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Permit D01-335 - VALCO GRAPHICS - BUILDING B
VALCO GRAPHICS - BLDG B 500 ANDOVER PK E EXPIRED 7 -03 -03 D01 -335 Project, ; ,,;.i / T Type of Inspection: / r+ Address: D 7 � �/ t Date Called: fir .... Special Instructions: D Date Wanted: a a.m. Requester: � Phone No: (2 ) 57.'7 - . - -_o <- d 2,1 D Z'l 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 (206)431 -3670 • Correct oks prior to approval. COMMENTS: : 0 vtin o -f C . Inspector7)I X � Date: S 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: '4Ci.;:ittecrie "11.g4 4 i;.tittt «9�w:ti ;'. r im „Y,c`idi +.'n15lr;a'gY�..`^`,3i S:4,i'u' «riir:i. sa+ttM•i:rit City of 1 1k1 a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049097 Address: 500 ANDOVER PK E TUKW Suite No: Tenant: Name: VALCO GRAPHICS Address: 500 ANDOVER PK E, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: KOCH HANS G Phone: Address: 480 ANDOVER PARK E, SEATTLE WA Permit Number: D01 -335 Issue Date: 03/13/2002 Permit Expires On: 09/09/2002 Contact Person: Name: F.H. (HAROLD) WILLIAMS Phone: 253 - 922 -0774 Address: 6010 20TH ST. E., STE 5, FIFE, WA Contractor: Name: WM DICKSON CO Phone: 253 472 -4489 Address: 3315 SOUTH PINE STREET, TACOMA, WA Contractor License No: WMDICC *108J7 Expiration Date: 04/01/2002 DESCRIPTION OF WORK: REMOVE MEZZANINE; PARTITIONS WALLS; INEFFICIENT LIGHTING /HTG EQUIPMENT; CEILING GRID SYSTEM AND CUT NEW ACCESS DOORWAY ON NORTH WALL; FRAME 3 OFFICES IN WAREHOUSE AREA; PROVIDE WOMENS RESTROOM THAT IS ADA ACCESSIBLE; MODIFY EXISTING MENS RESTROOM TO ADA ACCESSIBILITY; ADDITIONAL PARTITION WALLS WITHIN EXISTING OPEN OFFICE AREA; NEW LIGHTING; PROVIDE EFFICIENT ROOF TOP HEATING EQUIPMENT (SEPARATE PERMIT) REPLACE HVAC EQUIPMENT (SEPARATE PERMIT); Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: $ 77,000.00 SPRINKLERS /AFA Fees Collected: $1,378.54 Uniform Building Code Edition: 1997 Occupancy per UBC: 0025 Curb Cut/Access /Sidewalk/CSS: N 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: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: doc: Devperm D01 -335 Printed: 03 -13 -2002 z ww2 i U O1 coo u) W W = J H CO u. W O gas u_ I _ I— O. Z I- 2 U N 0 I-- :W Z — O Z . UN Z ' O Z • c The granting of this regulating constru doc: Devperm 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: 3 -13'a Z 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. it does not presume to give authority to violate or cancel the provisions of any other state or local laws r he performance of work. I am authorized to sign and obtain this devel.•m -nt permit. Date: Signature: Print Name: f 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. D01 -335 Printed: 03 -13 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049097 Address: 500 ANDOVER PK E TUKW Suite No: Tenant: VALCO GRAPHICS PERMIT CONDITIONS Permit Number: D01 -335 Status: ISSUED Applied Date: 10/11/2001 Issue Date: 03/13/2002 1: ** *BUILDING DEPARTMENT * ** 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 (248 - 6630). 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: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 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: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 15: 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). 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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 code shall be valid. 19: All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 20: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions D01 -335 Printed: 03 -13 -2002 2 . 'JiVatt l y S.tillC i. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 21: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) 22: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 23: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 24: Maintain fire extinguisher coverage throughout. 25: 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) 26: Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclsoed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) 27: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 28: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 29: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 30: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 31: 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) 32: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 33: Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) 34: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 35: 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) 36: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) 37: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinkler shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in an cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A speical sprinkler wrench shasll also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) 38: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 39: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) .v.. —M V*••:,ry ..eitYi 4+'e l Yi •.11 G D01 -335 Printed: 03 -13 -2002 H Z `. 6 w UO CO J = UA LL. wO w � � d H = . Z � F- O Z H w o : O • N O 1- w w. U - _ LL. 1- O . , Z . U= F. Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 40: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 41: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 42: Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) 43: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206 - 575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 44: 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) 45: An aisle to and working space shall be provided for each electrical panel. An aisle width not Tess than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 46: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 47: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 48: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 49: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 50: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 68 lbs. per square inch. 51: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: THESE PLANS WERE REVIEWED BY INSPECTOR 512. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE 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 p- • .does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constru h erformance of work. Signature: Print Name: doc: Conditions I�! L bi/5 001 -335 Date: Printed: 03 -13 -2002 ` � � 'w rte? ? s� , 1'.. ; Z . re w O 0 to O w O • }}. g J � w 2 Z 1— O Z E- w U � co O- 0 1- wW O Z w O Z Pro' t ame / i /I, ,. �/L __ _ �� Value of Construct /. nn01l � GG // !1�'Ili Site dress ( i( c_ggy n b r) City State /Zip: /(4, 0 *4,1.9._ Tax P a r cel Number: Proper Owner Phone: :. - Street res City Stale /Zip: Fax 11: Contractor:? 6 �L Jr � / oo / Phone: Street Address: City State /Zip: Fax /1: Architect: / )z 04--5 Phon92c72` 272- IZ j 4 Ch Str e t Addrs . State/Zip: ), e ' s�7c.8 � i�/9 k19 9659,e3 Cil y p Fax # �St 2 " T2 ,20 En ee A1 ; T ) I a £rJ& Phone 3 27q Strddr ` � C j City State /Zip: Fax 1 Conch �P r i » _L/,-1 1 _ 414 , 5,,,,), ,,[ 4,64.0 . / a . c. _ , i)a Phone _ __ q22. 677 Street Addrzu G /S r � j� ,� City State /Zip: Fax 11: .- g 2Z.`e53 Description of work to be done (please be specific): Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family 0 Warehouse 171 Hospital ❑ Church 71 Manufacturing ❑ Motel /Hotel c71 Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant Multi- family 21 Warehouse El Hospital ❑ Church faManufacturing ❑ Motel /Hotel 71Office ❑ School /College /University ❑ Other _____ Building Square Feet: existing No. of Stories: Area of construction (sq ft): Will there be a change of use? ❑ yes 0 no If yes, extent of change: (Attach additional sheet if necessary) air /�l/� Az rJld��`c Ica /< e . .. - l Will there be rack storage? e no g P yes ❑ Existing fire protection features: %sprinklers iSautomatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 1 1 paper indicating quantities & Material Safety Data Sheets CITY OF TUF WILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: it 1 ,,,„,,„, (1) i- 33r Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Stripin ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault)(!: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer i1: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use in Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Perrnanent it Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 's 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. Date application accepted: /O W 0, Date application expires: Application ta y: (initials) PLEASE SIGN RACK OF APPLICATION FORM I/3(1100 rrperuiir. (/01' BUILDING 0 ' ' ' t l AUTHORIZED AGENT: Signature: 1 /f UZU-`� ' 010 l ILiZL .., Date: /� l� ex / Print name: w r 0 1,14 PhoGic3-- 6774- G�J Fax I c3 _qz O J,54 Address �^ l� 2©r r` lr� k - h gB4,Z 3 C it /State /Zi w. ' y ' i go> ' APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • asmiciA NI N GS WLL BE AT A LEGIBLE scONANkrolelltity,, DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) Z ~ W 00 ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w w J = I— ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of 2 any hazardous materials; dimensions of proposed tenant space. } w ❑ ❑ Vicinity Map showing location of site g J u-¢ ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack u W layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z H rack. Structural calculations are required for rack storage eight feet and over. O ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ui • w ❑ ❑ Construction details U O P- ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water W w supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed i U sprinkler system design criteria as identified by the Fire Department. tL ~O 11/30/00 ciporudtdoe. ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20 %, or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). 4;41 tig: Cipt 14 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERIL) f Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Z 4*o1* * * * ** *4,' %' * *44 ** * * * *t * *0t ** * **** *ft *4e * ** * * ** *4 * *u * * • TUKWILA . WA • TRANSMIT *A * *. * * * ;a Pi k * *A *4** ' * * * *a* **;t * *a ii : lA.st* *4 * * * * *4' * * ** A * * ** R ANSM.IT, Number: ; 80101324 -Amounts 835 „ 22 10/11/01 09 :47 ''aynte_nt; Method CHECK Notation: ExPAMs]:oN tIGMT: Irr ita SKS Perni,it_Noa ::D01. -335 Typ e: DEVPi RM DEVELOEMENT PERMIT ,Parcel No: .2t 23044-- 90 5i ''.4l ddresse.'500 'ANDOV.ER PK E Total. Fees: ' '2,124067 T►ry i a”' F +merit . 1:45 22 Tr to l ALL 'Pmts i 815.2) Ral_anoe: 1 k *isrA ** * * * *A*' * ** 'ic * Adr:• k.****AA**.' k *A * * * * *A4,1t * *A * *. * *4 *ik, **A ** cc.c u nt C ode . 13escr pit i on Amount :.00/3 G30 `' RL A . CfEC(( HC1.NRES E { i $':+X;::i:iei .1"tip.x� k;i f.' LZ4ii 6- 4.,: L�. �S :AAInS`�1viatilti ':•},: ,c.:aiii.'