. &G. THK. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. V.C.T. VERT. VEST. V.I.F. w. W/ W.C. W/o WP. WSCT. WT. Janitor Joint Kitchen Laboratory Laminate Lavatory Locker Light Maximum Medicine Cabinet Mechanical Membrane Metal k4 nufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not in Contract Number Nominal Not to Scale Overall Or Approved Equal Obscure On Center Outside Diameter (Dim.) Owner Furnished Contractor Installed Owner Furnished Owner Installed Cffice Opening Opposite Precast Plate Plastic Laminate Plaster Plywood Pcir Point Paper Towel Dispenser Combination Paper Towel Dispenser & Receptacle Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Dispense Sanitary Napkin Receptacle Sealant Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Structural or Structure Zuspended Symmetrical Tread Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vinyl Composition Tile Vertical Vestibule Verify in Field West With Water Closet Wood Without Waterproof Wainscot Weight • CODE INFORMATION 1 THE CONTRACTOR SHALL CONFORM TO ALL CURRENT CODES, ORDINANCES, ETC. WHICH HAVE JURISDICTION OVER HE WORK, AND SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH THE LATEST REVISIONS. 2. SITE ADDRESS: 11621 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 3. OCCUPANCY TYPE: B - OFFICE /Mai Y( I'LA. T' Z 4. PROJE T.I. S 1 STORY, 29,520 S.F. 5. CONSTRUCTION VALUE: $1.2 MILLION 6. TYPE OF CONSTRUCTION: 7. ZONE: TYPE III -NR, SPRINKLERED MIC /L MANUFACTURING /INDUSTRIAL CENTER - LIGHT DISTRICT 8. PARCEL NUMBER: A, B, AND C (SEE LEGAL DESCRIPTION BELOW) 9. BUILDING IDENTIFIERS AT SITE ADDRESS: BUILDING IDENTIFIERS IN SCOPE OF WORK: 7 7 9. LEGAL DESCRIPTON: Parcel A: Lot 3 of Tukwila short plat no. 90- 2 -S.S., according to short plat recorded March 12,1990 under recording no. 9003121482 in King County, Washington. Parcel B: An easement for ingress and egress, over, under and across a strip of land 50 feet in width being in the northwest quarter of section 9, and the northwest quarter of section 10, all in township 23 north, range 4 w.m., in King County, Washington, Lying 25 feet on each side of the following described line. Commencing at a point of 70 feet right of engineer's station "H" 556 + 57.3, being a point on the northeasterly margin as shown on sheet 1 of 7 for right -of -way, SR -99, south 118th street junction S.S.H. No. 1 -K as approved July 23, 1957, said point being a point of tangency of a curve whose radius point bears north 42'02'03" east and is 748.51 feet distant; Thence southeasterly along said margin and said curve through a central angle of 04'26'56 ". An arc distance of 58.12 feet; Thence north 41'57'30" east, 499.81 feet; Thence north 15'27'21" east, 75.56 feet to the point of beginning of this described line; Thence south 74'32'39" east, 212.89 feet; Thence south 78'39'54' east, 128.28 feet; Thence south 81'20'44' east, 447.24 feet to a point of curvature concave to the north; Thence easterly along said curve having a radius of 170.00 feet through a central angle of 15'51'28 ", on arc distance of 47.05 feet; thence north 82'47'48' east, 101.03 feet to the westerly margin of that portion of said section 10 condemned in superior court cause no. 646697 and the terminus of this described line; Together with that portion of said northeast quarter of section 9, described as follows: Beginning at the aforementioned point of beginning; Thence north 35'27'21" east, 25.00 feet; Thence north 74'32'39" west, 62.74 feet; Thence south 48'02'30" east, 56.02 feet; Thence south 74'32'39' east, 12.60 feet to the point of beginning. Parcel C: An easement for parking, for the purpose of loading and unloading trucks over the following described property. That portion of Lot 2, City of Tukwila, short plat no. 90 -2 -SS, recorded under recording no. 9003121482, records of King County, Washington, described as follows: Commencing at the southeast corner of said Lot 2; Thence north 07'12'12" west, 142.02 feet along the east line of said Lot 2 for the true point of beginning; Thence continuing along said east line north 0712'12" west, 200.00 feet; Thence south 82'47'48" west, 10.00 feet; Thence south 0712'12' east, 200.00 feet; Thence north 82'47'48" east, 100.00 feet to the true point of beginning. ALL WORK IS LIMITED TO THE FOLLOWING: CONSTRUCTION OF INTERIOR PARTITIONS, SUSPENDED CEILING AND INTERIOR FINISHES. NEW MECHANICAL AND ELECTRICAL SYSTEMS ARE DESIGNED UNDER SEPARATE PERMIT. NEW SECURITY AND VOICE /DATA CABLING SYSTEMS TO BE FURNISHED AND INSTALLED BY OWNER. ALTERATIONS TO THE EXISTING BUILDING ENVELOPE INCLUDE NEW WINDOW AND DOORS. ADDITIONS TO THE BUILDING SITE AND BUILDING EXTERIOR INCLUDE INSTALLATION OF NEW SECURITY CAMERAS, NEW CONCRETE EQUIPMENT PAD /ENCLOSURE AND NEW LOADING DOCK STAIRS /LANDING. GENERAL SYMBOLS r -1 EiDiaguL :iI1i:: DETAL TITLE �f "\ '4> N COLUMN GRID UNE ROOM NUMBER DOOR NUMBER DETAIL RF FERENCE DETAIL REFERENCE WITH ARROW SECTION REFERENCE DRAWING TITLE DETAIL TITLE ELEVATION REFERENCE U t I I SHEET NOTE REVISION CLOUD MD REMSION NUMBER WALL. TYPE ENLARGED DRAWING REFERENCE DIMENSIONS CENTERLINE ALIGN DATUM • NEWT NUMBER PORTABLE FIRE EXTINGUISHER V fn o U) r CLIENT) CLIENT REPRESENTATIVE PROJECT DIRECTORY UNISYS CORPORATION 480 NORTH 2200 WEST / PO BOX 16800 SALT LAKE CITY, UTAH 84116 -0800 801) 594 -5200 801) 594 -4426 FAX ONTACT: Bill Gregg p UILDING MANAGEMENT / LANDLORD REPRESENTATIVE R.J. HALLISSEY CO., INC. 1 2.720 GATEWAY DRIVE, SUITE 207 TUKWILA, WA 98168 1 20e1 241 -1103 206 241 -2191 FAX ONTACT: Rick Kolpa ARCHITECT OF RECORD INTERIOR ARCHITECTS PIER 56 - SUITE 201 1201 ALASKAN WAY SEATTLE, WA 98101 206.264.9195 206.624.1525 FAX CONTACT: Ed Hanblcki VICINITY MAP 99 • "Z$ 1 2 1 scSt 122Rd St 5 123rd St r • S 125th St • S 1 25th pi •S 127th St Xt . D wam sh S 113th St • r 5,1 . 