�lfe:tiV:1V1�r�, . U U O: t O W = : I— CO W W O J LLa I-- H O; Z I—. W 0 , N> ul W ', V ` O . w z 0 1- ,z Payee: EXPANSION MANAGEMENT, INC. TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of iukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Current Pmts Amount Description BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT (04) Parcel No.: 2623049097 Permit Number: D01 -335 Address: 500 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 10/11/2001 Applicant: VALCO GRAPHICS Issue Date: Receipt No.: R020000342 Payment Amount: 543.32 Initials: KAS Payment Date: 03/13/2002 09:46 AM User ID: 1684 Balance: $0.00 Type Method Description Payment Check 3515 543.32 Account Code 538.82 4.50 Total: 543.32 4773 03/14 :) 1.1.6 Ti)TAI R ;4c . n7 Printed: 03 -13 -2002 • c TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila Payee: EXPANSION MANAGEMENT, INC. Current Pmts 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount PLAN CHECK - NONRES RECEIPT Parcel No.: 2623049097 Permit Number: D01 -335 Address: 500 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 10/11/2001 Applicant: VALCO GRAPHICS Issue Date: 03/13/2002 Receipt No.: R020001148 Payment Amount: 47.00 Initials: SKS Payment Date: 08/08/2002 10:49 AM User ID: 1165 Balance: $0.00 Type Method Description Payment Check 003561 47.00 Description Account Code 000/345.830 47.00 742 Tf 1 6 Total: 47.00 Printed: 08 -08 -2002 { t. 00 W= J F W0 Receipt No.: 8020001550 Payment Amount: 47.0 Initials: SKS Payment Date: 11/06/2002 03:28 PM H User ID: 1165 Balance: $0.00 I H O Z F- LLI W W . 1-- V . _ Z' W ' 0 Z Parcel No.: 2623049097 Permit Number: D01 -335 Address: 500 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 10/11/2001 Applicant: VALCO GRAPHICS Issue Date: 03/13/2002 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SCOTT A BRUNNER Current Pmts Amount Payment Check 2551 47.00 BUILDING INVESTIGATION RECEIPT Type Method Description Description Account Code 000/322.800 47.00 Total: 47.00 2368 11/00 9716 TOTAL 47.00 Printed: 11 -06 -2002 Project: W * Type of InspecMi a A A rab A P E Date Called: /01 P7-02' Special Instructions: reptte ba-uk, Date Wanted) 0., 30 _ 09,, ah. Requester .S(0 it Phone No: as.3-3n- lqq(c INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206) Approved per applicable codes. Corrections required prior to approval. Inspector: 24I 24' 0 I (e/VM,e POI- 33g 31-367 Date: 461 $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: t:404••,.4.^41-4 '••• `'I NJibj& .. 1'111494' .•-• • '14- ■ -"' Project; z ei . z . ,// Type o?spection: Address: Date Called: , / 0 - 6 noz ,, -- Special Instructions: Date Wanted: (a.m. P.m. Requesw Phone No .. -,W — 7 V NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 0 : '7 R-P• *1- lA e • ,) 3 sA rh rk s`ICI (1 ' E\ v r r fv r -,:„„rAk v\cvk Orr Li €.\c -e 4)1" *-•\ Yin YV1 U - frAC )1 n °T4.y-9 S Ak V r • ■vy, upovl COvvv ryc (* ws Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ‘ \ O r Cl - . t( - S 1il )N�1eN1U. W rthr i -- 7.) -- VI r V 1 -P a pry OV Plit Vin-P(havl t (A t �� G tin 5 ` 0 \ I P 1 SP W\ I -- )1 --fese ��V -P , a- a Ct (Q v 4 to v, /7 Mc In) (4 q &� 1 Date Wanted: a.m. p.m. Requester: \ T n .•. -t Project:\ { V (Al( () �� r +C Type of Inspection: ■ hGt Address: i Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspect INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. e Corrections required prior to approval. Date: (206)431 -3670 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: P rop • l'O 6.7 Type of Inspecti n: - ge ) e-r--- 7 ode Address. - .6 o7y)iter2 i Date Called: 107- 5-c Special Instructions: li .'-' ' , .7 Date Wanted: p. _ Requester: / _ ' iVA&Z,</) — ° 77 INSPECTION RECORD Retain a copy with permit lNsP!c�N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. t;i 0 (206)4 ' 1 670 Approved per applicable codes. 4,2447 1,4,4440 •M 1 3 1 CiPlIV IMI MIA . . Corrections required prior to approval. COMMENTS: • 4.1 4 % rptzde 2■•• te;11.1 cfr e—t,frca9-7 • Va ., 1 ) fax I 11 7Z 7,1 42 )i .-7-1///)-7 • (2i--7 r, - A CA/ S ' av/Ae*- ,- S ffr .0/7:te / 1-) eel a tA e<-3A47- / 1 Y2 I1 • 04.-- 15 idia 1 Inspector: Date: ( $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • „ • uJ 6 g -J • 0 • WI ■ CO ° Ili }— CO u. ui 0 • g :3 u- < • cl 11 z I- 0 z 1— uj 0 O 52 1— 1LJ 1— T - • L) — 0 Lu z 0 = I O . Prj ct: / o L's( / (t' C 7Y l� /1 t c / Type of Inspection: so S C r r / (r'?q Address: Ad ()() Ary /^ver ,1/_:- Date CaII d• t/ - 6. -o z- Special Instructions: Date Wanted: a.m. Requester,:, Phone No: .- 3 - 30 7 7y 94 / -7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 rB \ Approved per applicable codes. PERM (206)431 -3670 COMMENTS: 7 /'e d1s Q ef ie /e € C'77 V 0 ar 4 .1/ /07 621zpvr7 / 5 e Corrections required prior to approval. $47.00 REINSPECT! • N FEE REQUIR . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su' e 100. Call to schedule reinspection. Receipt No.: Date: 1 Pro' • V� t L.CC 6,e1,///‘:c Type of Inspection: ( 7Z/,v re.a'G77 Address: � f � �� W , Wte a / : -3/ Special In structions: ..Qi p hi �� 4 � , Date Wanted: ;. � �, f 4/ ''-'047N ''-'047N . �� Requester: P ne No 7 ' - 2994 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector INSPECTION RECORD Retain a copy with permit Date: PERMI (2 s 6)431 -36 ❑ Approved per applicable codes. Corrections required prior to approval. $47.0 NSPECTI• FJ REQUIRED. Prior to inspection, fee must be aid at 6300 Southcente •Ivd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: yY� VSW3�ti,�ti't'mslVe:trzk�id1�'�4 K':!:".b�t'�Tlik : sh '�•I�Mc'$ /:ald:f;.C�icY�%w:Ti� - • A1'. Project : V (4- // /CS Type of Inspection: C?ei4. , r 'l?tz) //US/ Add ti �. -C.. itvix)v ia Date 0led ,' —0 off. Special Instructions: �1--/IA one ..C.:—... L""L ( Date Wanted: a.m Requester: ©f / o: Ph 5 C 7 799 1 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • ,1.?,r po/ - - S INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)47 Corrections required prior to approval. El $47.0 R • N PECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Q LY J U 00 WW w o. g J I— Ili LL Q . 1— W U ❑ ON = W }.. — IL 1 6 Z v Cf) ~ o z P r oat4 4 t w/ 6. 5 . T g . sk . 7 D e ct o : . Aii4/4/ ) C29aee. „ Date Call7 / S" . Special Instructions: , Date Wanted: P.m. Requester: Phone/1; 63 7? ,. : COMMENTS: 7,1/ (AM '0 kr)e, / S" . 1e /Vet ClaciAl -,//?-/.:.2. .9. At- 4, 2 6t. /45" 0 iti / t. / 1 4 iy- ,i) dr7e,7*(761. ,,t7-eg tns pcor Date: INSPECTION RECORD Retain a copy with permit INSPECTI N NO. -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIcjN FEE REQ1HR,� Prior to inspection, fee must be paid at b300 Southceliter Blvd., Sude 100. Call to schedule reinspection. Receipt No.: Date: -• 45A4hire€7.44k4W-4.41.0.0:14:1,0.1ViSA4istall44'4,41a "'"■I ikA*So0a1.44,44.t.ike7314,100,:h4 Project: o &TVa ph(c,S l l �� � E /WO Ty Lo of Ins a -1 Dat Calle 1 1 0 tion: . r A � 0 �or o z - '. A dress: )/) Sp €vial Instructions: Date Wa 1 � to a.m. �D 2 -- Requeste Pho No• 3b7 COMMENTS: Receipt No.: Retain a copy with permit raig2 INSPECTION RECORD INSPECTION RECORD PER I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPE ON FEE REQUIRED. paid at 1300 South i - nter Blvd., Suite 10 V t'+++JN' Date: or to inspection, fee must be Call'to schedule reinspection. Date: Pr ject: UUC W Y e hic Type of n pection: • ; Gt f 2Y . / Address: 0 a A E Date Called: • /30 6 Specia Instructions: Date Wanted f CO DI / 0a p.m. Requeste . Pho -e No: ' 3 . 07- 74114 r pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: r ,� .:: Aso!! y:.. .. zi.: T:!.k r�' t5: �:.°.• �:` ttix(-".' X ' n�'.. � :'�.'��.'.e�:Ur`'��:, "ss; ° .c:1 tci'.c:«E ' s 0 1 - 3 3 5 Inspe 11 $4..00 REINSPECTION FEE R•QUIRED. Pri•r to inspection, fee must be p4 d at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. El Corrections required prior to approval. Rer:efpt No.: Date: 1z w 0 t N 0 . CO al, J = 2 w g u. g2. w Z I ZO w w . U � 'O E = w HU• O .0 U F H 0 Z Project: /�� / � �, �/��j�.Type C/ �� /7x —`�' of Inspection: /,� S/'�7� //j'6�1/� Address: _ iuzwie/2 '� & Date Ca led: T -max — 0 1 Special Instructions: Date ,yted: 7- Requ r: P 6ne No: -2.-S 799 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: $47.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Dat Y r• 'i f ft NO' -4, Project: / '� Vi.-. ��rap/N Type of Ins L -WrL1z ate Called: /` C - / Address: - J 500 � nlle4 pfr,.. ? /02 „-- Special Instructions: Pi zax //���� �Q ,�p C10`m med. we: 444j Date Wanted: qii ,i a. , Phonps, .. 7 ,..79.4 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 •'a4 - ... Doi- 335" (206)431 -3670 COMMENTS: Corrections required prior to approval. r 1 A% / $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: QQ • � J U U O Q . W W' J. w u-. W 0 � - g u_? = W Z F- 1— O W ~ W 2 • o O — O H W H - . • O .• Z W • CO O ~ Z c COMMENTS: \\ 1•) Yi,ovi'Ae veiltra-\‘ a- V■ re_ - -(2 ("Cc o papletc .1 a of r Vet 1 ?A. 7-) rov■ ck VVVe(int.,A`Ire■ 1 ')\-P 1 VIA C4 t G';'i (:),nr of e re) tkf 1 r 3.) 1. rorw", G r -- 01A.)--e 1 CNi Price I S :;• ' 9 0" ' wv:i Nc*, ,,, v i 4 \n a -ft pv, 4 0 SiG ri.,-)Ay i\ " (1 YA b4ue)ee14 1 it 3 avx (A - ' 4r)) 0 ‘/ I in A(St• 4 --VrrrAAc I.At lefinCL iAl S.) 4,...4.44.... CA V\ Sta )1 „ 1 ill 0 Vf■ 4 A; • °Tr no-P , ) s\ir....v, s ., v, 1‘...),Ac.st‘ Temuy, Profect:/1 VOL C 0 rW Aidt4C Type of nspectiV 14-1 Acldres: A rc i ate4 p Date lied: W Special instructions: Date wanted: T. 740 a Requester: 0 1.550 7 — 799 y • " • • trt.FV2 -••• • ••• INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. • . • INSPECTION RECORD Retain a copy with permit (206)431-3670 n Approved per applicable codes. Corrections required prior to approval. • Inspector: < Date: ri $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: • • , ":"•.7,4itiVit.{44416‘<44L44ia , ia4k.WO" " .z • < . 11— z • w : et 2 i —J C.) • 0 0 • • V) w : •W I LL uj u_ < u) 111 • Z I— 0 Z W uj, n • 52 uj u j 1- • 0 O — . O }- z Project: Type of Inspection: .:' `- Address: ' %c i�/,�l / Date •called: 1 -2 -c' • Special instructions: rr / I ti -r„. 60 . , �-.. 05 Date wanted: •a.m. 7 7 p.m. Requester ';d,7�7��s-c Ph e (677 — ;sue INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • Approved per applicable codes: INSPECTION RECORD Retain a copy with permit p - .�'3� PERMIT NO. (206)431 -370 COMMENTS: A-42/5k -, r D r l Pe"1-t71 1-7 Inspector: Date: 7 ) ` Corrections required prior to approval. •1!. 1 .r C $47.00 REINSPECTION F E REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4;s.„3 ;44- 4 z = F" 1— z s � r w . U O • t U ( ta u, w O g5 u Q U � Z Z0 O ▪ " w w ; L o w z U U . 7 h- z Project p Y,h\le U� co l�?!°:t Type of Inspection; 2V', erloy` tat [iL( Address: ( .VY) AA( t9Nker T )- Date called: / 9 I � ' 0-(.9- Special instructions: Date wanted: a.m. CO- (n -()Z 04 Requester: - F Phone: I INSPECTION NO. .11Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1�0 f`3 (206)431 -3670 Corrections required prior to approval. COMMENTS: hC� Fi Q 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: iL4r.,..'W4''44:,: 3'i 5.� ;3.t�i3'i• iYrCa tya e itiO$i�'•+ ~ ce W U co 0 w = � F- W O CO W: _. Z � 1- 0 Zil- U O N 0 I-- W W • � • O Z : U ( .2 H = : O ~ Z Project 1e r� i is ' Type of Inspection: (f �j t •� 4 Address: Sne) ! _ hCiOt.)-th W Date called: (0 -3 -02 Special instructions: Date wanted: a.m. b Ca - 0 . 2 p.m. Requester: 1 t Inn Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ►. f, 6300 Southcenter Blvd, #100, Tukwila, WA 981 ;8 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit I t0 ! - 33.s PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: CU N Fk � ( JCUa )Urrc rcx'vv A ).e Lk) ?ro rtuc I ors C .CI r e 1� t tS4a + r f A I O n ( mm 4 1 I • tor t e •pi�trc p< � s 1 Inspector. Date: 6,-1.-Oz 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: �ui+X^,t."- kr::d�+t!:' ✓is (iVN3.`;'r..7f' W 6 JU 00 : co W= w J LL. ? : co d . = W H Z �. O Z III Lk' • to O I— W w H 0 Z H • _ O ~ Z I; ;t{.'Mtr.maeV1Y INSPECTION RECORD Retain a copy with permit INSPECTION NO ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 111 Date wanted: 5 Requester: Approved per. applicable codes. $47.00 REINSPECTION FEE REQUIRED. Rdpeto inspection, fee must be paid at 6300 Southcenter Blvd., Suite100. Callao schedule reinspection. Corrections required prior to approval. COMMENTS:. watt Y15(. el 101^ InsPecto Date: j0 _ Q � Receipt. No: Date: ai �C'au.'e'.t7,`tiRY•Liii�:ri t;a*'d`.IS4c.i i:: ,,;: i w . r .. { _ ! ;p t;cs1{ • }�°.,� _ • .a �• . Z zi W • 0 O ww. W = WO u_ Q = 0 W H =, Z �. I- O W~ gy = p O W U O • tii U (I) z PV/i e57/ i e Type of Inspection: Aain I, k Atz O rc i rve,t p 4 L , f3() .... Dat ailed: , 47 Special instructions: • Date wanted: -570/02.1f..n? Requester: -, Phone: 7754 INSPECTION NO. NO. INSPECTION RECORD 1 5 Retain a copy with permit , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. r7 Corrections required prior to approval. , 4 COMMENTS: , reci- y w k A -VrO w re p r rowlfh >1-c - pprOved O V--- L y\ ctI rsi—/ Inspector: 9.9 Date El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, - fn must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 6: ihiAsk:W41*.* thrgaiow.0 z 1 1— • w 6 D C.) • • 0 • co 0 • W W CO Lt, uj 0 • g < • D - a Z ▪ 0 Z • ILI uj 0 2 n D U): 0 — O I— ILI u j IL. Z I 1-: 0 z COMMENTS: Type of Inspection: E polar s w Address: _ t D tler - �1L ke u TiCPt/1 - i- 1.-Ad c R-400»..‘ Special instructions: • Date wanted: ,� l.)rLAJ ?ro :vr4 \ nv\ Og `ciC, 1 1 vs.. Phone: 'rl%k•..pt..t . . Protect:1 . = V00(0 VrGo'1 IC. 5 Type of Inspection: E polar s w Address: _ t D tler - �1L Date called: -- c ) -9 - 0 Special instructions: • Date wanted: ,� a.m. P.m. Requester: 1 1 vs.. Phone: • -4 - 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 PERMIT (206)431 -3670 Corrections required prior to approval. --- Date: Vi `0 � ,$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid `= �at Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '1�r ?i�J'tJiia a •4�«.;. :r F1' ''��,s'.+��.�'ff...��y qq��^`;t��' ,b:;k'.Yli�;+F °•��Sf.{'.7{a�w�� h �" � .utda:�E.i.�d, :;:vi�43•: `!': ..;�: :+.dkC.m.•',+: ..... NC i.. t .�.�fc,,. .!.vdwy:7y�,;'Lti'��:;. �i �.. �l�r ,�`�..;�„`'"�+P.f�i,D �'t 1,�,, COMMENTS: {{ ') f� k./ 1 Cif + CI vrl t sk -f S • An vl rer Pr cx (k W\ 'A- [[ (D Cc lk Tei-- Y t ,c <, _ I�Jno !.J SP YY1 �^ 'J A1 LIM'F'Vr — se -- C?t \t Yle ` !J 1 i- \'P P r £'N.t,� t h lu 1 cii /Of tA.l Y'D ti 4 t ip" v 1 t`P - r „ \ J e err -P c Over r A tt) rO ue i ctt 0 41 rQ (. (7-1-Throf ?) /� (1 ` •� It / �I' VC� ' VAN LJ"�1 O. C C" t t h 1 \0iSt — 9 \( rat\ r 900- sup/ -69, i6 ( ' ac. kI ! to II Of.- u SQcl A � ac- 4 p 2.) - Toe v\a i 1 s-\-v 1c ,2' 8c-i tt ��, vl -Poe Project: } / ' c \)ct.ir n to rot 1 r � Type of Inspections[ , 1 YGI wi t w , Ad ress: J� ( I 7 � v . \AOoVPr \ !L } Date called: �^ / &, ) -J- 0 2 Special instructions: - Date wanted: Requester: Phone: 4 i6: ..e;iY: t d1�� ?.:'::t :Sifldi3.'6'�i vsYidAicdii5'1.Y. d.4aA' :e , •� �.� �", y ° t �':SItN� r.te. INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 El Approved per applicable codes. lorrections required prior to approval. ?o Date: 5`0 n 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: e . /.'.ViL.±�NrR.d�. +`7'�.�j}_ +uti7y'�;�� CTSS:i/f2a�St �' 0 c la _to co 0 w= J � W O LL < _ a Z Z Lu U � O N 0 H' WW UL z U g! - O Z Projectw r 0 Gm 1 ‘ ( t ) Type of Inspection: .— t. nref MI V, Address: ( SnO AhA01)e r - V- Date called: Special instructions: . Date wanted: f1 ,S .60 Requester: ..........\ Phone: 7:••• Do 1- 33s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT (206)431-3670 Approved per applicable codes. .5RCorrections required prior to approval. COMMENTS: -O w% ct• nty‘Aov a C- \I - ?r - Ot)) -e 104 spri inok- a k )e IA+ vte. Ltiv.(\, ) 4cin " we (Al O-CC (L C A n...145 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: 6 61t4 4 .4 4 tzge e , • dirfarlit. , • • rr i&bia■PleAtt:famtri41,11,,M4A4,14Pal.A6vgik4130x4xixtistig4):43.,Agh.c.; • ww. 6g 0 • 00 13 (0 MI • W W 0 2 ?- g 5: u . ‹; • 52 a Z 0: Z I-; ▪ ui: .2 a •D ▪ (2 .0 ° i Z: tii C.) 0 Z Project i • ki(i IC 0 ( (« )ir— S TyRe_of Inspection: i A v t r Address: 1 t DO ATIrtilre—r Pt- E lled: I Date ca / - 1 1 Special instructions: Date red: --''- / (*CI a.m. _., ,... Reque er: Phone: — (P 7 7 5 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. 2.- INSPECTION RECORD Retain a copy with permit Doi- 335 (206)431-3670 Corrections required prior to approval. COMMENTS: . ‘k Inspe or 41 .00 REINSPECTION REQUIRED. Prior o inspection, fee must be paid ae6300 Southcenter Blvd., oite 100. Call to schedule reinspection. R eipt No: A Date, s. Date: karqjec : Va co (--/r6t_pillc.s Type of liNspectiori: Ke5i-e ss: Addre Ftnclovur Pg E Date ailed) - ii , 4 inR Special instructions: D 7b 0(9 4111) . . Resster: 4 , - ) C01 1 Phone: 2r 71T-I tle .o.+11 INSPECTION NO. 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. n Corrections required prior to approval. COMMENTS: 1:// 2/4 Peve PZ/Ini 4)004 ..kqP",e-etWA inspector. Date: / Fir 7.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: = • . ' „ 1.C.A4 Project Name I , /0.-D / t / 42x1 C..5 r- Address /1 �' ' Suite # Retain - current .inspection schedule.- Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: U tre Hood & Duct: h' Halon: fk! Monitor: ( 7 7 Pre-Fire: ></ Permits: Authorized Signature c y r ��'�ygM 11 Ciiy of Tukwila Fire Department Thomas R Keefe, Fire Chief FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Permit No. )0/ 3s� 2.--- /2'`, 7 G /02-- Date ' T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Revision No. Date Received Date Received Staff i Date Initials I Issued Staff I Initials / I i I Summary of Revision: Received By: . Received By: Revision No. . Date Received Staff Initials Date I Staff Issued I Initials 3 7 -.Z s -oz. ,Aes��,1 69-8-0 7 I ..4S Summary of Revision: (/) .P v« L'Xssn.✓6 F,Coavr ° # s 1RP .0 oupoe , D.# . .Cespem» ACC& s.61-c Li4CsLI neS CZ) /12-1.4,ca -6¢ /�,Ciore.cr7 ori Qfi°iCa i4) ,ti an-ma 1 "/s"6' (.3) ett4 ,tJ,s,.✓ ei 2 (27 Received By: //, Witt /AA/ Revision No. Date Received Staff Initials Date Staff Issued Initials 1 I � Summary of Revision: Received By: . PROJECT NAME: U A 0, hi PERM Do r 33s Site Address: SOO cm ?,?Q(,,'PA k - - E -- Original Issue Date: - /3 -nZ Revision No. Date Received Ll- i -o •- 1 510 - o 2 - cic / Summary of Revision: apae1'` -' � �r lee�i �.�%si�J'GC _" j tX� 9- - sieve, � G"tJi �Z ..G "ieen ve Q1// Af_° W 7 R/1 .ac,4 -. —� 44.vie,c liJ ��� u� Received By: F� ,�j /�LL�� • (please print) Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Staff Initials Received By: Date Issued Date Issued ( please print) (please print) Staff Initials Staff Initials 1 (please print) kill'tevr NIKM c ., w. :.,..�.vticn.vtcr.. -.ge e.r. .nrryx..'' , fgfi44# titi 1.MIALV ,`N (please print) • z re .1 U U N W I CO u, W 0 2 � U� = F' W z =. Zo W U O N • F— W • W F- F W Z w U= O F' z estODERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -335 PROJECT NAME: VALCO GRAPHICS DATE: 07 -24 -02 SITE ADDRESS: 500 ANDOVER PARK EAST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued DEPART BuildV ivismn 94 El Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [� �v 7'Zy'OZ ire Prevention (] Planning Division ❑ Structural ❑ Permit Coordinator Incomplete DUE DATE: 7 -25-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY DUE DATE: 08-22-02 APPROVALS OR CORRECTIONS: 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: 4 4 :: t".4 cS::u::v+a;r iS,a:+�.c• .',4'4 4?4.413n z w . re L 6 —1 C.) 0 0 WI u- III O . co d = z H O Z Ili W U � O 0 I— W H U .. Z W 0 co O~ z e ACTIVITY NUMBER: DO% -335 PROJECT NAME: Valco Graphics SITE ADDRESS: 500 Andover Pk E DATE: 04 -01 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # x Revision # „. After Permit Is Issued DEPARTMENTS: Ave 1/40 Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 56 APPROVALS OR CORRECTIONS: Notation: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP AW Ci SIB- 1 Fire Prevention Structural Incomplete Li Planning Division Permit Coordinator Not Applicable Approved Approved with Conditions Not Approved (attach comments) n DUE DATE: 04-02-02 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04-30 -02 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: avvnunvw.a.eu.nrseya + a � v'^+.uw - - . s�vr�fr4�1/ M :itnnM'N�'(1lY'C1.18vw...b'(,� Z ` mo w. O 0 ', � CO W J 1 w 0 Q Z i- 0 Z O N C3 ff ww L .. Z: w • - I~ _ O E.. Z c ACTIVITY NUMBER: D01 -335 DATE: 02 -06 -02 PROJECT NAME: VALCO GRAPHICS - BUILDING B SITE ADDRESS: 500 ANDOVER PARK EAST Original. Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #, _ After. Permit Is Issued DEPARTMENTS: Build1r Division AwG 2•ui•OZ Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route I' REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 11 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Planning Division Permit Coordinator 4 >e DUE DATE: 02-07-02 Not Applicable No further Review Required DUE DATE 03 -07 -02 Approved with Conditions V Not Approved (attach comments) ri DUE DATE Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n II DEPARTMENTS: Building Division Public Works Complete Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -335 DATE: 10 -31 -01 PROJECT NAME: VALCO GRAPHICS - BUILDING B SITE ADDRESS: 500 ANDOVER PARK EAST Original Plan Submittal Response to Correction Letter # XX Response to Incomplete Letter #1 Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Incomplete APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions PlanSn Division Permit Coordinator DUE DATE: 1 1-01-01 Not Applicable No further Review Required DUE DATE 11 -29 -01 Approved with Conditions n Not Approved (attach comments) Comments: DATE: REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER: D01 -335 DATE: 10 -11 -01 PROJECT NAME: VALCO GRAPHICS, INC - BLDG B SITE ADDRESS: 500 ANDOVER PARK EAST XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is. Issued DEPARTMENTS: Building Division Public Worlis 1604 KU 10 -1k-01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route Approved Approved \PRROUTE.DOC 5/99 n Complete Comments: .� ./il4 TUES /THURS R • UTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention /O"/ %'c'/ Structural Incomplete Structural Review Required n No further Review Required Approved with Conditions[ 1 Not Approved (attach comments) Approved with Conditions vim t.« .c.'y.;:i alaaei"r:iSid.. Planning Division oe i'Vi&Q 10440 Permit Coordinator DUE DATE: 10-1 6-01 Not Applicable DUE DATE 11 -13 -01 DATE: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Date: a 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. Plan Check/Permit Number: ° /— 3 3 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 3 after Permit is Issued Project Name: (-CO k 4IZI Pdi t1, -- Project Address: ?,)2 % L r ek (6/9 (e4a it Contact Person: 4; 1.0 1 G6( 5 Phone Number: Summary of Revision: t' aorep-/eE ir26-37-ea9A 7;3 ,Q 2 e /& S/ -b.6 Meal , Es 0 L /, TE /%PPr?PA) e Th r , tI i ?6 & r.2,U► ® &e6!?-re Alit/ 40A .e6 X 27 Sheet Number(s): 7 / 41 / � �� � iQJ, 3 . ,1. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W I Entered in Sierra on 25 3 - 922-0774 H CITY OF TUKWILA JUL 7 ,.1 VIP PERM l utN17 R 08/30/00 Revision submittals must be submitted in person at the Pernzit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # • Revision # 2 after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Plan Check/Permit Number: Ol ' RECEIVED CITY OF TUKWILA APR 0 1 2002 PERMIT CENTER Project Name: �i iCs Project Address: //�IJ / EK L ' 656d L/9 Contact Person: t". . ( �1 Lf - I l� Phone Number: Z 31'2Z' e 7 7¢ Summary of Revision: &LL /Ai acwl = m11 0 --/j, S i0/ . '" ia2 • 4 a - Ia , //7 2 4)A - SJ,1 /GS c5; 4A) Sheet Number(s): 77 4 (? / J9 • ? 3 � 41,4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O Entered in Sierra on T _! _b Z S r i s /Fie ��.4k- Alf =(2J 1 08/30/00 ...,.:, 1a.