15th S`t . S 114th St forth St „3,w i 'S120thpi ,., • 117th PI . S126thS C12003 MapQuest.corn, Inc .; 02003 Navigate n "Technologies ,;; ,r 4 . • o 6 104th P1 L58 • sr .n PtiiMIT AND APPROVAL : ,,- HF,1IRED // 3 E 124th St o iv ce) ly Ilentown 0 INDEX OF DRAWINGS ,ARCHITECTURAL AN -1 AN -2 AN -3 AN - 4 A -0.0 A -0.1 A -1.0 A -3.0 A -3.1 A -4.0 A -5.0 A -6.0 A -8.0 A -8.1 A -8.2 A -8.3 STRUCTURAL S -1.0 . STRUCTURAL: EXTERIOR STAIR AND LANDING MECHANICAL M -0.0 M -0.1 M -0.2 M -1.0 M -1.1 M -1.2 M -3.0 M -4.0 M -4.1 PLUMBING P -0.0 P -1.0 P -2.0 P -3.0 P -4.0 ELECTRICAL E -0.0 1-0.1 E -0.2 E -1.0 E -2.0 E -3.0 E -4.0 E -5.0 E -6.0 - PROJECT INFO., SHEET INDEX GENERAL NOTES GENERAL NOTES GENERAL NOTES SITE PLAN + EXITING DIAGRAM ELEVATIONS AND ENLARGED SITE AND ROOF PLANS FLOOk PLAN REFLECTED CEILING PLAN REFLECTED ATTIC PLAN - FINISH PLAN FURNITURE PLAN ENLARGED FLOOR PLANS DETAILS AND SCHEDULES: DOOR, WINDOW, AND HARDWARE DETAILS DETAILS DETAILS . MECHANICAL LEGEND AND ABBREVIATIONS MECHANICAL SCHEDULES . MECHANICAL ENERGY CODE FORMS . - MECHANICAL FLOOR PLAN AT GRADE MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL CONTROL DIAGRAMS MECHANICAL DETAILS - A MECHANICAL DETAILS - B PLUMBING LEGEND AND ABBREVIATIONS PLUMBING FLOOR PLAN ?' .FIRE PROTECTION FLOOR PLAN PLUMBING ENLARGED PLAN PLUMBING ROOF PLAN ELECTRICAL LEGEND AND ABBREVIATIONS ELECTRICAL SCHEDULE AND ENERGY CALCULATIONS ELECTRICAL DISTRIBUTION AND PANELBOARD SCHEDULES ELECTRICAL SITE PLAN ELECTRICAL POWER AND SIGNAL PLAN ELECTRICAL LIGHTING PLANS ELECTRICAL ENLARGED PLANS ELECTRICAL RISER DIAGRAM ELECTRICAL DETAILS SEPARATE PERMIT R QUIRED FOR: N EC HANICAL E LECTRICAL LUMBING reGAS PIPING CITY OF TUKWILA BUILDING DIVISION "" REVISIONS NO CHANGES MALL SE WOE TO 'NE MOPS OP WORK WITHOUT P= r.4VAL OP TUKWILA SU LDM'{3 f> " " . . NOTE 1lNWIONS fMMA MUMS A NW AM Karen . 1r0 W Mr ,11_ A IMft PIONNINIIR via FILE COPY COY Of tUIVALA N NOV - 6 2003 15 N0+t0 4 . "s 3 AMq' I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of oon- tractor's copy of approved pia* 0 • UNISYS PERMIT SET - NOT FOR CONSTRUCTION TRIO: Gateway North, Building 7 11 621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET I ssue Description 1 r �N- 8457 HIG'S'ERED H„ R: +TECT EOIN!<R��NBiC><t STATE OF WASHINGTON UNISYS Job No: 213235.00 Scole: 09.30.03 09.24.03 09.12.03 n."+• R ECEivE tiny OCT LA 1 1 1 1 j ' 1 cT6 1 5 1 5 e .0 ,\ ate /itlT'th W'i re++l •ry : i. ::f , FhJhM NI) „O yr) KW, ^f •N WI/ R • .10 . OA NOT :rah +: £ Tt . ry L' Y UraA05111 •P411 M 1101111 011 . • R ‘ I Drown: MC /CC Check: EH Owner Approval: PROJECT INFO., SPRT ., 5'4nC4/1 • r • • . It 1 fib GENERAL NOTES 1. ALL. WORK SHALL COMPLY WITH THE APPUCABLE BUILDING CODES AND ORDINANCES ADOPTED BY THE GOVERNMENTAL JURISDICTION FOR THE PROJECT. THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL CODES AND ORDINANCES GOVERNING THE WORK. IN CASE OF A CONFUCT WHERE METHODS OR STANDARDS OF INSTALLATION OF MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE CODES AND ORDINANCES THE LATER SHALL GOVERN. IT IS THE G. C.'S (GENERAL CONTRACTOR) RESPONSIBILITY TO NOTIFY IA (INTERIOR ARCHITECTS) OF ANY CONFLICTS BETWEEN THESE DRAWINGS AND LOCAL BUILDING CODES AND ORDINANCES. 2. PRIOR TO BEGINNING ANY WORK, G. C. (GENERAL CONTRACTOR) SHALL FURNISH A CONSTRUCTION SCHEDULE TO IA SHOWING THE CHRONOLOGICAL PHASES OF WORK AND ALL RELATED ACTIVITIES FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE THE LENGTH OF TIME. FOR EACH PHASE, START AND COMPLETION DATES OF PHASES, INCORPORATE ALL CRITICAL ORDERING LEAD TIMES, AND A PROJECT FINAL COMPLETION DATE. G. C. SHALL ALSO INCORPORATE INTO THE CONSTRUCTION SCHEDULE, ANY NOTED CONSTRUCTION COMPLETION DATES ON THE PART OF THE CLIENT AND TAKE INTO ACCOUNT ALL BUILDING REQUIREMENTS WHICH MAY REQUIRE "OVERTIME" OR "AFTER HOURS WORK ". 3. THE BUILDING MANAGEMENT'S BUILDING REQUIREMENTS FOR CONSTRUCTION SHALL APPLY TO ALL WORK. IT SHALL BE THE RESPONSIBILITY OF THE G. C. TO BE FAMILIAR WITH THEM. 4. G. C. SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING MANAGEMENT AS TO TO THE HANDLING OF CONTRACTORS' MATERIALS, DE LIVERIES, EQUIPMENT AND DEBRIS. 5. G. C. IS TO EXERCISE SPECIAL CARE IN THE HANDLING OF DELIVERIES, MATERIALS, EQUIPMENT, AND RUBBISH TO AVOID INCONVENIENCE AND ANNOYANCE OF OCCUPIED TENANT AREAS OR BUILDING PUBLIC AND SERVICE AREAS. 6. ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR OTHER TENANTS SPACES SHALL BE PERFORMED AFTER BUSINESS HOURS. G. C. SHALL CONFORM TO THE BUILDING RULES AND REGULATIONS FOR SUCH WORK. 7. G. C. SHALL BE RESPONSIBLE FOR CONTACTING THE BUILDING MANAGEMENT TO DETERMINE SPECIAL BUILDING REQUIREMENTS THAT WILL AFFECT THE WORK AND WHAT CONSTRUCTION ACTIVITIES ARE PERMISSIBLE DURING "REGULAR BUSINESS HOURS" AND WHAT WORK SUCH AS NOISY WORK, SYSTEM SHUTDOWNS, AND THE LIKE, WILL BE REQUIRED "AFTER BUSINESS HOURS." "AFTER HOURS" WORK MUST BE APPROVED IN ADVANCE THROUGH THE LANDLORD'S BUILDING MANAGER. 8. G. C. SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BUILDING MANAGER, ANY AND ALL SHUT DOWNS OF BUILDING SYSTEMS TO FACILITATE THE REQUIRED WORK PER THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO HVAC, SPRINKLER, ELECTRICAL, PLUMBING, DATA, ETC. 9. G. C. IS TO FURNISH ALL LABOR AND MATERIALS IN SUFFICIENT QUANTITIES TO COMPLETE THE WORK WITHIN THE TIME STATED IN THE CONSTRUCTION CONTRACT. 10. THE G. C. SHALL FURNISH FIELD PROGRESS REPORTS TO IA FOR ALL PHASES OF CONSTRUCTION. 11. G. C. SHALL COORDINATE ALL WORK BEING PERFORMED. G. C. SHALL INSURE THAT ANY ONE TRADE'S WORK WILL NOT BE LIMITED TO ONLY ONE PART OF THE TOTAL WORK AREA. EACH AND EVERY TRADE SHALL PERFORM THEIR INDIVIDUAL WORK SO AS NOT TO DELAY THE FOLLOWING TRADE. 12. G. C. SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS RELATING TO THE WORK AND ASSURE PROTECTION OF ADJACENT OCCUPANCIES. 13. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE MAINTAINED OPERATIONAL. ALL EXITS AND FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY POSTED. 14. G. C. SHALL PROTECT THE LANDLORD'S PROPERTY AND ADJACENT TENANT AREAS. ANY DAMAGE TO THE SAME CAUSED BY HIS WORK OR WORKMEN MUST BE CORRECTED WITHOUT DELAY AT THE G. C.'S COST. 15. G. C. SHALL PROTECT ALL EXISTING CORE AND PERIMETER WALLS DURING THE ENTIRE PERIOD OF CONSTRUCTION. ANY DAMAGE TO EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT BY THE CONTRACT DOCUMENTS SHAL_ BE REPAIRED TO ORIGINAL CONDITION BY G. C. AT OWN EXPENSE. 16. G. C. IS TO PROVIDE AND MAINTAIN SAFE AND UNINTERRUPTED USE OF MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIED TENANT AREAS. 17. G. C. IS TO VISIT THE SITE AND REVIEW THE EXISTING CONDITIONS AFFECTING THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS MUST BE REPORTED TO IA IN WRITING PRIOR TO START OF CONSTRUCTION. 18. G. C. IS RESPONSIBLE FOR ALL ITEMS OF THE WORK INDICATED OR NOTED ON THE DRAWINGS UNLESS SPECIFICALLY NOTED AS "BY OTHERS ". 19. G. C. IS TO PERFORM ADDITIONAL FIELD CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY. 20. G. C. SHALL NOT ENDANGER ANY WORK BY CUTTING, CORING, OR OTHERWISE ALTERING BUILDING ELEMENTS WITHOUT REVIEW BY LANDLORD'S BUILDING ENGINEER. 