�';:7:b „ri., :-s,h�', ` ''i- t�ra,!„ >4'ati• :: {1Fd + - w 1i5 "efr'�i:fw ✓J:4r'hi. " s;` "',:vh..ic '.ro i:.c,•• .. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued Project Name: VALCO GRAPHICS - BUILDING B PERMIT CENTER Project Address: 500 ANDOVER PARK EAST Contact Person: F. H. WILLIAMS Phone Number 23-922 -67 7d Summary of Revision: e Cl2iut It-401.4 £4LK oat, W Wad. Ost, au_ l �ti L_' air 40)4 Received at the City of Tukwila Permit Center by: p i Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D01-335 IIECEIVEO CITY OF TUKWILA E Sheet Number(s):1( ( ) 41.2 4 (, 3, 11 {,d 1 S3,0 l , 4f 4 ►'2 N(S 01 , 6- 63.1 / 64( .1 65 , 2 "Cloud" or highlight all areas of revision including date of revision 11/19/01 z cc U O C ill w O � S O. F. z � � w ui n o . ON o I w 1— u. 0 w z co z REVISION SUBMITTAL Revision submittals »lust be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d610b4, - L 2cf 9 City of Tukwila Department of Community 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Plan Check/Permit Number: DO 1-3 a 5 Project Name: VALCO GRAPHICS — BUILDING B Project Address: 500 Andover Park East Contact Person: Development - Permit Center RECEIVED OCT 3 0 2001 DEVELOPMENT F.H. (Harold) Williams Phone Number: X r 922-t�774 Summary o f Revisi n: 1 4GLCI / & Q5 �r7 j f , !Upt. 46 d 4 h _ Aud 622d iet, (7aie ) ' / 262304/0 /5 &mu /W ive hstib2, z ck &AltQit evet, iteaa.50_,thikied 61aA/L4, ivh4 t a, tf& IV& Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 10/17/01 �. 6 0 CO WUJ J H CO w O: 2 J LL. _ , � w Z= H I0 2 • o 0 D. O I- w W. I • 1 - - a ▪ Z. 0 CHALKIER IP'TNAM CO C O N S U L T I N G S T R U C T U R A L A STRUCTURAL CALCULATIONS FOR VALCO GRAPHICS ADDITION EXPIRES: 12/18/02 OCTOBER 5, 2001 01 -604 LINS L TT ENGINEERS PREPARED BY CHALKER PUTNAM COLLINS 4 SCOTT, INC. PERMIT CENTER CORRECTION 950 Pacific Ave Suite 200 Tacoma WA 98402 • (253) 383-2797 • (253) 383 -1557 fax • www,cpcsenginee corn 209 1 /2 First Avenue South Suite 300 Seattle WA 98104 • (206) 292 -5076 • (206) 467 -7788 fax PRINCIPALS Daniel D. Putnam, S.E. Jaynes H. Cc$Ins, S.E. Donald R. Scott, S.E. SENIOR ASSOCIATES Richard M. CeMncke, S.E. Jett J. Pinked, S.E. ASSOCIATES Gareth Floyd, CPA Aaron A. Goodwin, CAD Douglas A. Goodwin, S.E. Bret Maddox, S.E. Brian C. Phar, S.E. Craig D. Stauffer, S.E. STRUCTURAL ENGINEERS Gary E. Beckner, S.E. Jim L Harris, S.E. Ronald E. Seehater, S.E. CONSULTANT Raynand L Chalker, S.E CITY OF Tal FEB 0 6 2002 ,. ,,;:.,rv 'u ti: :, ''h.Vi.16 ~ W. 0O ` co J H; W O` J; lL Q. — a. H = Z F.. F— O Z F • uj D o U N , O O i— H U II — O 11.1 Z UN O Z CHALKER PILTTNAM COLLINS (R7 SCOTT C O N S U L T I N • ❑ MEMO ❑ CALCULATION PROJECT ORIGINATING OFFICE: 1 TACOMA ❑ SEATTLE iLl-t A tV 1 CA-L. UNITS ca S T R U C T U R A L E N _. I N E E R S A J ❑ MEETING MINUTES ❑ DATE: lb ❑ TELEPHONE RECORD SHEET OF NAME: Ftoln JOB No.: © 6 O y isa D . ZS -� :5N0 ,0 410 p `f 33' '� =. 1 gigN ! _ 35D6i) . 5 r 3) , r1 rY = ki (t�tis 617 .s Cy = ► - • 16 , g - � ►��S G Exlsri b = g0�c(�,,(1-2!) Pio 3/4.'1 4;, = go (f9,aS j( Sl 6 �r 1 r'S L 1 6, i /33 19 1 5 n sPkM I SO_ -- x I`'j 1eo L z7..SSpml 3Sv.� _ 13 3 Ps fr , t ,. 5ffim r 4*. t.$) - 16"01 1q 'N2_ rt STl NG Z � t.33� zz.S ,Z ) ,21 133 r% 4 5 ifs; A.! '40t9. £J T61).1.a gSi c i"5L Py =1011115) = 1035 p5L 53Z (Z) I Incorporated 1969 950 Pacific Ave Suite 200 Tacoma WA 98402 (253) 383.2797 +7-37 p s% Gp R No G-op + 16,0 = -)I psi d� (206) 292 -5076 Seattle (253) 3831557 fax VW. CHALKER PT.TTNAM COLLINS P- SCOTT C O N S U L T I N G S T R U C T U I A L E N I N E E R S ❑ MEMO ❑ MEETING MINUTES ❑ DATE: 1 fi 't(a1 ❑ CALCULATION ❑ TELEPHONE RECORD SHEET OF NAME: PROJECT JOB No.: d l -fo o"Lf ORIGINATING OFFICE: at TACOMA ❑ SEATTLE 153 P "7 3? 4 dq i_gui- i _ Zo' I 6 d , o °! a3*' l20) z 70 AID ' 7o , = 9330 1x 3,Xj" - 53 r 5t, ` b 6 93311( 4G6 34- r, s16c6 7 " = * FS � 1a£Ar4 S i 171. a m 3 *(2451 / ¢ fr ' sip 1, z p5L . < Fb ok \ = 933 3'= Er`l6 *E s' h 17 �� _ `�. r 7, 011Sn NC? = z y fir yvps ../f)o p# 1 5 02-(qa ^ t 012, PS �ir = S 1Yr LL zy � c qj t ' °1 old l66 psL (I 170 Psi- ..... Incorporated 1969 • 950 Pacific Ave Suite 200 Tacoma WA 98402 • (253) 383 -2797 • (206) 292 -5076 Seattle • (253) 383 -1557 fax e O 0: (n • W'. W =; y W , w O: to nd w, z � � zi Uj U CO'', = - U z z ..., Received: 5/29/02 7:18AM; FROM :- Allen— Bradbury Construction PHONE NO. : 253 5731455 05/28/02 TUE 17:08 FAX 283 383 1357 PCSA May 28, 2002 Jon Graves Architects & Planners 2112 North 30 Street, Suite B Tacoma, WA 98403 AflN: Jon RE: Valco Graphics Please contact us if you have any questions. Very truly yours, PUTNAM COLLINS SCOTT ASSOCIATES Douglas A. Goodwin, &E. Associate / Project Manager DAGsjm 01 -604 Attachments 263 5731455 -> VALCO GRAPHICS; Page 2 C Syj Putnam Collins Scott Associate. Tacoma • Seau1 Dear Ion, We have reviewed the inspector issues indicated in the fax by Al Engberg and have the following comment: 1. 2x4 H.F. #2 or better studs at 16" o.c. are adequate in lieu of the specified light gauge steel stud walls in Building "B" New Production Office. 2. Existing 2x12 ledger connection is inadequate for light storage loads. Contractor indicated that it would be possible to install a 2x4 stud wall under ledger.. This would be acceptable. 3. Utilization of this area as Storage with a loading of 125 PSF is up to the Architect, although we would recommend that joists and walls be dcsigned for this event. 4. See attached calculations for the joists, header and wall framing for a 125 PSF live load. cc: Al Engberg w/ Allen - Bradbury Construction !trk,xicrviia; t4aruxs���;;; �_.��•rs��M „- wrty.wx: A»: 4,tfits4 1 = ,PR''+x, Ar';1A4,74 wi £'' e {a'etr. F% " :rett.0 ..._. 950 Pacific Ave., Suite 1100 Tacoma. WA 88402 • (253) 383.2797 • (253) 383 -1557 fax 209'12 First Avenue South, Sults 300 Seattle WA 98104 •(206) 292.5076 • (206) 467.7788 fax www.pcwino.00m • Incorporated 1989 May. 29 2002 08 :12AM P2i7 tJ(uU1 PRINCIPALS DMUMPUMmIE imiaRGAmtx D..* lfc $.!. LarrylProAM a P/r/OI►AS%OCUS(3 sk ArOm Oehnowk 3j, ASSOCIATES w A. ,OAD Dean t 0•wd6 •E. MONMAAE e,ti„ a n,*O a•. orAgm Bey $.E. 11TRUCIURAL sVOIN1IRe wire. o.ouur, BA. .1 L Hm11. J},e, Ronac e.enoer. s.E. RECEIVED MAY 2 9 2002 BUILDING DEPARTMENT O 0 w 0 J • = V) Lt. WO u- Q' = CJ w z �. H O Z w O ▪ N 0 1- W w ` 1--- U u'O • Z . ' w O ~ Z Received: 5/29/02 7:17AM; FROM : Allen- Bradbury Construction ' 05/28/02 TUE 17:09 FAX 253 583 057 PCSA r Summary LD do ns Stress Calcs ��uery Values hovel otos icireAufteow em NNW 0 7 1.01~10 rre Description Wood Ceiling Joists 1 [General Information Section Name 2x12 Width Beam Beam Deph Member Type Elm Wt. Added ki Loads Load Dur, Factor Beam End Fbdty Wood Deneiy !tit!! Lengh Uniform Loads center Left C.arllievor Right Cantilever Max Stress Ratio Maximum Allowe Mex. Positive Moment Max. Negative Moment Max Cleft Support Max Q Right Support Max, M allow fb 908.95 pel Fb 1,150.00 pal Center Span... Deflection ...Location ... Lengti /Defl Sending Analysis Ck 3 10 0 1.000 Rb Centar G Left Support G RIghl Support Sheer Analysts Design Shear Area Required Fv. Allowable Bearing a Supporta Mo. Left Reaction Max. Right Reaction DL DL 1.500 in 11.2501n Sawn 1.000 Pin -Pin 35.000pcf 2.39 it-ft 0.00 kilt 0.00 kft 0.00 k-R 3.03 fv Fv 01811.1,0311 0.018 in 5.000 ft 8,695.5 M, V, i D ill Specified Location fi Center Span Location = fit Right Cant. Location = Left Cant Location = 0.000 ft 0,000 Mealtime! 2.29 kit 0,00 kilt 0.00 k.ft Left Support 1A3 k 15.087 In2 95.00 pal 0,95 k 0.99 k 253 5731455 -> VALCO GRAPHICS; Page 3 PHONE NO. : 253 5731455 General Timber Beath 20.00 Sift 0/fl 0.1394 :1 2.4 fait 3.0 fart at 5.000 It at 10.000 ft 84.93 peI 95.000 0.00 ft 0.008 0.00 ft Center Span Left Conover Right Cantilever Douglas Fir Larch, Fb Base Allow FV Allow Fc Allow E T .0.142 In 5,000 R 844.43 Caleuflatlona are designed to 1097 ND$ and 1997 UDC Requirements LL LL LL mis : Degnr: Deagription : Scope: No.1 Spans 10.00ft, Seam Width • 1.500In x Depth =11.251n, Ends are Pln•Pin Left Cantilever... Deflection .,.Lertgth/OeA Rrgttt Cantilever... Deflection ... Length /Dell Sat 91.641 In3 Area CI 0.000 S oc R444 24.93 In3 0.00 M8 0.00 1n3 G Right Support 1.43 k 15.087 In2 95.00 psi Moment 0,00 k•ft 0.00 kilt 0.00 k4t 10,00 ft Lu ft Lu ft W 1,000.0 ps1 95,0 psi 025,0 pal 1,700.0 kel 107.00 Wit Adit 16.876 In2 1,150.00 pal 1,150.00 psi 1.150,00 pal Bearing Length Reci'd 1.019 In searing Length Req'd 1.019 In Shear 0.96 k 0.00 k 0.00 k May. 29 2002 08: 12AM P3 /7 ly}l U aii 0.000 In 0.o 0.000 In 0.0 Job Date: 2:21PM, 20 MAY 02 0.00 ft 0.00 ft 0.00 ft Repetitive Member Maximum Shear 1.5 1.4 k Allowable 1.6 k Shear; Left 0.96 k Right 0.98 k Camber: • ® Left 0.000 in Center 0.027 in Reactkxte.., « 0.000 in Right Left DL 0,12 k Max 0.86 k Right DL 0.12 k Max 0.96 k Deflection 0.0000 In 0.0000 In 0.0000 In TO 0.000 In 0,0 0.000 in 0.0 OP Page 1 1 `\ 491 #r 4 Beam Design OK 1 RECEIVED MAY 2 9 2002 BUILDING DEPARTMENT !1 . •:4 1 ':.iNel Received: 5/29/02 7:17AM; 253 5731455 -> VALCO GRAPHICS; Page 4 FROM : Allen-Bradbury Construction PHONE NO. : 253 5731455 May. 29 2002 08:12AM P4/7 05/28/02 TUE 17:10 PAX 253 383 1557 1JOSA (kJ UUJ PismeCollauSaimuietsto Snow &O. LOW Nei WOMPINVI Wit 1.1114 InarliNIP. WOW 061011 d MIMS 1111•1111N11 Description Wood Ceiling Joists Sketch & Diagram $1144411411;i■Niiiiiit;11■4111i1M/1 'NOM Ism • Us Ilar • use • IA* •■•■■••■••••■■ ....41.303■••••11131M. (19 General Timber Beam imam um yam IPaaL111 Dire: Descriptien : mope : Job # Dots: 2:21PM, 2 MAY 02 Pape 1 ' ,1 , 1 F „ ; 11 1,1191 1 14' I:, PII I I : +-- -.. 1 Pii — was 4...4...4.4., • I 1 I:I 1 61•■■•■■•■•■•■••1101/0.1 , 01.... L_____1„.....,.,..L,..........-..1.....* •:•34,•,,,...,, i i 1,.. .16 1,,1 : 11 0 1 51WIF . PMW ...: : . ,...: i 1 . f i i : . 1 3 . : V 3 fi 1 1, li 1 il 1 , . . . . . , 1 6 1, ,3 ' , ,' : ' ' 1‘ l ''' 1 i : 1 ,l ' ,3 1 1 1 11 4 1‘1 ■I 1: 1-1 I 1 : 11 ,:1 11 1 4 , li • ! 3 1 3 3 . 1 . : T3 ii 1 H 4: I il ..k . , ill i n t. 1111:1 1 — 1.r.i' l' i i i .: 1 1: li 11 ,1,11 ' [.. , ,A . 1, 1 11.1? , 1 1 1, .11'1 L'1 , • 1 01 1 .''; :111. 1 .1.1 1 1141 1 .1 1.1 .1 I 1 I ' '..'11,:i:V...•,:,1 ';':1: 4 1 1 1 i - 110 1 1111411 1 1141 11T+11V Il l id - III M ; II 11 , !! 1 I I I 1,1 I . 11:11a99 - I I. • I I . 1.1 , i , 1 I '11:1Y ftwar-irv 4.111•011 MOM AMOY RECEIVED MV 2 9 2002 BUILDING DEPARTMENT Received: 5/29/02 7:18AM; 253 5731455 -> VALCO GRAPHICS; Page 5 FROM : gllen-Bradbury Construction PHONE NO. : 253 5731455 05/28/02 TUE 1711 FAX 253 383 1.557 PCSA 2x4 STUDS 18 • ac. 0 • 3.50 la • 3.1 Ite 5.4 !r( W• • • ST D LacatIon: GRID 8 EXTERIOR BEARING WALL 91911 Wight, R Mad losi, P41 1333. LIV• 1014 PI $ 033.3 Snow load, Po Wind load. P DO COM 1I05 il Fe w 1378 po ; tioo$0 CNC% TIM 74, 1006.1819 (osa. 1.1314: fa max 4,711Fs tor lIntreto0 web (1 with fa not.' .?bra •11a41•33. (Wollestls Axial mei fiat to. ma 41.4i. cow Cal= load Ourellon May. 29 2002 08:13AM P5/7 Gh 004 kid 10Cation from 0 Grand = n 1.15 • Loed sosanlnalti - 1102-n 0.00 • dttoedon Pad 11m11 for OM otrooractisr 10 grams! 2,120 IC 1.0 *mom pal Nobs loacllocallon•n• 00en no T.J.M. Iota Is 1' to 1.5'. Far nonnol tall plats boon Wain joiel I sal Wawa, •re unto ouumod 6) be 0,2, RECEIVED NAY 29 2002 BUILDING DEPARTMENT • Lo IM Rs re PO .7ere • re mix MIN a In M WIN 9 11 Pak 5 1 1e ' oat fb sol tritorsake ferFo 4 WFb lion Ern 4 i V nds botioodon In 1160 L;,• if :' : '.• .' '.'::: * :: '..:. ' • :.. .... : .......i i :.... i w L- 1. 1.00 0.0 I 5.0 30,5 I 4,0 I 390 1 792 I 111 0 0 164 0 0.23 0.00 REDUCE Pa FOR FRW FIRE RATED wALLS FRW): 1.00 0.0 16.120 81.0 MS 14; 111 0 0 194 0 1.09 0.00 1.00 0,0 6.0 340 410 3110 297 111 0 0 194 0 423 400 44 ** : :.:•• ::•'.:.:. * : .. ••,. •••• ::. 1.16 0.0 I 9.0 50.0 I 410 386 I 0 0 . 0 154 0 0.23 0.00 848.7 . c**orkii)ii +4 '449 !iswax 1,60 0.0 9.0 30.9 410 163 0 0 0 164 0 0.22 0.00 L./ *MP 1,41.410:014194464i.•49*OS;i:14/940: . . ' ' • ' ''':':' . . ,. . 1.60 I OD I OD I 30.0 I 410 I 303 I 0.00 0 0 154 0 0.22 COO 94: 966.7 0.00 L1 pups 0 4 0 . : 641 * 1$ 0 . 4 .6 . :1 . ) 0Y0, i f 1ii64444t 0 .. .. :: : : : .i,: : : :: : . . . . 1 . 66 1 6,0 I 9.0 I 30,0 I 410 I 363 I 0.00 05 11 --,. 184 300 0.22 028 • '9:50.. 946.7 0.14 I. / 766 Received: 5/29/02 7:18AM; 253 5731455 -> VALCO GRAPHICS; Page 5 FROM : gllen-Bradbury Construction PHONE NO. : 253 5731455 05/28/02 TUE 1711 FAX 253 383 1.557 PCSA 2x4 STUDS 18 • ac. 0 • 3.50 la • 3.1 Ite 5.4 !r( W• • • ST D LacatIon: GRID 8 EXTERIOR BEARING WALL 91911 Wight, R Mad losi, P41 1333. LIV• 1014 PI $ 033.3 Snow load, Po Wind load. P DO COM 1I05 il Fe w 1378 po ; tioo$0 CNC% TIM 74, 1006.1819 (osa. 1.1314: fa max 4,711Fs tor lIntreto0 web (1 with fa not.' .?bra •11a41•33. (Wollestls Axial mei fiat to. ma 41.4i. cow Cal= load Ourellon May. 29 2002 08:13AM P5/7 Gh 004 kid 10Cation from 0 Grand = n 1.15 • Loed sosanlnalti - 1102-n 0.00 • dttoedon Pad 11m11 for OM otrooractisr 10 grams! 2,120 IC 1.0 *mom pal Nobs loacllocallon•n• 00en no T.J.M. Iota Is 1' to 1.5'. Far nonnol tall plats boon Wain joiel I sal Wawa, •re unto ouumod 6) be 0,2, RECEIVED NAY 29 2002 BUILDING DEPARTMENT • Received: 5/29/02 7:16AM; FROM : Allen- Bradbury Construction PHONE NO. : 253 5731455 • 05/28/02 TUE 17:12 FAX 253 883 1557 PCSA Pram OWN SamrA,n.rwr L7 momix , �Ib>1lwMK�1.0 Description Header General! information Section Roem W Id Seem Depth Member Type are Wt. Added b Loads Load Dor. Factor sear End Fixity Wood Density Full Lott h Uniform Loads 1110111‘ Center Cantilever Right Cantilever Su DL DL 3.5001n 11,250111 Sawn 1.000 Pin -Pin 35.000 pd 263 5731455 -> VALCO GRAPHICS; General Timber Beam 75,00 Rift lift LL LL LL Bums B4OOft. %earn WIdth = 3.5001n x Depth a 11.25In, Ends are Ptn•Pln Max Stress Ratio 0 - 1 Maximum Moment 3.2 k-ft Allowable 6.6 k-ft Mex. Positive Moment 3.19k-ft at 3.000 ft Max. Negative Moment 0.00 k -1t at 8,000 fl Max Q Left Support 0.00 k-ft Max ® Right Support 0.00 k -ft Max. M allow 8.77 Reactions,.. lb 519.00 psi N 81.09 pal Left DL Fb 1,100.00 pet Fv 95.00 pal Right DL Deflections Center Span- Deflection ,..Location ...Lerplh/0ed Stress Cake Bendng Mstyds Ck 33.438 Le C 1.100 Rb ® Center ® Left Support g Right Support Shear Analysis De90 Shear Area Required Fv: Allowable Roartno o Supporta Mu. Left Reaction Mex, Right Reaction Qpad Lug -0,003 In 3.0008 20,612.5 Query Vaiuos M, V, & D ® Specified Locations tilt Center Span Location ® Wit Cant. Location = g Left Cant. Location = 0.000 ft 0,000 Max Moment 9.19 kit 0.00 k-ft 0.00 k -ft a Left Support 3,19 k 33.611 In2 95.00 pal 0.00 ft 0.00 fi 0.00 fi Center Span 8.00 ft Lu Left Cantilever ft Lu Mehl Cantilever ft Lu Douglas Fir • Larch, NO Fb Base Mow 1,000 pal Fv Allow 95.0 psi Fe Allow 625.0 psi E 1,700,0 Kai -0,028 In 3.000 ft 2,456.71 Calculations are designed to 1897 NOD end 1997 UBC Requirements Moment 0.00k ft 0.00k-ft 0.00 k-ft Tide : Diann Description : Scope t 625.00 &1ft 1tift Oift Let Cantilever- ° ..,L ,gthanen Right CanUNwr.. Deflectlon ...Length /Deft Sax 73,8281n3 Area CI 0,000 &S,Ree'd 34.83 Ina 0.00 in3 0.00 In3 a Right Support 3.19 k 33.611 In2 95.00 psi 2.13 k Bearing Length Req'd 0,973 In 2.13 k Deering Length Req'd 0.973 In Maximum Shear' 1.5 3.2 k Allowable 3,7 k Shear; 6 RI Right 2 21 3 k Camber: 6 Lott 0.000 In a Center 0.005 in ® Right 0.000 in 0.25 k Max 2.13 k 0.25 k Max 2.13k aicweble fb 1,100.00 psi 1,100.00 pet 1,100,00 pet Shear 2.13 k 0.00k 0.00 k Page 6 May. 29 2002 08:13AM P6 /7 Job 0 Date: 4:4BPM. 28 MAY 02 e 0.000 In 0.0 39.375 k12 0.000 In 0,0 0.00 R 0.00 ft 0.00 ft Seam Design OK Deflection 0.0000 In 0.0000 in 0,0000 In IL 0.000 In 0.0 0.000 In 0.0 Page 1 I RECEIVED Mg 2 9 2002 DEPARTMENT i- • w. 6D. J U, U O U) • CO at U.1 = H . W J u. <, a = W z � z o. W M p 0 - O H' W W. H 0. U. O, .. z W U= .O 1- z Received: 5/29/02 7:19AM; FROM :,Allen—Bradbury Construction PHONE NO. : 253 5731455 05/28/02 TUE 17:13 FAX 253 363 1557 PCSA Nur Gras, Stest.anehmet Summ.A.4, WoMMM Wm IMMAIMMMOOMD MISOMM Desorption Header Sketch & Diagram 4 1 mmtymela apswit.101 253 5731455 -> VALCO GRAPHICS; Page 7 4 Whew Ye Title eem OseeriPtlen tkop• : General Timber Beam May. 29 2002 08:14AM P7/7 id000 Jab 4 DE.: 4:46PM. 28 MAY 02 Pao 2 ."'' • " " ""7; 7. 1 ' -- W7dliii - 7 - 41■.7 ....4. 04 ii .....,00,......2ca:114. je .... t ...„..,,--,•1,........71:"‘"."' f•W ray" i 11,1, lij ii: I r . 1 1 1 1 1 . 7 111 1.17 I I 1 L ! Illp 4 ' Ill 111 1 "-- . r 1.1.1...up 1,J. . ,11.,I Hi....,1,,,,,,i1 4f.,11q,,itfil.;11:f,irsi,,,,o31,1 9,, 1 1 : i ,,. 1 1 i 1 1 1111.1):11', •iii l •..; 1 : 1 !: :1 1• Til i j '1 : 1 : ' I 1 :0 1 1: j % 1:ii 1 : 1 1-.:■:it ' ,,,,,, !iml! , , . 1 A . 1 4t . .(ti .. ...!; , ,. , al'....1 . ,,I., ,,i .: 1 1„.....:,.!::::::..,.., . .:1 j ., , i ,, ,.. ,: , i . : r , ;...,, i, , , , ,j .. . i ii,..,1, 1; ..?.;:,,, , , , T,, , ,,. „, 2 , , , , 11 , , , ,, ,, , , , ,, , , i,, ,,, , ,, , , ,.. , , , j ,, .. i . ,011r; (1.1; :Tri 1 J ........1 c i.. ':nir. ;ti LI; d .I i 6 ..,_,...._..._ ___ ;,,,,, ,• , ,,,1 II: • i ,. 1:1 '' , iiiii a s i.. ; . z ..owL------"-"*' Sam RECEIVED MAY 29 2002 BUILDING DEPARTMENT May 12, 2003 F. H. (Harold) Williams 6010 20th St East, Ste. 5 Fife, WA 98423 RE: Permit Application No. D01 -335 500 Andover Pk E 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 Uniform Building Code and /or Uniform 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: Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D01 -335 Bob Benedicto, Building Official Ciiy of Tukwila Department of Community Development Steve Lancaster, Director • Cali 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 June 28, 2003, 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. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 mo w: 00 .W • W O` J. • uid z W O' • U 0 • W W: H — 0. U. LLI Z O z MAR.11.2002 5 :46PM MANSFIELD / SALAZAR WANSON MANAGEMENT, INC. RE: VGA 4 TELECOPY TRANSMISSION COVER SHEET PLEASE DELIVER THE FOLLOWING TO; NAME: r .?&r.ga / LOCATION: d/ r Dc /GlierY/L/9- FROM: �� 4 / >66/ JS /r' 20 /3&"" DATE: # TIME;.9 SPEED; NUMBER OF PAGES (INCLUDING COVER SHEET) - IF YOU DO NOT RECEIVE ALL OF THE DESCRIBED MATERIAL PLEASE TELEPHONE IMMEDIATELY. COMMENTS: �1(4Se. Nm r6 /O/NA / 4/$i() • ?)4fi !ae . � /33S' /Afwd* �EpecraN SAO& sreaPlG 4 ,mss � 4,°ii�roA) A+tlOaZder t 41 7 5 ',4601 4 derGmkt 4# 404-riati c�.b�is 4 l5 - 2,0z ° -- Tifi5 ,�E� . t4-s iitoti TKOhr kEit* .70./04e. 74 ,e021) el tax 4-00-frr k 9CtA28i4vy, T� 4 a, 1/60? *se l mlDorEa Tik* Fp.cpJ fit) Role. 2'dZ� /reE 6o/ES of iO41 a1irtg5 Yore ,ems _. 4.4gasse PHONE: 253 -922 -0774 FAX: 253 -922 -0334 (PLEASE NOTE THE CHANGE IN FAX NO.) MAIL: P.O. BOX 1697 TACOMA, WA 98401 -1697 OFFICE; 6010 20'" St. E., SUITE 5 FIFE, WA 98424 NO.128 P.1 i C:. ro. pmIrvw7r+tvwgvar•+if, .,Mb)'4'C+'TMAu" °PTWOOVIOMMO$R3l .OMIIR4 MPIMN t December 12, 2001 Mr. Harold Williams Expansion Management PO Box 1697 Tacoma, WA 98404 -1697 Dear Harold: Best r 2011131etter to harold MIA III BENI ACI` ENGINEERS,INC. TACOMA • SEATTLE • OLYMPIA RE: City of Tukwila Correction Letter #1 Development Permit Application #D01 -335 Valco Graphics, Inc. — Building B At your request, I have reviewed the City of Tukwila's comment number four. The space is considered a semi - heated space per the current Washington State Energy Code. However, the building was not designed under that code and has a higher energy input than is allow with today's code. As stated in comment number four, there is no requirement to bring the envelope up to current energy code standards. Although, while replacing the entire HVAC system, better energy efficiency should be considered. The design team has decided to insulate the entire roof of the "Plant 124" area with R -19 batt and cover the entire underside of the insulation with cover board as shown on A1.1. This decreases the heat loss through the roof and allows us to reduce the heat input into the Plant area. As shown on sheet M2.1, we removed 2 gas -fired units rated at 400,000 btu/hour each (because of the age and condition of the units, efficiency is unknown) and 11 unit heaters rated at 13 KW each (488,000 btu/hr). This equates to a total of 1,288,000 btu/hr of input energy. Given that we are working with an existing building and that we designed the heating system to maintain the original building's temperature setpoint, the designed heating system has 2 gas -fired units rated at 400,000 btu/hr each. Therefore, with higher efficient gas -fired units (80 %) and added insulation to the roof, we were able keep the building at the same temperature as the original building while removing 143 KW of electric heat input there by operating at 62% of the of the previous energy input. As a result, the energy efficiency of the building "remains equivalent or is more efficient with the installation of the new mechanical system." Please call me if you have questions or comments. Chris Caffee, P. . Senior Mechanical Engineer J EXPIRES 0i6 -2I -Of SEATTLE OFFICE 2100 Fifth Avenue, Suite 200 Seattle, Washington 98121 Phone (206) 405 -3975 Fax (206) 405-3976 CITY OF TUKWILA FEB 0.6 2002 PERMIT CENTER CORRECTION LTR #�_ February 1, 2002 Mr. Bob Benedicto Building Department City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Development Permit Application- D01.335 Valco Graphics, Inc.- Building B Dear Mr. Benedicto, LFA Lco RECEIVED CITY OF TUKWILA FEB 0.6 2002 PERMIT CENTER This is to confirm your conversation with Mr. F.H. (Harold) Williams of Expansion Management, our representative for the contemplated tenant improvements in our Building B located at 500 Andover Park East. We are therefore requesting relief at this time from the conditions of your comments numbers 1 and 2 in your plan review of November 15, 2001. The existing building has a "dock height" warehousing and production area. Within the dock height production and warehousing portion of the building, there is an existing men's restroom that was not constructed to be handicap accessible. There is currently no women's restroom available on this main floor level for the warehouse and production employees. In our permit application for the tenant improvements for this building, we show the addition of a plant women's restroom, which would be constructed to comply with the requirements for ADA accessibility, and as well indicate revisions to the existing men's restroom to provide an ADA accessible toilet. Unfortunately, with our reduced scope of work contemplated at this time, there is no practical way to provide wheelchair accessibility to the dock height warehouse floor of the building. We are therefore requesting relief at this time, from the requirements of providing an accessible path of travel to the existing men's restroom and the women's restroom, which would be located on the plant floor level. When, at a later date, we complete all of the revisions to this building that were included in our original more extensive scope of work we would be able to comply with the requiremuts H 10 N chair accessibility and parking. UU K H LTR# Valco Graphics, Inc.