21. THE G. C. SHALL BE RESPONSIBLE FOR REMOVAL OF ALL WORK RELATED RUBBISH AND WASTE MATERIALS FROM THE WORK AREA. G. C. IS TO PERFORM PERIODIC JOBSITE CLEANING TO PREVENT DIRT, DEBRIS, OR DUST FROM LEAVING THE PREMISES BEING ALTERED. CONTAINERIZE ALL DEBRIS, REMOVE, AND BROOM CLEAN THE CONSTRUCTION AREA AT COMPLETION OF EACH WORK DAY. UPON COMPLETION, REMOVE ALL DEBRIS AND LEAVE THE PREMISES REACY FOR OCCUPANCY. 22. G. C. SHALL BE RESPONSIBLE FOR ALL TEMPORARY LIGHT, HEAT AND POWER REQUIRED TO COMPLETE CONSTRUCTION. 23. G. C. SHALL BE RESPONSIBLE FOR ALL HOISTING RELATED TO THE WORK OF THIS CONTRACT. 24. THE G. C. SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE FLOOR(S) DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 25. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED WTHOUT PRIOR APPROVAL. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. THE G.C. SHALL SUBMIT, IN WRITING, A REQUEST TO SUBSTITUTE A MATERIAL, PROVIDING REASON FOR SUBSTITUTION, PRODUCT SPECIFICATION, AND PHYSICAL SAMPLE TO LA FOR APPROVAL, PRIOR TO COMMENCEMENT OF WORK. 26. THE G. C., UPON COMPLETION OF THE WORK AND AS PART OF THE FINAL ACCEPTANCE, SHALL SUBMIT TO THE CLIENT, ALL "CERTIFICATES FOR OCCUPANCY" ISSUED BY THE JURISDICTIONAL REVIEW AUTHORITIES GOVERNING PERMITS FOR THE WORK INCLUDING IN ADDITION TO THE BUILDING PERMIT; HVAC, ELECTRICAL, PLUMBING, AND FIRE PROTECTION PERMITS. 4 1 GENERAL NOTES (continued 27. G. C. IS TO COORDINA"E ALL SHOP DRAWINGS, INCLUDING BUT NOT LIMITED TO, HVAC, SHEET METAL AND UC NTING SHOWING ANti POSSIBLE CONFLICT WITH CLEAR HEIGHTS AND EXISTING BEANS, DUCTS, PIPES, ETC. THAT COULD CRITICALLY AFFECT THE CEIUNG ELEVATION. 28. THE G. C. SHALL PROVIDE AT THE COMPLETION OF THE PROJECT, A REPRODUCIBLE "RECORD SET" OF DRAWINGS (AS BUILTS) IN A FORMAT ACCEPTABLE T3 THE CLIENT AND BUILDING MANAGEMENT. TH1: "RECORD SET" SHALL SHOW ACTUAL LOCATIONS OF ALL CONSTRUCTION ITEMS, EXPOSED OR CONCEALED, AS DENOTED IN THE CONSTRUCTION DOCUMENTS. DEVIATIONS BETWEEN THE AC i UAL FIELD CONDITIONS AS CONSTRUCTED OR INSTALLED AND THE CONSTRUCTION DRAWINGS SHALL BE CLEARLY INDICATED AND "CLOUDED ". 29. THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAY MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 30. IF THE G. C. CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE CLIENT WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND BEFORE PROCEEDING TO EXECUTE THE WORK. IN ANY EVENT, NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. 31. UNLESS OTHERWISE NOTED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. ALL CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN WRITING FOR APPROVAL OF THE CLIENT AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, MATERIALS BEING USED, THE CONSTRUCTION SPACE NUMBER OF THE AREA BEING WORKED IN AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. 32. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE CLIENT. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 33. IT IS UNDERSTOOD THAT ALL BIDS SUBMITTED FOR THIS PROJECT ARE FURNISHED WITHOUT OBLIGATION AND THAT THE CLIENT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY PROPOSALS OR PART OF ANY BID SUBMITTED. 34. THE SUBCONTRACTORS AGREE TO INDEMNIFY AND HOLD HARMLESS THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES, AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES OF EXPENSES BY REASON OF ANY LIABILITY ARISING OUT OF OR IN CONSEQUENCE OF THE PERFORMANCE OF THIS CONTRACT (AND /OR IMPOSED BY LAW UPON ANY AND ALL OF THEM) BECAUSE OF PERSONAL INJURIES, INCLUDING DEATH AT ANY TIME RESULTING THEREFROM, SUSTAINED BY ANY PERSON AND DAMAGE TO PROPERTY, WHETHER SUCH INJURIES TO PERSONS OR DAMAGES TO PROPERTY ARE DUE OR CLAIMED TO BE DUE TO NEGLIGENCE OF THE CONTRACTOR. THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES OF ANY OTHER PERSON FOR ANY OTHER REASON. 35. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 36. G. C. SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND /OR CONSTRUCTION. MAINTAIN EXISTING RATINGS ON ASSEMBLIES. 37. CONTRACTOR SHALL FIREPROOF, AS REQUIRED BY CODE, ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 38. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 39. THROUGHOUT THE DURATION OF THE PROJECT THE G. C. SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, OR EQUIPMENT, OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER THE GOVERNING LAWS AND REGULATIONS, UNLESS HE CAN SHOW REASONABLE AND JUSTIFIABLE CAUSE. APPROVAL FOR FINAL PAYMENT SHALL BE CONTINGENT UPON THE G. C. OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. 40. THE G. C. IS RESPONSIBLE FOR CHECKING THE CONTRACT DOCUMENTS AGAINST FIELD CONDITIONS FOR DIMENSIONS AND ACCURACY AND CONFIRMING THAT THE WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING TO IA. THE G. C. IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM IA BEFORE PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. 41. DO NOT SCALE DRAWINGS. THE G. C. SHALL USE DIMENSIONS GIVEN IN THE DRAWINGS AND INFIELD MEASUREMENTS. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION AT OWN EXPENSE. 43. UPON COMPLETION OF THE WORK OR SHORTLY BEFORE ACCEPTANCE BY THE CLIENT A PUNCH -UST, PREPARED BY IA, SHALL BE PREPARED OF CORRECTIONS AND UNSATISFACTORY AND /OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS, BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT. 44. CONTRACTOR SHALL INSTALL SCHEDULED PARTITIONS PER PLANS. COORDINATE PARTITION CONSTRUCTION WITH MILLWORK SHOP DRAWINGS FOR CONDITIONS REQUIRING SPECIFIC BLOCKING, SUPPORT, AND ATTACHMENT DETAILS FOR MILLWORK INSTALLATION. 45. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTAL LED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED. 46. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATES OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW OR STATED IN THE CONTRACT WHICH EVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 47. VERIFY LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS ELECTRICAL AND COMMUNICATION OUTLETS, LIGHT FIXTURES AND SWITCHES WITH THE ARCHITECT IN THE FIELD. 48. CONTRACTOR SHALL VERIFY THAT CONFLICTS DO NOT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. • GENERAL NOTES (continued) 49. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED 10, UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 50. ''TYPICAL" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 51. " SIMILAR " MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. 52. FURNITURE IS TO BE FURNISHED AND INSTALLED BY OTHERS EXCEPT AS NOTED ON DRAWINGS. 53. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND EXISTING CONDITIONS. CONTRACTOR'S BID SHALL BE BASED ON THE EXISTING CONDITIONS, NOT WITHSTANDING ANY INFORMATION SHOWN OR NOT SHOWN ON THE CONSTRUCTION DRAWINGS. 54. ALL CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. 55. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF IA, AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF IA. 56. SPECIFICATIONS CONTAINED WITHIN THE DRAWINGS ARE FOR THE EXPRESS PURPOSES OF SUPPORTING THE DRAWINGS AND SHALL BE REFERRED TO FOR AN ADDITIONAL LEVEL OF DETAIL IN EXECUTING THE WORK. PRODUCT SPECIFICATION(S) SHALL GOVERN OVER THEIR RESPECTIVE DRAWING(S). HOWEVER, IN THE EVENT OF CONFLICT(S) BETWEEN THE DRAWING(S) AND THE PRODUCT SPECIFICATION(S), NOTIFY IA IN WRITING FOR CLARIFICATION. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL PROVIDE LAYOUT ON THE FINISHED SLAB FOR ALL PARTITIONS, TO BE REVIEWED BY IA. LAYOUT SHALL BE SHOWN BY MARKING PARTITION LOCATIONS OR BY INSTALLING METAL STUD FLOOR CHANNELS ON THE SLAB. 2. THERE SHALL BE NO VISIBLE JOINTS ON EXPOSED SURFACES OF GYPSUM BOARD WALLS. "FEATHER -OUT" TAPING COMPOUND AS REQUIRED. 3. ALL NEW WALLS ARE TO BE TAPED TO EXISTING CONSTRUCTION AND ARE TO APPEAR HOMOGENOUS WITH EXISTING CONSTRUCTION WHEN COMPLETED. 4. CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL OPENINGS FOR DUCT WORK AND RETURN AIR GRILLE OPENINGS ABOVE AND BELOW HUNG CEILINGS. THESE ARE TO COORDINATE WITH THE HVAC ENGINEER'S AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR FIRE PROOFING, SOUNDPROOFING AND VIBRATION CONTROL. 5. G. C. IS TO PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS. GYPSUM BOARDS SHALL BE FINISHED FREE OF DISTORTIONS WITH NO NOTICEABLE TRANSITION BETWEEN NEW AND EXISTING WORK. AT COLUMNS PASS GYPSUM BOARD OVER COLUMN FACE AT CONDITIONS WHERE FULL HEIGHT PARTITION ABUTS COLUMN. 6. WHERE NEW PARTITIONS MEET WINDOW MULLIONS OR PERIMETER COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USED INSIDE THE CONVECTOR ENCLOSURE OR INSTALLED BETWEEN THE COLUMNS AND PERIMETER WINDOW MULLIONS. 7. WHEN PATCHING DRYWALL PARTITIONS WHERE EXISTING SURFACES DO NOT ALIGN IN THE SAME PLANE PATCH OUT ENTIRE SURFACE AS REQUIRED FOR AN EVEN, FLUSH APPEARANCE OVER THE ENTIRE WALL. 8. G. C. SHALL COORDINATE AND INSTALL SUFFICIENT BACKING WITHIN NEW & EXISTING WALLS TO PROVIDE A5EQUATE SUPPORT FOR ALL HUNG CABINETS, SHELVING AND MILLWORK 9. AT FULL HEIGHT SLAB TO SLAB PARTITIONS, PROVIDE ON BOTH SIDES OF THE PARTITION A MINIMUM OF ONE COAT TAPING COMPOUND FINISH ( "FIRE TAPE ") AT JOINTS OCCURRING ABOVE THE CEILING THAT ARE NOT EXPOSED TO VIEW. AT RATED WALLS ALL JOINTS OR PENETRATIONS SHALL BE FINISHED PER THE RATED ASSEMBLY DETAILS TO MAINTAIN THE PARTITION'S FIRE RATING. G. C. IS TO PLASTER, PATCH AND RESTORE FINISHES FOR ALL TRADES AS REQUIRED. 10. ALL WOOD UTILIZED IN CONSTRUCTION SHALL BE FACTORY TREATED FIRE RETARDENT WOOD AS APPROVED BY THE BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT. SUBMIT CERTIFICATION OF SUCH TO A AT THE COMPLETION OF THE PROJECT. 11. G. C. WILL CLEAN AND PREPARE FLOOR FOR CARPET INSTALLATION. 12. UNLESS OTHERWISE NOTED ALL HARDWARE SHALL BE SUPPLIED BY THE G. C. 13. G. C. IS TO FURNISH AND INSTALL ALL ROUGH PLUMBING AND HOOK -UP FOR SINK AND GARBAGE DISPOSAL UNIT. G. C. IS TO FURNISH AND INSTALL ALL FIXTURES (APPLIANCES), U.O.N. • �r DEMOLITION NOTES 1. OBTAIN NECESSARY DEMOUTION PERMITS AND INCLUDE ALL COSTS IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATFRIALS AND EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH IA BEFORE PROCEEDING. 4. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS AND PROCEDURES FOR THE BUILDING. INCORPORATE REQUIREMENTS IN PROJECT SCHEDULE AND THE COST OF THE WORK. 5. ALL DOORS, MANES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, UGHT FIXTURES, (INCLUDING DOWN LIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE, IF CLEAN AND FREE OF DEFECTS, PROTECTED, STORED, AND REUSED AS DIRECTED HEREIN OR BE RETURNED TO THE BUILDING STOCK OR DISPOSED OF IF DIRECTED AY BUILDING MANAGEMENT. 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, REST ROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 8. • NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETEC ; ORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPUSHED AS A FIRST PRIORITY, AND PER THE CONTRACT DOCUMENTS. 9. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED, REMOVED, OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 10. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES OR DRAINS NOT BEING RE -USED. REUSE OR RELOCATE ALL ABOVE CEILING DUCTWORK. DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER EQUIPMENT, AS REQUIRED FOR PROPER DISTRIBUTION WITH NEW LAYOUT. �. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. . 12. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. ,14. EXITS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. 15. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. SUBMITTALS CITY of TdICAILA NOV AS *AD THE G. C. SHALL SUBMIT THE FOLLOWING TO IA FOR APPROVAL, PRIOR TO INSTALLATION OF SAID ITEM(S): 1. HARDWARE SUBMITTAL LISTING EACH INDIVIDUAL DOOR SEPARATELY AND WITH IT'S OWN ITEMIZED LIST OF HARDWARE. DOOR NUMBERING FOR PURPOSES OF LISTING HARDWARE SHALL CONFORM TO THE NUMBERING IN THE CONTRACT DOCUMENTS. 2. PRIOR TO CONSTRUCTION OR INSTALLATION OF ANY MILLWORK PIECE(S) SUBMIT tAILLWORK SHOP DRAWINGS DETAILING ALL MILLWORK, MILLWORK - CONSTRUCTION CONNECTIONS, ATTACHMENT DETAILS, BLOCKING, AND MILLWORK FINISHES. 3. SHOP DRAWINGS FROM SJBCONTRACTORS INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL, FIRE PROTECTION SYSTEM, PLUMBING AND STRUCTURAL. THE ELECTRICAL DRAWINGS SHALL INCLUDE SWITCHING NOTES FOR GENERAL AND SPECIALTY LIGHTING AS NOTED ON THE REFLECTED CEILING PLAN 3F THE CONSTRUCTION DOCUMENTS. 4. INTERIOR FINISH SAMPLES, INCLUDING BUT NOT LIMITED TO: PAINT, WALLCOVERING, CARPET, CEILING TILE, AND MISCELLANEOUS FLOORING MATERIALS. 5. SUBMIT WALLCOVERING SEAMING ELEVATION(S) PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. 6. PROVIDE IA WITH A MINIMUM OF THREE (3) 8 1/2" X 11" BRUSH -OUTS OF EACH PAINT COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. 7. PROVIDE IA WITH A STAINS, APPLIED TO THE APPLICATION OF STAINED 8. PROVIDE IA WITH A EQUIPMENT. .is_. ar.. MINIMUM OF THREE (3) 8 1/2" X 11" SAMPLES OF ANY MATERIAL(S) SPECIFIED, PRIOR TO CONSTRUCTION OR MATERIAL(S). SUBMITTAL FOR REVIEW FOR ALL SPECIALTY ITEMS OR 9. SUBMIT CARPET SEAMING DIAGRAM(S) PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. 