-480 Andover Park East • Seattle, WA 98188 — t 206 575 -3500 • f 206 575 -3575 printing • mailing • fulfillment ft? { • (Th We therefore request that the construction permit be issued as submitted, with the provisions that we will provide wheel chair accessibility to the plant floor when the permit for the balance of the original scope is requested. Very Truly Yours, Les Gallamore Vice President Valco Graphics, Inc. cc: Harold Williams November 19, 2001 Mr. F. H. (Harold) Williams Expansion Management, Inc. 6010 20` Street E, Suite 5 Fife, WA 98423 SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D01 -335 Valco Graphics, Inc. — Building B Dear Mr. Williams: Building Department: Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit No. D01 -335 City of Tukwila -iae-x-ced Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department, Planning Division and Public Works Division have no comments. Bob Benedicto, Plans Examiner at (206) 431 -3670, if you have any Questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 433- 7165. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION F w Date: November 15, 2001 �. Project Name: Valco Graphics -1 o . Application #: D01 -335 co o Plan Reviewer: Bob Benedicto 1 • N PLAN REVIEW COMMENTS w g 1. The proposed tenant improvement is an alteration to the primary function of N a this building. Consequently, the path of travel to the altered area(s) must be W made accessible. Presently, there is a change in elevation from the office z F level to the Plant level that does not allow wheel chair accessibility. Please z o review the space plan and code requirements of UBC Section 1112.1.2 and pi show compliance. o: o� 2. Locate the barrier free parking stall that will serve this building. Dimension = w the stall and required access aisle, and locate required signage. Refer UBC Table 11 -F, Section 1107.2.2 and 1107.3. `� o w z U� 3. The size of the existing mezzanine indicates that there should have been two means of egress from this floor level. Although the plan is to reduce the size z of this mezzanine, it is not dear if two means of egress are still required. Qualify the exiting requirements for the remaining mezzanine by noting the resulting floor area and the proposed use of this area. 4. The area labeled "Plant" 124 is (it seems) an existing warehouse area with no insulation at the walls, no roof insulation at approximately one half of the roof area, and (very likely) no perimeter slab insulation. The space has eleven unit heaters and two -roof top gas fired air - handling units that provided heat to this area. Given the existing conditions, the space is considered by code as a semi - heated space and not in full compliance with the current code or the code that was in effect at the time the building was constructed. Under the current energy code there is no requirement to bring the building envelope into full compliance with the current energy code if there is no change in the energy efficiency of the building. Given the proposed replacement of the entire H.V.A.C. systems, it will be necessary to bring the envelope of the warehouse area into compliance with the energy code, or as an alternative, it will be necessary to demonstrate the energy efficiency of the firvwa 1.'1.741 November 16, 2001 Valco Graphics D01 -335 Page 2 Building remains equivalent or is more efficient with the installation of the new mechanical system and no upgrade to the building envelope. 5. Four of the proposed roof top units exceed nine hundred pounds. Provide an analysis to show that the roof is capable of safely supporting the new units. Include any modifications necessary. End/ initial plan review Valco Graphics at 480 Andover Park East, recently purchased the entire building and property of 500 Andover Park East so as to expand the warehousing, production and office functions of their business. DEMOLITION PROPOSED: 500 ANDOVER PARK EAST Remove 100 LF of mezzanine structure located on South half of building. Remove 100 LF of partition wall located on the East -West building centerline. Remove existing inefficient lighting and heating equipment contained within warehouse portion. Remove existing office ceiling grid system, and inefficient lighting equipment in • office area. Cut new access doorway on North wall. 430 ANDOVER PARK EAST Remove a portion of existing partition wall located in manufacturing warehouse. BETWEEN BUILDINGS 480 & 500 ANDOVER PARK EAST ssageways - • uildings. e sloped floor between buildings. W D` • 'U O N • J W. LL W 0. g Q: z �, 1- O Z ILI la 0 ra O H V. O. W Z u= Z• Valco Graphic at 480 Andover Park E. recently purchased the entire building and property of 500 Andover Park E., so as to expand the warehousing, production and office functions of their business. TENANT IMPROVEMENT WORK PROPOSED: 500 ANDOVER PARK EAST F. 6 U o co w 2. Construct (3) frame production supervision offices in warehouse area. = -; L w O 3. Convert an existing. office in plant area to provide a plant women's restroom that is ADA accessible. 4. Modify existing plant men's restroom to provide ADA accessibility. 5. Enclose an area under remaining storage mezzanine to provide a plant employee lunchroom/break area. 1. Provide R -19 batt insulation between joist in North half of warehouse ceiling - provide FS -25 coverboard under insulation throughout warehouse ceiling (South half of warehouse currently has R -19 batt insulation existing between joists) Provide additional partition walls within the existing open office area to create additional individual offices and an employee training room. Provide new efficient lighting throughout the warehouse and office areas. Provide new efficient roof top heating equipment for the warehouse portion. The existing office area HVAC equipment will be replaced with efficient equipment and distribution ductwork. BETWEEN BUILDINGS 480 & 500 ANDOVER PARK EA Provide new concrete Enclose area o , endwalls and lighting. This area no o 480 Andover Park East building. 480 ANDOVER PARK EAST nsidered a 1. All existing doors on South wall will be replaced with 11 /2 hour rated firedoors to provide required building separation between 480 and 500 Andover Park East buildings. NOTE: All areas affected by this tenant improvement work proposed, will have revised or new fire sprinkler protection provided. �iE�lhw'��S3Ah�i z October 17, 2001 F.H. (Harold) Williams 6010 — 20th Street E, Suite 5 Fife, WA 98423 Dear Mr. Williams: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01-335 Valco Graphics — Building B 500 Andover Park East This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 11, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Associate Planner, at (206)431-3661, if you have any questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431-3672. Permit Coordinator encl File: Permit File No. D01-335 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 44-.4 - - .I.: ?dial:4. • z , _1 0 C.) 0 11J October 4, 2001 V/, LCO Tax Parcel ID # 2623049093 (480 Andover Park East) Owner: RWV Properties 480 Andover Park East Seattle, WA 98188 Tax Parcel ID # 2623049097 (500 Andover Park East) Owner: Valentine /Walker Properties 480 Andover Park East Seattle, WA 98188 Validated by: ,_,.::e +L�? iKd +lK:a \' iii' r',.;+?' r; iCP,` e , t:}aStk::��t•„txti'i..vAi;.al "f ti;:tiu`ni?`!ttr� ".c`. ^'Ve'.. .� Valco Graphics, Inc. —480 Andover Park East . Seattle, WA 98188 —t 206 575 -3500 . f 206 575 -3575 printing • mailing • fulfillment October 4, 2001 To Whom It May Concern: Sincerely, race A. Walker RWV Properties Valentine /Walker Properties Valco Graphics, Inc. e. (CO This letter serves as authorization for F.H. Williams of Expansion Management Inc to act as our agent for the submittal of the necessary demolition and tenant improvement permit applications, as well as obtaining these permits on behalf of Valco Graphics, Inc. and the property owners, RWV Properties and Valentine /Walker Properties. Valco Graphics, Inc. — 480 Andover Park East . Seattle, WA 98188 —t 206 575 -3500 • f 206 575 -3575 printing • mailing • fulfillment G Valco Graphic at 480 Andover Park E. recently purchased the entire building and property of 500 Andover Park E., so as to expand the warehousing, production and office functions of their business. TENANT IMPROVEMENT WORK PROPOSED: 500 ANDOVER PARK EAST a •� sue: 6 J U O o J H' w O 3. Convert an existing office in plant area to provide a plant women's restroom that is ga: � Q co = a �...w Modify existing plant men's restroom to provide ADA accessibility. z O, zF- 5. Enclose an area under remaining storage mezzanine to provide a plant employee w uj . lunchroom/break area. v o ; O D. w 0 1 . w z U N O 2. Provide R -19 batt insulation between joist in North half of warehouse ceiling - provide FS -25 coverboard under insulation throughout warehouse ceiling (South half of warehouse currently has R -19 batt insulation existing between joists) Construct (3) frame production supervision offices in warehouse area. ADA accessible. Provide additional partition walls within the existing open office area to create additional individual offices and an employee training room. Provide new efficient lighting throughout the warehouse and office areas. Provide new efficient roof top heating equipment for the warehouse portion. The existing office area HVAC equipment will be replaced with efficient equipment and distribution ductwork. BETWEEN BUILDINGS 480 & 500 ANDOVER PARK EAST 1 Provide new concrete floor slab. Enclose area with roof, endwalls and lighting. This area now to be considered a portion of 480 Andover Park East building. 480 ANDOVER PARK EAST 1. All existing doors on South wall will be replaced with 11/2 hour rated firedoors to provide required building separation between 480 and 500 Andover Park East buildings. NOTE: All areas affected by this tenant improvement work proposed, will have revised or new fire sprinkler protection provided. z DEMOLITION PROPOSED: 500 ANDOVER PARK EAST Valco Graphics at 480 Andover Park East, recently purchased the entire building and property of 500 Andover Park East so as to expand the warehousing, production and office functions of their business. Remove 100 LF of mezzanine structure located on South half of building. Remove 100 LF of partition wall located on the East -West building centerline Remove existing inefficient lighting and heating equipment contained within warehouse portion. Remove existing office ceiling grid system, and inefficient lighting equipment in office area. Cut new access doorway on North wall. 480 ANDOVER PARK EAST Remove a portion of existing partition wall located in manufacturing warehouse. BETWEEN BUILDINGS 480 & 500 ANDOVER PARK EAST Remove existing covered passageways between buildings. Remove concrete sloped floor between buildings. LICENSE DETAIL INFORMION Form LICENSE DETAIL INFORMATION Current Filter: None Registration# or License WMDICC *108J7 WM DICKSON CO 3315S PINE ST Name Address Address City TACOMA State WA Zip 98409 Phone Number 2534724489 Effective Date 4/27/90 Expiration Date 4/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 278045472 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * https://wws2.wa.gov/lni/bbip/TF2Formasp?License=WMDICC*108J7 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: * * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 10/11/01 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. 4 EXP. DATE CCO1 ALLENCLO3OKE 05/05/2002 BEFECTIyE,DATE 05/05/1997 ALLEN-BRADBURY CONSTRUCTION LL 2209 N 30TE ST STE 6 TACOMA WA 98403 REC CITY OF ,PERMIT F6254152.0tM V1197) IVED UKWILA 2002 ENTER .;:WM =,DICKS ON?'CO; 3315 S 'PINE ;.S.T" TACOMA `.WA x:9840 F625 -052 -000 (8/97) REGISTERED - AS PROVIDED BY A CONST CONT GENERAL REGIST..# EXP. -DATE CC01 -: WMDICC *108J7. 04/01/2002' EFFECTIVE: -DATE 04/27/1990 WW- DICKSON"CO 3315 S PINE: ST TACOMA WA:;. := 98409 • ,_ :-. _ '_ • Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Detach And Display Certificate Please Remove And Sign Identification Card Before Placing In Billfold ,NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE .DOCUMENT. MEZZAN \E Ae VE E ? icy% ✓C'C�N C_ • x s_'.s c_ XfAs NEW .. - A__ .ASSEN- ES ...- FAS a \: c5- - SE ZEN EXS - XS %SE: E -„ y00Me, REV'SEC TO CREATE ADA ACCESSBrE CCXFSUR4:'ON SEE REMOVE EXiST'NG STOREFRONT. \F ORENINGS \V/ COMB NA OF SC•_ D AND NEV. V.'\v0%\ S NEW OF=CE CONFGuRA CX ski"' -i EXX:ETNS .� EX STiNG- BUTLDiNG A' 2 7.A\ WA-_ ".'.; RE i �:IIIIIIII v= ExS e x - c CVSZ..ETC.7 nnOWS e<a o e ,ANDSCAPNG' C Re" (500 ANDOVER PARK E. SOUTH CENTER MALL D.F.S. - DELETED FROM SCOPE OF WORK FEB. 4. 2002 .�JAGENT SvL NG SITE PLAN e GENERAL PROJECT SCOPE SCALE 1" = 30 ALLOWABLE BUILDING AREA - BUILDING "B" EXISTING BUILDING "B" AREA = 26,000 S. FT. ADDED AREA FOR BUILDING "B" EXPANSION = 4,800 SQ. FT. TOTAL = 30,800 SQ. FT. ALLOWABLE USG TYPE SZ N ALLOWABLE = 8,000 2 -SIDED SET BACK > 20-0" 54 - 20 = 34 (1.25) = 42.5% (8,000) = 3,400 TOTAL= 11,400 UBC TYPE -N SPRINKLED 11,400 (3)= 34,200 SO. FT. ALLOWED 34,200 SQ FT. > 30.800 SO. FT. NOTES : 1. 2. SEE STRUCTURAL, MECHANICAL ELECTRICAL DWGS. FOR SPECIFIC SCOPE IN EACH DISCIPLINE BEYOND THIS OUTLINE. 3. AREA INCREASE INFORMATION NO LONGER APPLICABLE THIS DRAWING SERVES TO IDENTIFY THE OVERALL SCOPE OF PROJECT WORK. SEE ATTACHED ENLARGED PLANS STUDIES FOR SPECIFIC SCOPE. s. ALL DWGS. ARE BASED ON OWNER PROVIDED AS- BUILTS E LIMITED FIELD MEASUREMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL. CONDITIONS PRIOR TO COMMENCING WORK. 1 E. INDUSTRY DR. ANDOVER PARK E. PROJECT SITE SOUTHCENTER PKWY. VICINITY MAP NOT TO SCALE VA._CO GRAPHS CORPORATE OFFCE TENANT IMPROVEMENTS 480/500 ANDOVER PARK EAST T'JKW LA. WASHENOTON, OWNER: VALCC � W�`/��E. RSA �R/�E._� .a_E!ti'T',AT'�/E EXPANSON ".ANAL E"'ENT. 1C. PHONE 253-322-07' FAX 253 - 922 -033. MAL ✓.C_c 'c97 TACO"A WA. 38407-`69 OFFICE: 0010 20TH 5T. E_. SUI 5. .FE. WASHINGTON 98424 ARCHITECT: LO'\ GRA\/ES ARCH)- - _CTS E PL-ANNERSS- 272 NORTH 30TH STREET.. SUTE B TACC - A WAS& - "O\ 38403 TEL. ',253)-2 FAX (25 3;2 -4218 MECHANICAL/ELECTRICAL ENGINEER BCE ENSiNE_ =RS 3601 20TH. ST. E. SUITE TACC"'A WASH 98424 TE- (253)-922 -0446 FAX (253)- 922 -089 STRUCTURAL ENGINEER C HALKER PL TNAM COLLINS E SGO?T .35C PACIFIC AVE.. SUITE 200 TACO^'A. WASHINGTON 98402 TEL. (25 3',- 33 -2797 FAX. (253) -383 -1557 LEGAL DESCRIPTION: THE :-.AND REFERRED TO IN THIS COMMITMENT ,S SITLATED IN THE STATE OF WASHINGTON, THE COUNTY OF K'NG AND S DESCRIBED AS P0 : ;FARCE:- A : 480 ANDOVER PARK EAST THAT rORT'ON OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. IN KING COUNTY, WASHINGTON, DESCRi3E0 AS FOLLOWS : BEG!NNING AT THE SOUTHWEST CORNER OF TRACT 8, ANDOVER INDUSTRAL PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING CCUNTN', WASHINGTON: THENCE SOUTH 01° 47 28" WEST 725.00 FEET : THENCE SOUTH 88° 12 32" EAST 27.00 FEET : THENCE NORTH 01' 47 28` EAST 225.00 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 8 ; THENCE NORTH 88 12 .32" WEST 237.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B: 00 ANDOVER PARK EAST THAT PORTION OF THE NORTHEAST QUA ` ER OF THE SOUTHEAST QUARTER OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS : BEGINNING AT THE SOUTHWEST CORNER OF L.OT 8, PLAT OF ANDOVER INDUSTRIAL PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNT', WASHINGTON. THENCE SOUTH 01° 47 28" WEST ALONG THE SOLTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 8 A DISTANCE OF 225.00 FEE n 0 THE TRUE POINT OF BEGINNING THENCE SOUTH 88° 12' 32' EAST ,A DISTANCE OF 297.00 FEET : THENCE NORTH 01° 47 28' WEST A DISTANCE OF 170 FEET : THENCE NORTH 88° 72 32" WEST A DISTANCE OF 297.00 FEET : THENCE NORTH 01° 47 28' EAST A DISTANCE OF 170 FEET TO THE TRUE POINT OF BEGINNING. BOTH SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NOTE - BOTH PARCELS SUBJECT TO AN EASEMENT OF 15 FEET ON WEST FOR UTILITIES AND AN EASEMENT OF 27 FEET ON EAST FOR RAILROAD_ - j LE COPY THIS EASEMENT TO CENTERLINE OF LEAD SPUR. PROJECT INFORMATION: ZONING: CITY OF TUKWILA TUC BUILDING CODE: 1997 UBC OCCUPANCY: F -1 T'PE OF CONSTRUCTION: V -N (FULLY SPRINKLED) DRAWING INDEX: T1 COVER A1.1 PROPOSED TENANT IMPROVEMENTS TO BLDGS. "A" "B" A1.2 ENLARGED PLANS - BLDG. "B" / ENLARGED TOILET ROOMS A1.3 ENLARGED 1ST FLOOR PLAN ROOF PLAN OF EXPANDED BLDG. "B' W/ BUILDING SECTION 51.0 STRUCTURAL NOTES 52.0 STRUCTURAL FOUNDATION E ROOF PLANS S3.0 STRUCTURAL FOUNDATION DETAILS E SECTIONS S4.0 STRUCTURAL ROOF DETAILS E SECTIONS M 1 MECHANICAL NOTES M 2.1 DEMOLITION FLOOR PLAN - OVERALL M 2.1 DEMOLITION FLOOR PLAN - OFFICE E UNDER MEZZANINE "'O' M 3.1 PLUMBING FLOOR PLAN - OFFICE M 4.1 HVAC REFLECTED CEILING PLAN - OVERALL M 4.2 HVAC FURRED CEILING PLAN - OVERALL M 5.01 MECHANICAL DETAILS NOTE: ARLI HEDULE, WINDOW T•'PES E DETAILS ADDED REVISION 0 E 1.0 ELECTRICAL LEGEND E SCHEDULE E 2.1 DEMOLITION FLOOR PLAN - OVERALL E 2.2 DEMOLITION FLOOR PLAN - OFFICE E UNDER !"MEZZANINE E 3.1 LIGHTING FLOOR PLAN - OVERALL E 3.2 LIGHTING FLOOR PLAN - OFFICE E 4.1 POWER FLOOR PLAN - OVERALL E 4.2 POWER FLOOR PLAN - OFFICE E 5.1 POWER RISER DIAGRAM E 5.2 POWER PANEL. LAYOUTS E 6.0 DROP CORD DETAIL E UOS WIRING DIAGRAM By Date Permit PAM INCLUDE OVZIT I ldAL PLAN 1 understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the vielatkm of any adopted code '.7 - ce. Receipt of con- tractor's Col • d plans acknowledged. U9Z Pl "33� I REISkONNO. ., . 7 . +, 3 ALI. BE Mors TO . O ' .-aRK WITHOUT PR CA AUG -5 200" oIti e4. CITY OF TUKW ° ;O'J�L OF n BUILDING PLAN SUBMITTAL REVISIONS WILL L AEG PEO A h1 PLAN FEES JUL 2 3 2002 PERMIT CENTER 4 =acJECT: 210° GRA HCS OONT=N ARGH EC"JRA OVER SHEET SCALE .. )RAM' 6Y '-10M JAM: Q FEB 4, 2002 ,� r R. 27, 2002 JUL. 22. 2002 • 1 3-0' FACE OF BLDG LINE OF JPPER OFFICES EX:STNG PLANT TO REr AIN L3ILDiNG A PANT . 120 EXSTING OFFIGEIr RENvN 480 ANDOVER PARK E. REP_.ACE EXSTING- DGr,RS ON SC:, BLDG 'A' 1 .+R FRE RA ASSE`13L.E' SE_E' OCR SC- =:.__. 5- =E•A'.4 OT NG 8. V. - E CY_ V. NOW STEEL STUD FRAMME wAL.1.5 NEW 9 x ••C VERHEAC DOORS DOC, - E, G...T I NEW SHIPPING OFFICE NEW S ^'iP2NG OFFCE (NEW) MALiNG DATA PROCESSING (NEW) DOOR 'ELM t'I-c x 1C DOOR SIZE 4'-0'X12 --G\ x - _ x C CV1 . - __AD E \ WNv5 \1. •• REMOVE EXIS'1NG STOREFRONT/ INFLLL \ r- TYPE 8 WALLS BELOW AND ABOVE NEW 4.6 TALL INSULATED ALJM. FRAME WINDOWS. (WINDOW WIDTH SAME AS OPENING WIDTH. 5 LL 0 47; c- CS - • '0 OVERHEAT; DOOR E`er •\ DOCK TO2EA, EXISTING '6 • 12 OVERt -EAD O RE G -W ALL BE RE" OVER WING-WALL 'o BE REmOVED II EXST>.G Cr:n�;.CF A.aSE"9�" EXiSTNC 1-AS NC *�'S:._A O\ INC- -:.(DE3 R -9 BATT "�5:.•.A - ?�. R ,o c BUILDING • r. NEW DOOR CC UNDERSDE GF STAIR AND r P TOP O LANDNG yti PUTER F_QuIPT -1 Ex15TNG ) WORKROOty1 (EXISTING ) OFFCE (NEW) NFERENC NEW ) STAIR\ \E. `O BE E.•,CLOSE� ..E "5.ZZA\ \E ABBE RETAN Z ANNE ABCC.TE NEV. PLANT L..JNG■ ROO, E.C:A P - 1E!- (NEW TRAINING ROOM (NEW) D.F.S. — DELETED FROM SCOPE CF WORK FEB. 4, 2002 \EW" PRODUCPQN OFFICE ELF..CTR;CAL TO BE RELOCATED EXISTING .12 Ci\.ERHEAD DOOR O RErtAUN 15.0• FACE OF BLDG. ,ANDOVER PARK E. OVERALL 1ST FLOOR BUILDING PLANS SCALE :V16" =1' —O" EXCST NG WALL .,5 AIWA Nit WALL LEGEND PROPOSED NEW WALL — YPE5 ( X.:JAG =NT SJILDNO 2 5 1/7 CONCRETE T_T-Uo Ex'Ec;OR WALL PANEL W/ 72 AR-SP,... 2 X 4 W OCD- RA- E WALL L W: 5/3 SW13 ON \SIDE FACE. WA-LS ARE NSJ..AT =D W/ R-11 BA INSULATION 2 x 4 INTERIOR WOOD FRAME WALL W/5/8 OWE EACH SCE _ ..W 1s 7/8' CEMENT RASTER OVER FELT BACKED WE_DED WIRE MES- OVER 1/2' a. SHEATHING OVER 3 5/8" 1ETAL STUD WALL. W/ STUDS ® OC. MONDE R-'3 HIGH DENSITY BATT NS--Al AND 1/2' AC P "WOOD - FLAN FINCH (PWC S PLAIN- SIDE TO BE PANTED COLOR PER. ARCHIT'EC` 5/8 GWB ON EACH SIDE OF 3 5/8 METAL ST,;D WALL W/ STUDS 16' O G . 7 AC PLYWOOD ON PLAINT SIDE OF 3 5/8' MEAL FRAME WALL W/ STUDS cip 16' O.G PROVIDE R -;3 HIGH DENSITY GATT :INSULATION ✓£ 5/8 GWB ON INSIDE FACE. 7/8' CEMENT PLASTER OVER FELT BACKED WELDED WIRE MESH OVER PLYWOOD OVER 6' METAL STUD WALL W/ STUDS 0 16' O.C. PROVIDE R -21 HIGH DE \ST" BAT' 'NSULATION AND 1/7 AS PLYWOOD - PLANT ',ASH (PANT PWD NTERI.^.R FACE. COLOR PER ARC-4TED7 RIF ;PIN WNW 7 /8' CEMENT PLASTER OVER FELT BACKED WELDED WIRE MESH OVER I PLYWOOD SHEATHING OVER DOUBLE 3 5/8' METAL STUD WALL W/ STUDS 0 16 O. PROVIDE R -13 HIGH DENST' BATTS AT INSIDE FACE. MC, IDE •1.7CT5F8 \' GWB AT FACE TO FLUSH OUT Wit ADJACENT WALL SURFACE. S PROVIDE AR SPACE BETWEEN FRAME wALLE TO ALLOW FOR FLUSH CONDrt1ONS AT ;NTERIOR AND EXTERIOR FACES. EXISTING WALLS TO BE RETAINED P111//dUV RECEI vED CITY OF TUKWILA 'JUL 2 3 2007 b 4 1 • J4 1 01 1 O U ai P.cC EGT 21 � GRAPHICS :cN - NTS ARGH.TEC`JRAL DI2OPCSE: CVERAiw. Ooh SCALE . 16 . _1 -0 DRAWN BY 'HCN :)AT J-o 2EVIS!ONS A =EB. 4, 2002 ® ^1AR. 27, 2002 © _ILL. 22. 2002 CONFERENCE (NEW) i Er.z� - 2:f4- RE^ -OVE EXISTING STOREFRONT. NFIL.L WTF TYPE 8 WALLS. 3 LOCATIONS) REMOVE EXISTING STOREFRONT SYSTEMS INSTALL NEW INSULATED ALUMINUM FRAME WINDOWS 4-6' HIGH W/ SILLS 62 PROVIDE WALL TYPE a 'NFL_ ABOvE AND BELOW NEW WINDOWS. VsD ti+ OF WINDOWS PER WDTM Or EX OPENING. 0 EA2 F20 N E,ED =_D".R \DER -SCE ^ _NG SR_C E FRGvr:E. 3/4 - 8 G DEC, ABOVE CE:_NG F ^ NC— LSE G S•.S2 -SE _ 'E' Q C. IN S-ORT DIRECTO\ FQ2 Cc _ \G =RAKING Iv=_ VCS W/ WAc_ WA`- - "-P= NEAk SH!P ";NG O� iIIIi_ 11111 s i I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' I 1 To BE REMOVE:: WING -WA-L TO BE REMOVED OPEN OFFICE _ANDSCAPE NEW DFFCE LOBBY RE..SE FaW"'r & S.-ONG "WomarsE FOR Ec8 *46 4 x Y, :7 \.Na NICE �S''NiG SCi�. 2`^Al�t OFFIG'F (NEW', AC OFFNCc ( Ex:S T ,NG ) .. �.•.4:, TO BE OFFCE ( EXISTING ) K"C -EN OFF CE- ( NEW OE"'C ` ._ ' Aea BUILDING B PROPOSED OFFICE FLOOR PLAN SCALE: 1 /8" = 1' -0' NEW EQJ. ( NEW TRAINING ROOM ( NEW ) M MCA OQQR A.ND RE-'S !AT. -- A5 SE 500- S''62 -:08 g FCRCE _ NG = A^ - 'NG PR,"` OE EPDXY PAN FNY CONCRE E •_OORS (3; EX : RE—AIN - 1EN S "03 O MEN '5103 EPDXY PANT (1) WOMEN'S 104 WOMEN'S 104 Ex T'NG 36'0 SNK NEW 30 x MIRROR ( NEW WALL MOUNT ..AC'S \ PANT NEW 18' DEE x 24" HIGH SCREENS J'- = 0 PR.:3vDE: NEW ;...Am..INA'E CARTTCNS T'- -RCuGI -CUT E\L.AGED `O LE` 7....4;N 0 TIE NEW WOMMENS ROOM PLUMBING INTO E?ilS''NG 'IEN : ROOM AND WASTE Q PROVIDE NECESSARY BLOC <ING IN EXIS NNG WALLS TO REC EVc GRAB BARS 6" CERAMIC TILE BASE MEN'S 103 ELEVATIONS 1/4" -O• NEW 30'x MIRROR I£ SINK MOUNTED IN LAMINATE FINISHED WALL MOUN COUNTER FRAME WALL IN FOREGROUND EPDXY PANT\ ci: MEN5103 O WOMEN'S 104 WOMEN'S 104 ELEVATIONS 1/4 " = - NEW 'O €L.ETS PArZ'nTNS EXISTING 3 5/8' FRAME WALLS O MEN 'S103 O WOMEN 5104 NEW TOILET PARTITIONS NEV' TOILET PAR T MONS EPDXY PAINT 66" CERAMIC T ILE BASE REMO\' E EXIST. TOILET PROVIDE NEW GRABBAR PER A.DA. VE EXISTING DLAV EX S'1NG v. A__ "tivc� 14101NNPIX'I': !P WAL.L_ _EGEND PR✓PG.) N. j •I NOTE: .Cf CONTRACTOR IS RESPONSIBLE FOR VERIFYING 12 E la' A.D.A. CLEARANCE REOUIRE`-ENTS ON EACH SIDE OF MAN DOORS. 3'/? pcTERJOR W/ VS 2 X 4 W OG- �e.'ME wAr W/ 5/8 �W ON InS :E =ACE WALS AiZ 15r.:A'z� W/ R- 3..3.1 hSiA.A - 0n1 2 x 4 N--ER wOOC:. W/ 4/8 EA• SCE — 77 2 x 6 NT= CR WOOD a WA-L. •: w/ 5/8" SW8 SAC. SCE -/a 1 ^'E \ ' D . - AS _R 3Lr<O \VEE_r \k• ` ES' - OVER ,, ..2mWOOD OVER 3 5/8 "="A- S".:O WA` Wi5 S s Cr. GRT/D 2 -3 BAT N.