10. THE C.C.'S HVAC AND ELECTRICAL SUBS SHALL SUBMIT SHOP DRAWINGS, SPECIFICATIONS AND CUT SHEETS COVERING ALL ITEMS FOR IA DESIGN INTENT APPROVAL PRIOR TO CONSTRUCTION. • UNISYS; PERMIT SET - NOT FOR CONSTRUCTION IA Title: 8451 REGISTERED ITE RD HANBII STATE OF WASHINGTON / UNISYS Gateway North, Building 7 11621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET PROGRESS SET COORDINATION SET Issue Description n [R d i A' f ,AI ''t V11' �'' Job No: 213235.00 Scole: M f7TV Orkw., A OCT 01 2003 PeRA IT co, r , 1i) (»1 4 / PI L ' c 1 . I 1 Shtet: AN 2 09.30.03 09.24.03 09.12.03 971 .� :4Asocs V! elkIlTf•. MA I;ia: .4;f M/' 4.1 * 4 •$ 'F ARVAt r . �N ' ,AMf Ml • ,, . �. ..r , i' , . ,, , T r.; ;. • T. , 'Tr% ''N111 t AI 4f 4. Drown: MC /CC Check: EH Owner Approval: GENERAL NOTES + SUBMITTALS 1, r .:: r14w.1�.- L+�.L= ::.:.r+w wry i �:4 r4..,+M .. c aLL:..rYU' n rlL�n i47M1►i :.., t • Ii FIRE/LIFE SAFETY REQUIREMENTS 1. G. C. (GENERAL CONTRACTOR) SHALL ENSURE THAT ALL EXIT DOORS SERVING MORE THAN 50 PERSONS SWING IN THE DIRECTION OF EXIT TRAVEL. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE SELF - CLOSING. 2. G. C. TO ENSURE THAT ALL DOOR OPENINGS INTO ONE -HOUR FIRE RATED CORRIDORS SHALL BE PROTECTED BY AN APPROVED SMCKE AND DRAFT CONTROL FIRE ASSEMBLY HAVING A FIRE PROTECTION RATING OF NOT LESS THAN A 20 MiNuTE DOOR IN A 3/4 HOUR FRAME. DOORS SHALL NOT HAVE OPENINGS SUCH AS LOUVERS OR MAIL SLOTS. DOOR(S) AND FRAME(S) SHALL HAVE Al TACHED AN APPROVED RATING LABEL MEETING THE REQUIREMEN TS OF THE PROJECT'S BUILDING /FIRE DEPARTMENT APPROVAL AUTHORITY. 3. EXITS, EXIT UGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND FIRE EXTINGUISHERS SHALL NOT BE CONCEALED BY ANY DECORATIVE MATERIALS. G. C. TO MODIFY EXISTING FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTION. G. C. TO CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT THE LEASED SPACE. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREA IN ACCORDANCE WITH CODES. G. C. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH RATING OF NOT LESS THAN 2A OR 2A1OBC WITHIN 75' -0" TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR DURING AND AFTER CONSTRUCTION. 4. EXIT SIGNS SHALL BE CLEARLY VISIBLE AT ALL TIMES AND SHALL. HAVE BLOCK LETTERS 6" HIGH x 3/4" STROKE. EXIT SIGN COLOR AND DESIGN OF LETTERING SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. 5. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE DEDICATED CIRCUITS. SEE ELECTRICAL PLANS. THE ABOVE CIRCUIT SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. 6. PROVIDE END POINT FLAME SPREAD OF 200 AND RATING OF 75 FOR INTERIOR WALL AND CEILING FINISHES AS REQUIRED. RATING OF 25 FOR STAIRWELLS AS REQUIRED. SUBMIT TEST CERTIFICATION OF FINISH MATERIALS TO IA (INTERIOR ARCHITECTS). 7. THE G. C. IS TO EXTEND OR MODIFY EXISTING FIRE /LIFE SAFETY SYSTEM AS REQUIRED WITHIN THE WORK AREA TO ACCOMMODATE THE PLAN LAYOUT. 8. THE G. C. SHALL COORDINATE WITH THE BUILDING AND FIRE DEPARTMENT ON FINAL INSPECTION FOR OCCUPANCY. 9. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. SPRINKLER NOTES 1. G. C. SHALL PROVIDE ENGINEERING DRAWINGS FOR LOCATION OF HEADS, BRANCH PIPING, ETC. AND ALL WORK REQUIRED TO COMPLETE THIS PROJECT. SUBMIT PLANS TO REQUIRED AGENCY AND OBTAIN THE NECESSARY PERMIT(S) PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. SUBMIT A COPY TO IA FOR APPROVAL OF LOCATIONS. 2. G. C. SHALL COORDINATE AND ARRANGE FOR DRAINING AND REACTIVATION OF EXISTING SPRINKLER SYSTEMS WITH BUILDING MANAGEMENT, AS REQUIRED. 3. G. C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY BUILDING MANAGEMENT OR FIRE MARSHAL WHEN SYSTEM IS MADE INACTIVE TO ACCOMMODATE SPRINKLER WORK. 4. G. C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS REQUIRED OF THE COMPLETED SPRINKLER WORK PRIOR TO OCCUPANCY OF SPACE. 5. ALL SPRINKLER WORK SHALL BE TESTED AND MADE OPERATIONAL PRIOR TO CARPET AND FURNITURE INSTALLATION. G. C. SHALL REPAIR AND REPLACE ALL FINISHES DAMAGED BY DEFECTIVE SPRINKLER WORK AT OWN EXPENSE. 6. G. C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY LANDLORD AND IA IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. 7. ALL BURNING, CUTTING, SOLDERING AND WELDING SHALL BE COORDINATED WITH BUILDING MANAGEMENT PRIOR TO COMMENCEMENT OF WORK. 8. G. C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHALL IN CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 9. ALL SPRINKLER HEADS, BUILDING STANDARD TYPE UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEILING GRID. ANY DEVIATION TO THIS NOTE MUST BE REVIEWED WITH IA PRIOR TO PROCEEDING WITH THE WORK. 10. FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PRO\ IDED. 11. PLANS FOR FIRE SPRINKLER ALTERATIONS SHALL BE SUBMITTED IN THE REQUIRED NUMBER OF SETS WITH APPROVED APPLICATION, TO THE BUILDING DEPARTMENT, FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION. • MECHANICAL NOTES 1. THE G. C. SHALL PROVIDE ALL HEATING, VENT ; AT!ON AND AIR CONDITIONING WORK AS CALLED FOR AND SPECIFIED BY THE HVAC CONSTRUCTION DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISIJN OF ALL HVAC WORK DURING INSTALLATION AND SHALL INSPECT Al L SYSTEMS FOR °ROPER OPERATION AT COMPLETION OF THE JOB. 3. SHOP DRAWINGS OF DUCTWORK AND REGISTERS INCLUDING ACCESS PANELS IF REQUIRED SHALL BE SUBMITTED TO IA AND ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH FABRICATION AND INSTALLATION CR RELOCATION. 4. AIR CONDITIONING SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE PROPERLY BALANCED AFTER MOVE IN. AIR BALANCING SHALL BI: PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR WHO SHALL CERTIFY THA" THE REPORT IS ACCURATE. SUBMIT 2 COPIES OF THE AIR BALANCING REPORT TD THE LANDLORD. 5. HVAC INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED. CEILING DIFFUSERS TO BE RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS IF REQUIRED. 6. ANY BUILDING SYSTEM SHUT DOWN(S) ASSOCIATED WITH THE HVAC WORK SHALL BE REQUESTED IN WRITING BY THE G. C. AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUTDOWN. ANY SHUTDOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME. 7. ALL REQUIRED LOUVERS TO THE BUILDING EXTERIOR SHALL MATCH THE EXISTING BUILDING EXTERIOR FINISHES. ELEVATION DRAWINGS SHALL BE SUBMITTED TO THE LANDLORD FOR APPROVAL PRIOR TO INSTALLATION. 8. NO EXTERIOR LOUVER OR DUCTWORK IS TO BE INSTALLED IN SUCH A MANNER AS TO INTERFERE WITH THE CLEANING OF WINDOWS OR REPLACEMENT OF GLASS. 9. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL PLUMBING ROUGH -IN, FIXTURES AND ACCESSORIES SHOWN ON ALL PLANS AND DETAIL DRAWINGS. 10. THE CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH MANUFACTURER'S SPECIFICATIONS. 11. THE CONTRACTOR SHALL PLAN INSTALLATION OF NEW PLUMBING WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF EXISTING FACILITIES. SUBMIT TO THE BUILDING MANAGER A DATE SCHEDULE FOR APPROVAL OF NECESSARY TEMPORARY SHUTDOWNS OF EXISTING SERVICES. ALL SHUTDOWNS SHALL BE MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR OPERATIONS OF EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL OF THE BUILDING MANAGER. POWER & SIGNAL PLAN NOTES 1. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. ARCHITECTURAL DRAWINGS DETERMINE DIMENSIONAL LOCATION OF OUTLETS AND TAKE PRECEDENT. 3. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE W'TH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL REVIEW ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 9. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL.) LABELED DEVICES THROUGHOUT. 10. INSTALL WALL MOUNTED OUTLETS 15" AFF, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.O.N. OUTLETS MOUNTED HIGHER THAN 27" SHALL BE MOUNTED HORIZONTALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. 11. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT, FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, IJ.O.N. 12. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.O.N.; GANG COVER PLATES SHALL BE ONE-PIECE TYPE, U.O.N. 13. OUTLETS INSIDE AND /OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART U.O.N. 14. ALL POWER CIRCUITS TO BE RUN IN CONDUIT MIN. 3/4" TRADE SIZE TO MEET APPUCABLE CODES. LIGHTING & ELECTRICAL NOTES 1. REFER TO ELECTRICAL DRAWINGS FOR ALL CIRCUITING AND POWER REQUIREMENTS. THE ARCHITECTURAL DRAWINGS ARE FOR INDICATION OF TYPE, LOCATION, AND DIMENSIONS. 2. EXIT LIGHTS, EMERGENCY UGHTING, AND ALARMS AS REQUIRED BY APPLICABLE CODES, SHALL BE PROVIDED BY G. C. LOCATION REVIEWED BY ARCHITECT /ENGINEER. 3. ALL RECESSED FIXTURES SHALL BE SET IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 4. WHERE MORE THAN ONE SWITCH ARE LOCATED TOGETHER THEY SHALL HAVE A COMMON FACE PLATE. 5. ELECTRICAL CONTRACTOR SHALL RE- CIRCUIT AND REWIRE EXISTING PANEL BOARD(S) AS REQUIRED IN ELECTRIC CLOSET TO ACCOMMODATE NEW POWER AND LIGHTING DESIGN. 6. PANEL BOARD CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING DRAWINGS. 7. ELECTRICAL CONTRACTOR SHALL PROVIDE NEW PANEL BOARDS AS REQUIRED IN ADDITION TO ANY REQUIRED REWIRING OF EXISTING PANEL BOARDS. 8. G. C./ ELECTRICAL CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK IN ACCORDANCE WITH ANY AND ALL GOVERNING LOCAL AND STATE CODES, THE NATIONAL ELECTRIC CODE AND LANDLORD'S BUILDING RULES AND REGULATIONS. 9. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. COLOR AS SELECTED BY IA. ALL COVER PLATES ARE TO BE WHITE, U.O.N. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 10. ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" AEOVE HUNG CEILING UNLESS PROJECT REQUIREMENTS PROVIDE FOR ALTERNATE. 11. G. C. SHALL PROVIDE AND INSTALL ALL REQUIRED CLASS "E" CONTROL WIRING. ALARMS AND SPEAKERS REQUIRED BY CODE AND BUILDING RULES AND REGULATIONS. ALL CLASS " E " WORK SHALL BE COORDINATED WITH LANDLORD AND SHALL COMPLY WITH LOCAL BUILDING DEPARTMENT AND GOVERNING BUILDING RULES AND REGULATIONS. 12. ALL CONDUITS SHALL BE SPACED 4" 0. C. MINIMUM AND SHALL BE PROPERLY HUNG FROM STRUCTURE ABOVE WITH APPROPRIATELY SIZED HANGER RODS AS PER NATIONAL ELECTRIC CODE AND LOCAL BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT'S ELECTRICAL CODES. 13. ALL DUPLEX RECEPTACLES AND OTHER OUTLETS IN WALLS WITH SPECIAL APPLIED FINISHES (WOOD PANELING, CORK, ETC.) SHALL HAVE THE FACE OF THE ROUGHING BOX SET FLUSH WITH FACE OF APPLIED FINISH. SEE ELEVATION DRAWINGS AND DETAILS. 14. WHERE OUTLET OR JUNCTION BOXES ARE LOCATED BEHIND CABINETS, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO THESE BOXES IF DESIGN APPEARANCE, STRUCTURE OR FUNCTION OF CABINET IS NOT IMPAIRED. WHEREVER A QUESTIONABLE CONDITION ARISES, IA SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. 15. THE CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 16. G. C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 17. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER AND CONTROL WIRING REQUIRED FOR THE HVAC SYSTEM. 18. G. C. TO PROVIDE CONDUIT, JUNCTION BOXES, MUD RINGS AND PULL STRINGS TO ALL DATA OUTLETS AND SECURITY SYSTEMS.. • a e -•--• - - _ . 1. 7G:41:i:+ .+rr.. coy Nm TolegitA NOV - 6 2 hQ Aa t%LU PC1 0 • UNISYS PERMIT SET - NOT FOR CONSTRUCTION Issue Descriotion Dote •7 • +l; rA : ♦'t A4lc714 WR "ei 'S qt. , 1,." .4, r ', I'4'' *to • . �f++ Mff; ' F' 44 w..,1 .4 • ,''r WWI, T.4 ilTTr trill' Ir'N Ill Drown: MC /CC Check: EH Owner Approval: Job No: 213235.00 Scole: Title: Sheet: ' �'+r.A�+i 57114. "^'17•'i >•Ir " ��` �'... . ^._ �11� iLL ,UNISYS Gateway North, Building 7 1 1621 East Marginal Way S. Tukwila, WA 98168 PERMIT SET 09.40.03 PROGRESS SET 09.24,03 COORDINATION SET 09.12.03 • r, $457 REGISTERED EDWARD HANSOM STATE OF WASruMOTON i L.. IF 201 GENERAL NOTES \ -3 r tiEc OCT 01 am PEofte t CENTER 1 A ACCESSIBILITY NOTES ENTRANCES & EXITS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. 3. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. 4. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 5. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGI E EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE LEVER; PUSH /PULL TYPE IS ACCEPTABLE. 6. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOBS OR SURFACE- MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVEL TYPE HARDWARE, PANIC BARS, PUSH- -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 8. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 9. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 ", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. 10. WHERE A PAIR OF DOORS ARE UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 11. WHEN AN AUTOMATIC DOOR OPERATOR IS UTIL!ZED TO OPERATE PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 12. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 13. THERE SHALL BE A LEVEL AND CLEAR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING IS 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE LANDING (FLOOR) SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL AT 1:12 MAXIMUM SLOPE WHERE THE THRESHOLD EXCEEDS 1/2" IN HEIGHT. 14. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE OF THE DOOR FOR BOTH INTERIOR & EXTERIOR DOORS. 15. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. 16. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 17. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 18. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 19. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. CORRIDORS & AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. 3. CORRIDORS WHICH ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 200' IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 "; HAVE, AT A CENTRAL LOCATION, A 60" BY 60" MINIMUM WHEELCHAIR TURNING SPACE OR PASSING ALCOVE; HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS OR TEE CORRIDOR, A MINIMUM OF 48' IN WIDTH; OR, HAVE, AT A CENTRAL LOCATION, AN OPERABLE DOOR. 4. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36" IN CLEAR WIDTH. • ACCESSIBILITY NOTES CONTINUED 5. FLOORS & LEVELS: A. IN BUILDINGS AND FACILITIES, FLOC RS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. • B. GROUND AND FLOOR SURFACES Al DNG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. C. CHANGES IN LEVEL UP TO %" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. DOOR NOTES D. CHANGES IN LEVEL BETWEEN 1 A" AND 34" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. E. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 4 ". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. HAND - ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30" AND 44" ABOVE FINISH FLOOR. 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH AS MEASURED FROM THE LEADING EDGE OF THE DOOR. 4. THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH SURFACE (NO RECESS OR TRAP). 5. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4" PER FOOT IN ANY DIRECTION FOR SURFACE DRAINAGE. 6. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE). 7. EFFORT TO OPERATE DOORS IS WITHIN PRESSURES ALLOWED. INTERIOR DOORS- 5 LB. MAX. PRESSURE TO OPERATE. EXTERIOR DOORS - 8 1/2 LB. MAX. PRESSURE TO OPERATE. FIRE DOORS 15 LB MAX. PRESSURE TO OPERATE. FIRE DOORS - 15 LB. MAX. PRESSURE TO OPERATE. 8. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1 /2" LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE THE THRESHOLD EXCEEDS 1/4" IN HEIGHT. 9. DOOR OPENING IN PARTITION NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF ADJOINING PARTITION. 10. ALL DOOR STOPS TO HAVE BACKING IN WALL BEHIND. 11. PROVIDE TWO DIAGONAL BRACES TO SLAB ABOVE AT DOOR AND TRIMMED OPENINGS. PROVIDE METAL BRACING AND APPROPRIATE STIFFENING TO SECURE CEILING HIGH PARTITIONS. PROVIDE STIFFENER AT DOOR STRIKE. 12. PROVIDE 16 GAUGE HOLLOW METAL DOOR FRAMES WELDED UNLESS NOTED OTHERWISE. AT RATED PARTITIONS PROVIDE UL LISTED LABELED FRAMES AND DOORS AS REQUIRED FOR THE RATED ASSEMBLY. HARDWARE NOTES 1. LOCKSETS: ALL LOCKSETS SHALL BE MORTISE TYPE. STRIKES TO BE CURVED WITH BOX CONSTRUCTION AND HAVE LIPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND PROTECT CLOTHING. DESIGN TO BE 20 X 422. ALL LOCKS SHALL HAVE MINIMUM 1/2" THROW. LOCKSETS FOR LABELED DOORS REQUIRE FUSIBLE LINKS AT LEVERS. 2. KEYING OF CYLINDER LOCKS SHALL BE COORDINATED WITH THE CLIENT'S REPRESENTATIVE, FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER CLIENT REPRESENTATIVE'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY THE ARCHITECT AND BUILDING MANAGEMENT IN WRITING. FURNISH CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE ". 3. FOR PROTECTION OF THE TENANT ALL LOCKS AND CYLINDERS SHALL BE KEYED AT THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RECORDS ARE MAINTAINED. 4. HINGES. ALL HINGES OPEN WIDTHS SHALL BE MINIMUM, BUT OF SUFFICIENT SIZE TO PERMIT DOOR TO SWING 180 DEGREES. FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN HARDWARE SETS INDICATE HEIGHT. 5. SURFACE DOOR CLOSERS: TO BE OF FULL RACK AND PINION TYPE WITH REMOVABLE NONFERROUS CASE AND CAST IRON BODY, COMPLETE WITH BOLTS AND GROMMETS. PLACE CLOSER INSIDE BUILDING, STAIRS, ROOMS, ETC. CLOSERS SHALL BE NON - HANDED, NON -SIZED AND ADJUSTABLE FROM SIZE 2 THROUGH 6, U.O.N. 6. SILENCERS: FURNISH SILENCERS FOR INTERIOR HOLLOW METAL FRAMES, 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS OMIT WHERE SOUND OR UGHT SEAL OCCURS. 7. SCREWS. ALL EXPOSED SCREWS SHALL BE PHIUPS HEAD. HARDWARE LOCATIONS FOR INSTALL/00N HINGES: BOTTOM HINGE = 10" FROM DOOR BOTTOM TO BOTTOM OF HINGE. TOP HINGE = 5" FROM TOP OF DOOR TO TOP OF HINGE. CENTER HINGE = CENTER BETWEEN TOP AND BOTTOM HINGE EXTRA HINGE = 6" FROM BOTTOM OF TOP HINGE TO TOP OF EXTRA HINGE. 8. LOCK: 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER OR KNOB. 9. INSTALLATION: A: INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTION AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB AND TRUE TO LIVE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR. 8: TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT, REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. • FINISH PLAN NOTES 1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2. ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. 3. ALL CARPETING IS TO BE O.F.C.I TYP., U.O.N. 4. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH PER THE MANUFACTURER'S REQUIREMENTS. PAINT GRADE WOODWORK SHALL BE HAND SAND PAPERED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. MIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 5. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYPSUM BOARD SHALL BE FILLED WITH PATCHING PLASTER AND SANDED SMOOTH TO MATCH ADJOINING SURFACES. 6. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 7. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 8. EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION AND PROCEED WITH "TOUCH -UP" AS REQUIRED. 9. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH -OUTS OF EACH COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR /FINISH ONCE THE WALL TEST HAS BEEN MADE. 10. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, U.O.N. 11. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALL COVERINGS AND CARPET SPECIFIED. 12. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALL COVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE- SPECIFICATION IF NECESSARY. 14. MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 15. SEE FINISH PLAN, ELEVATIONS AND DETAILS FOR CLARIFICATION OF EXTENT OF FLOOR, WALL, AND CEILING FINISH MATERIALS. 16. PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING FINISH. 17. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 18. WALL COVERING SEAMS ARE NOT TO OCCUR WITHIN 1'--0" OF CORNERS. APPLY FABRIC SO WALL IS DIVIDED WITH A MINIMUM NUMBER OF SEAMS, AND WITH EQUAL WIDTH PANELS U.O.N. 19. ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. 20. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS AND FASCIAS. 21. CEILINGS FOR PAINT SHALL INCLUDE THE GENERAL SURFACE OF THE CEILING, BREAKS, DRAPERY POCKETS, ETC. 22. ALL WALLS AND CEILINGS SHALL dE PROPERLY PREPARED, SPACKLED, SANDED, ETC. TO PROVIDE A SMOOTH FINISH AND SURFACE. 23. REMOVE EXISTING WALL COVERING AS REQUIRED TO PREPARE WALLS. ALL HARDWARE AND DEVICE COVERS SHALL BE REMOVED PRIOR TO PAINTING AND SHALL BE REINSTALLED AFTER COMPLETION OF WORK. 24. ALL WALL AND COLUMN SURFACES SHALL BE SANDED, FINISHED AND PAINTED AS SPECIFIED. 25. THE CONTRACTORS SHALL, UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING LIGHT FIXTURES, DIFFUSERS AND REGISTERS, SPRINKLER FITTINGS, ETC. . 26. THE CONTRACTOR SHALL USE ALKYD BASE PAINT IN COLORS SELECTED BY IA AND SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR AND FINISH AS SELECTED BY IA. 27. THE CONTRACTOR SHALL INSTALL WALL COVERING WHERE DESIGNATED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G. C. SHALL PREPARE ALL SURFACES TO RECEIVE WALL COVERING. WALL COVERINGS SHALL BE SMOOTH WITH NO WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERINGS ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY IA WILL NOT BE ACCEPTED. 28. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED OR PLASTER PATCHED. 29. EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER PARCHED OR SPECKLED TO INSURE A PERFECTLY EVEN SURFACE. IA SHALL APPROVE PRIOR TO THE APPLICATION OF FINISH PAINT COAT. CEILING NOTES 1. CONTRAC TOR SHALL NOTIFY IA OF ANY POSSIBLE CONFLICTS BEFORE PROCEEDING WITH INSTALLATION. 2. FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND /OR ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OR MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS. ALL CONDITIONS AND DETAILS TO BE APPROVED BY IA. 3. CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, UNLESS OTHERWISE NOTED. 4. THE G. C. SHALL CLOSELY COORDINATE THE CEILING WORK WITH THAT OF THE CABINET, PLUMBING, HVAC, ELECTRICAL WORK AND THE TELEPHONE COMPANY WHEREVER THEIR RESPL.::TIVE WORK IS CONTIGUOUS. 5. THE G. C. SHALL COORDINATE TELEPHONE /SIGNAL AND SECURITY SYSTEM CABLE INSTALLATION WITH TENANT'S COMMUNICATIONS CONTRACTOR PRIOR TO COMPLETION OF CEILING WORK. 6. THE G. C. SHALL PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 7. IN GENERAL, WITHIN EACH AREA, THE CEILING WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS AND ALIGNING CEILING. THE FINAL CEILING INSTALLATION SHALL BE FREE OF ALL VISUAL DEFECTS. 8. ALL CEILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES AND MANUFACTURERS SPECIFICATIONS. G. C. SHALL PROVIDE ALL NECESSARY LATERAL BRACING AND COMPRESSION STRUTS AS REQUIRED TO MEET PERTINENT LOCAL BUILDING CODES. _ 9. PROVIDE FIRE TREATED WOOD AND METAL BRACING AS REQUIRED FOR ALL MILLWORK ITEMS SECURED TO CEILING. 10. MINIMUM FLAME SPREAD RATING: CLASS I. MILLWORK NOTES 1. ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING CABINET. CONTRACTOR IS RESPONSIBLE FOR ALL BLOCKING REQUIRED. UNDER NO CIRCUMSTANCES WILL "EXTRA" WORK BE AUTHORIZED FOR EXTRA BLOCKING. 2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL MILLWORK DIMENSIONS AND CONDITIONS AT JOBSITE AND SHALL BE RESPONSIBLE FOR SAME. 3. IT SHALL BE THE G. C.'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, HOURS OF AVAILABILITY, EQUIPMENT OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. 4. ' THE G. C. SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT TENANT'S PROPERTY FROM INJURY OR LOSS IN CONNECTION WITH ALL PROJECT WORK. 5. THE CONTRACTOR SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL COST TO TENANT. TENANT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 6. ALL CABINETWORK SHALL COMPLY WITH "CUSTOM GRADE" REQUIREMENTS SPECIFIED IN "ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS AND GUIDE SPECIFICATIONS" AS PREPARED BY THE ARCHITECTURAL WOODWORK INSTITUTE, DATED CURRENT EDITION. 7. MATERIALS NOT COVERED BY THE SPECIFICATIONS SHALL BE THE BEST OBTAINABLE FOR THE PURPOSE INTENDED. 8. ALL WOOD TRIM SHALL BE FIRE PROOF PREMIUM GRADE "B" OR BETTER, SUITABLE FOR STAINING, AND SHALL BE INSTALLED IN ACCORDANCE WITH AWI SPECIFICATIONS. STAIN SAMPLE TO BE APPROVED BY IA. 9. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G. C. SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G. C. AT OWN EXPENSE. 10. ALL CASEWORK AND CABINETRY HARDWARE SHALL BE CONCEALED T`/PE, TO BE PROVIDED AND INSTALLED BY THE G. C. CABINET HARDWARE SHALL INCLUDE (BUT NOT BE LIMITED TO) ALL DOOR PULLS, CONCEALED HINGES, MAGNETIC CATCHES AND FELT SILENCERS, DRAWER GLIDES AND STOPS AS REQUIRED. 11. ALL STAIN GRADE WOOD CABINETS SHALL INCLUDE CLEAR LACQUERED INTERIOR SHELVES AND FINISHES, AS INDICATED ON THE CONTRACT DOCUMENTS. 12. MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 13. SHELVING AND /OR COUNTER WORK SHALL NOT EXCEED 3'--0" SPAN WITHOUT ADDITIONAL SUPPORTS AND /OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 14. ALL PARTITIONS SUPPORTING BUILT -IN MILLWORK SHELVING AND OR CABINET WORK SHALL HAVE STUD SPACING OF 12" O.C. INSTEAD OF 24" O.C. (TYPICAL). 15. ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO METAL STUDS AND WOOD GROUNDS. 16. SAMPLES WILL BE REVIEWED FOR APPEARANCE AND FINISH ONLY. COMPLIANCE WITH ALL OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT: A. SOLID WOOD EXPOSED AND SEMI - EXPOSED SURFACE OF CASE WORK AND THE FOLLOWING SAMPLES: MILLWORK - SUBMIT 3 FINISHED SAMPLES 11"X 8 1/2" OF SPECIFIED SPECIES AND CUT. B. WOOD VENEER FOR EXPOSED AND SEMI - EXPOSED SURFACES OF CASEWORK AND MILLWORK; SUBMIT 3 FINISHED SAMPLES 11"X 8-1/2" OF SPECIFIED SPECIES AND CUT. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR AND SHALL MATCH IA CONTROL SAMPLE. • UNISYS 4 1 IA 1 t A r • ! Title: PERMIT SET - NOT FOR CONSTRUCTION PERMIT SET PROGRESS SET COORDINATION SET 4 • , l ,., REG!STERED EDWARD HANDI KI STATE OF WASh7NGTON UNISYS Gateway North, Building 7 1 1621 East Marginal Way S. "Tukwila, WA 98168 Job No: 213235.00 Scale: Sheet: A \ -4 09.30.03 09.24.03 09.12.03 Issue nescrintinn nravis nwY( %''(w+LA OCT AY 2003 PEkMI? • s Ih��► A* ir k 16 k• ■■•• * P:' 11 4 4 . i(' tltvg rot N rti 4r AR• •• 4 4, rtt Wf YA Y •. ;• w� �vt : •t•[f! JN p► 61 •IT1fN Drown: MC /CC Check: EH Owner Approval: GENERAL NOTES