- ATO\ AND 'C. AC 2 _`/WCc - =NS- -- 5/a" 5O-E= -R:; 3--EA - �r_� 3 5 /5 ='A_ WA_ W. 7/2 Ac P_ -Cn C\ = AN SCE 0= 3 ='6 ETAL FRAmE w.A__ \\ =rCVDE DENS BAT NS_ _A av E 5/5' SWS O": INSt '_ =ACE. / -va c_• -EN - '_ AS - =R JvER z= ?A :KED WELDED 1 OVER -SVER c -EA W / STNS g 1S O.C. ORO V DE 2= 3 -IGH DENS BA"'T SUL.A 1CN ANO 72 . L 7 , W000 - PNIy- 7/8' DE" -E\ OVER FELT BACKED WELDE,.. \ RE ' O\ /s ,, _'"WOOD So OVER DCLa E 3 3 /E' ETA ST-C. WALL. W/ g - 6r o.c P -Ov E R -3 BATS AT ',NS.DE FACE PRO \/',E. •e GWE AT FACE TO W/ AD -AGENT WALL SURFACE. E F� PRQvIDE AR SPACE BETWEEN -VA" W "r�.LS TO AOW FOR F_; CON%!'"Oh5 A INTERO2 AND EX - F-ROR =ACES. 5/8' GW8 OVER 3 5/5 META- FRAME WAL.. V,/ STCS a ;G 0 C. AGAINST EXNSTNG FRAME WALL FEAT 'RES OR WA■ : 4 `O SE RE! -OVER EXiSThG WALLS TC BE RETAINED NEW WALLS OR PAR'TONS I CITY QF TAfila PRavE SPACE F DOOR 5 EDUPPEC wn, 80' A LATQ" AND A CLOSER AMMO AUG —5 2002 K� tvo, bU SLEAR A* ExIER OR RS _._.1 RECEIVEu WY of TUKWILA jut_ 2 3 2007 - Rn) HMV • • 1 r 0),. D S Dc".../OR Gc- X 'O-C DOOR SIZE 14-0 X "2-0 R =VE�2z DOOR SW: \GS W/ 'E :oc RE-_- CE EXSTN3 Dc0 " ,4 =2 RATED AS5E ' S=E DOOR SG-SDL . S !w A • :SLAB SLAB SPOT ELEVATION (C) DEMOLISH EXISTING SLAB- POUR NEW GONGRETE SLAB W/ RA "PS -0 OPENINGS AS CALLED =OR NEW \ EW 4 Z NEWS SPOT Ems\ A EXPANSION ELLFVATON (F.; . (ST,NG a x'0 EAD Dc/JR EXS MA N DOOR `ORE AN REMOVE MAN DOOR JT NEW 14 X'2 OPENING CE -ENT W/ FACE Ci= AC-AC8KT C PANS.. i 1C x B L ib - _�+J ' . EXISTNG ROOF TC REMAN FLUSH -OUT FACE OF CEMENT PLASTEF W/ ADJACENT CONCRETE WALL FACE EXISTING 5 V2 CONCRETE W EXSTING BLDG 'A" SLAB `C R =_"^AN EXISTING CONCRETE FOOTING NOTE : NEW 4 0 DOWN- SPOLTS S!-ALL ALL BE PVC TIGHT LINED 'O EX15TNG 4' 0 DRAW SYSTEM. 6 -:.1- GRrGKE - ' PROVIDE NEW EDGE FLAS•HN'G RAMP DOWN !TO BLDG A SLAB EXSTING GONG PLASTER BEYOND IF — EXISTING WALL TO BECOME 2 ) -OUR BL! _D NS SEPARAT0N WA_ l_ Pte-\ IDE '17 P\\ c Sri -NG NSOE =A. 0= w'.. & G- 13 Exa AN=S ON 3/4 = S ROO. DRAIN OVERFLOW T /8' E"=_NT ? ASTT OVER E- SACKED WE.;.E" wry • OVER- •,2 0_"W0a: sP=SA -N3 OVER o -- _TA` 5%C WALL - w/ ST-DS s•c 'D C. L,-r C = - RCS ELEVA ON - r ABOVE 2✓`= DRANS NEW BAR JCS`5 SEE STRL,C - LR.AL S.O S2.0 54 G.FS NA ENLARGED PLAN E SHEET" R0CF\G RA P JP TO BLDG 'B" SLAB iROLTE -c _. /.-A`O"NS ALS v'L. =D S. - ON. PLA MO NEW 2'9 6A U AT.ON - Bc'wE N EXISTNG ROO= - 0STS PROVE= NEW F525 G 7vER 30A 0 O LNDER -s DE OF .iOLSTS PLANT GE,LNG GON 'NUE EPD^' SvE \VAL. TO SURFACE "10UN REGLE` - . - ED V HS O. EXISTING 5 1/2 CONCRETE wALL. BUILDING "B" EXISTNG CONCRETE FOOTING BUILDING "B EXPANSION BUILDING BUILDING "A' TRIBUTARY AREA VS NO. OF DOWN - SPOUTS REeUI °E�. BUILDING "A• 4750 BUILDING "B" EXPANSION 4800 BUILDING "B" 11200 20750 / 400 = 51.875 / 12.57 SQ. IN. = 4.126 4" 0 D.S. REQUIRED { ► (5) 4" 0 D.S. SHOWN D.F.S. NA DOWNSPOUT SIZING CALCULATION sz SLOPE V /L PM CRC= 5_00E @ 4 -Cr G NATE 2.40= xVE "QAT ■/ 4 • /4 PE2 • - 4 Z RCO= ORAN /4" PER 1-0" 4 0 ROOF DRAN /4 PER • - SEE 6 SLOPE CP /4" PER 1-0 CRC 4 0 ROOF DRAIN NEW EPC" - 1 ROOF TERMINATE EXIS'1NG 4 - 0 DOWN SPOUT V NEW ROOF. PROVIDE SPLASH BLOCK SLOPE ® 1/4 PER I -p EXIS'•. LNG WA✓_ ES v mlt4We -�i Oil NM UILD!NG "B" 3 CONS.,_ Ex =R R A_,_ P4 \= r 5 :NCRE _- EX =A\• W. 'r A2 -S 2 X 4 WO O- .2A` -E WALL W! 5/8 G\\ FACE. WAL✓AcE NS. -_�`✓ BA N'SL._P."ON. 2 X 4 'N`ERCR wc0 PRA "E W A_ W/ 5/8 3W3 EAG- SD_ PROPOSE;: NEW WALL_ ?"PE "!a SE"' EN` PLASTER OVER FELT BASKED Wc:C == \V2=. ""F-9- PLYWOOD CSR 3 5/8 1 SETA_ ••: :E'S \A\ AND 77 AG PLYWOOD - PLANT NISH 5i5 G \L3 3 5/6 mETAL ST.;. WA=.._ W/ SUDS '6 13 0.0 >� '/7 AG P_ : \VOOD ON P:.AN"' SIDE ▪ CF 3 5/8 ""E`A✓ FtZA E WAL_ W/ SUDS @ 16' PRO.v.JE R-13 - G- D=NS TY BA- \S'uLA O\ t 5/8 GWB ON :NSiDE 7 /E CEMENT PLASTER OVER FEL` BACKED WELDED W RE OVER V7 PLYWOOD ING- OVER o METAL STUD WALL W / STUDS! 1 6 " G- PROVDE R -2' ITCH DEN&-r- BATT :Ns,...ATCN AND 1 /2 AC PLYWOOD - P ANT F NIS! ice i i� i l �i� i ►i � ` 7/8" CEMENT PLASTER OVER FELT BACKED WELDED W RE `^ES- OV ER 2 PL"\N JD SHEAT - OVER DOUBLE 3 5/8" METAL STUD WALL W'/ S SIDS "a O. PROVIDE R -i3 HIGH DENS" BATS AT : NSDE =ACE. PROVIDE % GW S A.` FACE TO FL- W/ ADJACENT WALL SL2FACE. SEE PROVIDE AR SPACE BE'VVEEN FRAME WALLS TC AL.-OW FOR =L CONDO SONS AT INTERIOR AND EXTERIOR FACES 5/8" GWB OVER 3 5/8" ME AL FRAME WALL W/ STL2S a "6' 0 C..AGANST FJc!5''NG °RA:HE WALL WALL. LEGEND FEATURES OR WALLS TO BE RE"'GVED CITY Of iAWU APPROVEU ROOF SYSTEM EPOM SHEET ROOFING OVER 1/2 FIBER -BOARD OVER 3" RIGID INSULATION OVER 1/2' GWB OVER TYPE •B METAL DECK AUG - 5 2002 AJ NUILU RECEIVED CITY OF TUKWI JUL 2 3 2002 PRJ-DMITV 6 • • 0 xRc_EC. 210e VALGO GRAPHICS AN'?EINTS ARCH!TEGTURAL PROPOSED CLANS SECTIONS BLDG. •B` ✓QA \\'T\ BY THOM 'DA'E "0 -03 -01 A\ FEB. 4. 2002 ' MAR 27. 2002 L JUL 22, 2002 NM MN Al DOOR SCHEDULE NO. SIZE DOOR FRAME FRAME HDWR GROUP U.L. LABEL REMARKS: TYPE MATL FIN TYPE MAT'L FIN HD .;AM 100A 3 -0' x 7 -0 ; WD PT i HM V 2:A' 2'A' L 2 20 MIN 1 101.A 3 -O' x 7 -0' 1 WD PT 1 WD PT '7A'4 7A1.4 1 ' 1 101E 3 -O a 7-0 1 WD PT 2 W. PT '/A 1/A1.4 1 - THRESHOLD 101C 3-0' -0 1 WD Fi IAA NA P - /A14 7A1.4 1 - REPLACE D GOR $ --VA. N EX. 'FRAME 104-A 3 -O' x 7.0 2 WD PT 2 WD PT 1 /A14 1 /A1 - 105A 3-0 x 7 -0 WD PT 2 WD v 1 /A1.4 1 /A1 - 1O8A 3-6 x7-0 2 WD PT 2 WC r 7A.4 1/A1.4 2 - 109A 3-0' x 7-0 1 WD pT 2 WD V ''A1.4 i /A1.4 3 - 111A 3 -0 x 7 -C 1 WD PT 2 WD r ' /A'.4 1/A1.4 3 - 112A 3 -0' x 7 1 WD PT 2 WD PT 7A .4 7A1.4 3 - 113A 3 -0' x 0 1 WD PT 2 WD PT 1/A1 1/A1.4 1 NO W/S OR THRESHOLD REQ'D ` 1 13B � ` lin r' x T-0 ■ 3 -0 x 7.0 _ WD -, 2 P' ' / _ ./4.4 - NO W/5 eR THRESHOLD REQ'D _W �� " G/A G 4/A14 11111=1.111 A 120A P . I . P,ra ./7.4 M 121A = ± -�„..... 3 .--. 7 ....„........ - .... ......... ..1pror PT pw•w►w•w.►.....w--..... P- 'iA' 4 ' A1.4 - 123A 3-0 x 7 -0° • PT WD PT 7A.4 '/A1 PROVIDE W/S i. `■RESHO'..D 125A 9 -0" x10-0 OVERHEAD a. !"" PER ^'=R 1258 9 -0' x'0 -0' OVERHEAD 4 Nil,_ PER "FR 1250 14-0' x12-0 COILING 5 MTL PER MFR 1 -1/2 HR PR F IDE m1 . OR 123D 3-0` x 7-0 1 HM PT HM PT /A14 2/A . 4 1 -1/2 HR • JSE EXISTNG FRAME 125E 3 7 -0' 1 HM PT HM PT 2/A14 2/A1.4 1-72 HR • JSE EXISTNG FRAME D.F.S. 1 25F 12-0 x 1C'-0 COJNG 6 MTL PER " 1 - HR PROVIDE MOTOR �����. •' ♦_ 4__ x7 -0 4__ -.. - _� ..- ♦..._ 4 .. _ -. _ 4 A _ .1 I' (N 4 I �r r 4, 1 P ( 1 1�� 1 0 J _ HARDWARE GROUPS GROUP # QUANTITY ITEM GROUP # QUANTITY ITEM GROUP # QUANTITY ITEM 1 3 EA. HINGES 2 3 EA. HINGES 4 3 EA. HINGES 1 CLOSER 1 STOP 1 STOP 1 STOP 1 LOCKSET (JA.NTORAL FUNCTION 1 1 LOCKSET' 1 THRESH 1 SET SILENCERS I 1 CLOSER 1 W/S 3 3 EA. HINGES 4 1 WEATHERSTRIPPING KIT 1 PUSH PLATE 1 STOP 1 1 DOOR SWEEP 1 PULL PLATE 1 LOCKSET;OFFICE) 4 1 THRESHOLD 1 KEYED DEADBOL: 1 SET SILENCERS 1 SET SILENCERS i • --i/ NO . A BUILDNG A :1.- o.anear. • Sr rt3 ^.ee fw^ rMR ACC .c.. - - C =LODE W.' MR. OVER. 3C-C 11111 1111 1 DOOR HEAD JAMB N T.S. 1'QE • a:lIR. sat Rico. !Me I AIL DI \G 3 EXISTING BUILDING 3 PARTIAL WEST ELEVATIONS v2 AMIN ® HM DOOR HEAD JAMB N.`.S. II BUILDING 3 i 11 @ II:: JAMB, HEAD, SILL N.T.S. ADDED DOORS A ADDED DOOR -. - Sx E -E, hTONS 17. S_r EXISTING WafilreS RE^ q PARTIAL EAST ELEVATIONS 1 BLiIL DING A BUILDING ,A '/8 CE, ... AS c2 5"S' = F_AS NG W'' DRIP HEA;� NDTON D.F.S. - DELETED FROM SCOPE OF WORK FEB. 4, 2002 t art' s way CA m el NOTES 1_3✓C S wooc 2 fi 3 0 RELITE 'TYPES -0" 3 r O T G k m oi aEk FRAME WOOD FRA^1E O O FRAMES 0 ALL REL;TES ARE WOOD FRAMED W/ STOPPED IN GLASS. SEE DETAIL ® GONTRAGTOR iS RESPONSIBLE FOR MEETING SA GLASS REQUIREMENTS FOR GLASS IN PROXIMITY TO THE FLOOR AND ADJACENT OPENINGS 1/4 -0" ifeEi) G� O i uKMr�l 1� nY9 AUG - 5 2002 ' ALWAYS UNLOCKED FRO^^ INSIDE OPENABLE W/ KEY FROM OUTSIDE cANCIV 4 2 ' j NJItU RECENED CITY OF TUKWI L JUL 23200 PERMIT C;€NT z z tn 4;4 z O Q 'OJEGT: 209 VA_GC GRAPHICS �ON'ENrS ARCH i CGYURAI- PROGOSED ELEVATIONS $ DETAILS NT S :�RAwN -HOw ATE. ..0-03-01 eE\ s cNs -eer 3 0 V H h H CV : Ln u_ I� o � otn ot z ry CV cv ES. A 2002 AR.2 2002 JUL. 22, 2002 A1.4 1 TUKWILA, WASHINGTON / RE' E. 120 MENS ROOM ! OM R_ESED SOL T r ` 1 2 - T OIL ' WOMEN'S P. : E' NOR - TOILET EPO)(Y PANT NEW 24' DEEP x 24 •-';G"- SCREENS S.C. EPDXY P4) 6 COVE \ \ BASE EPDXY PAINT 6' COVE BASE NEW 3 -0'x NEW 3 -O'x 4 -0 4 -0 MIRROR MIRROR 0' COVE BASE 6 COVE BASE 6 COVE BASE i26 [oG, 6" COVE BASE 5-5 518 t 5 5 _ -^ I f • . ��� �E' r,C SSE =_ -• .:O�vGT .�-Or� G `OA: 3 r L =_C MEN 5120 0 WOMEN'S 12^ G MEN'S 120 O WOMEN'S 121 SCALE: - 0 - -C" O MEN'S 120 0 WOMEN'S 12' EPDXY PAINT 120 MENS ROOM INTERIOR ELEVATIONS 12 WOMENS ROOM INTERIOR ELEVATIONS SCALE: '/ =1 -O" SCALE: 1 /4" .1' -0" � � I U� m I / m r Y y EANCrif gIELC 6 1 IInn n VI 01 61 W Z Z 4 o U co N r rn w(; v1 cr) W 0) LYA U (n u= W o: t m71 I � Z U o ry d 210 VAiCC GRAa -'ACS rONTEh�S 3ATt- iRCO!'^ PLANS g NTER!OR E'...EVATIONS 4. _ -0. • 'RAW" BY: )A"E '0-03-C1 REMSIO'NS A FEB. 4. 2002 MAR 27. 2002 A JUL 22.2002 / / RE' E. 120 MENS ROOM ! OM R_ESED SOL T r ` 1 2 - T OIL ' WOMEN'S P. : E' NOR - TOILET EPO)(Y PANT NEW 24' DEEP x 24 •-';G"- SCREENS S.C. EPDXY P4) 6 COVE \ \ BASE EPDXY PAINT 6' COVE BASE NEW 3 -0'x NEW 3 -O'x 4 -0 4 -0 MIRROR MIRROR 0' COVE BASE 6 COVE BASE 6 COVE BASE i26 [oG, 6" COVE BASE 5-5 518 t 5 5 _ -^ I f • . ��� �E' r,C SSE =_ -• .:O�vGT .�-Or� G `OA: 3 r L =_C MEN 5120 0 WOMEN'S 12^ G MEN'S 120 O WOMEN'S 121 SCALE: - 0 - -C" O MEN'S 120 0 WOMEN'S 12' EPDXY PAINT 120 MENS ROOM INTERIOR ELEVATIONS 12 WOMENS ROOM INTERIOR ELEVATIONS SCALE: '/ =1 -O" SCALE: 1 /4" .1' -0" � � I U� m I / m r Y y EANCrif gIELC 6 1 IInn n VI 01 61 W Z Z 4 o U co N r rn w(; v1 cr) W 0) LYA U (n u= W o: t m71 I � Z U o ry d 210 VAiCC GRAa -'ACS rONTEh�S 3ATt- iRCO!'^ PLANS g NTER!OR E'...EVATIONS 4. _ -0. • 'RAW" BY: )A"E '0-03-C1 REMSIO'NS A FEB. 4. 2002 MAR 27. 2002 A JUL 22.2002 fl / RE' E. 120 MENS ROOM ! OM R_ESED SOL T r ` 1 2 - T OIL ' WOMEN'S P. : E' NOR - TOILET EPO)(Y PANT NEW 24' DEEP x 24 •-';G"- SCREENS S.C. EPDXY P4) 6 COVE \ \ BASE EPDXY PAINT 6' COVE BASE NEW 3 -0'x NEW 3 -O'x 4 -0 4 -0 MIRROR MIRROR 0' COVE BASE 6 COVE BASE 6 COVE BASE i26 [oG, 6" COVE BASE 5-5 518 t 5 5 _ -^ I f • . ��� �E' r,C SSE =_ -• .:O�vGT .�-Or� G `OA: 3 r L =_C MEN 5120 0 WOMEN'S 12^ G MEN'S 120 O WOMEN'S 121 SCALE: - 0 - -C" O MEN'S 120 0 WOMEN'S 12' EPDXY PAINT 120 MENS ROOM INTERIOR ELEVATIONS 12 WOMENS ROOM INTERIOR ELEVATIONS SCALE: '/ =1 -O" SCALE: 1 /4" .1' -0" � � I U� m I / m r Y y EANCrif gIELC 6 1 IInn n VI 01 61 W Z Z 4 o U co N r rn w(; v1 cr) W 0) LYA U (n u= W o: t m71 I � Z U o ry d 210 VAiCC GRAa -'ACS rONTEh�S 3ATt- iRCO!'^ PLANS g NTER!OR E'...EVATIONS 4. _ -0. • 'RAW" BY: )A"E '0-03-C1 REMSIO'NS A FEB. 4. 2002 MAR 27. 2002 A JUL 22.2002 ABBREVIATION LIST ADM_ ADDITIONAL 1 FiDR HEADER AB. ANCHOR BOLT HT HEIGHT L ANGLE HORIZ. HORIZONTAL ARCH. ARCHI EGTURAL INT. INTERIOR 0 AT JT JOINT BM BEAM JST JOIST SRG BEARING L&R LEDGER ST +1 BETWEEN L.L. LIVE LOAD BOT. BOTTOM MAX. MAXIMJM B.O.F. BOTTOM OF FOOTING MB. MACHINE BOLT BLD'G BUILDING MFR MAMJFAGTURER B.U. BUILT UP MECH. MECHANICAL C. CAMBER MiEZ MEZZANINE G.I.P. CAST IN PLACE MIN. MINIMUM 62" CENTERLINE MISC. MISCELLANEOUS GLR CLEAR NOM. NOMINAL COL. COLUMN N.5. NEAR SIDE GONG. CONCRETE O.G. ON CENTER CONN. CONNECTION OPN'& OPENING CONST. CONSTRUCTION OPP. OPPOSITE CONT. CONTINUOUS e PLATE CONTR. CONTRACTOR PAF POWDER ACTUATED FASTENER GU. CUBIC REINF. REINFORCING D.L. DEAD LOAD REO'D REQUIRED DIA. OR 0 DIAMETER SHT'G SHEATHING DO DITTO SHT SHEET DBL. DOUBLE SIM. SIMILAR DWG DRAWING 50. SQUARE DWL DOWEL STD STANDARD EA. EACH STL STEEL ELEV. ELEVATION STIFF. STIFFENER EQ. EQUAL T.O.F. TOP OF FOOTING EXIST. EXISTING T.O.S. TOP OF STEEL EXT. EXTERIOR T.5. TUBE STEEL EXP. EXPANSION TYP. TYPICAL FTG FOOTI1 U.N.O. UNLESS NOTED OTHERWISE FDN FOUNDATION VERT. VERTICAL F.S. FAR SIDE WT WEIGHT FRM'G FRAMING W/ WITH GALV. GALVANIZED YD YARD GA. GAGE GR. GRADE GWB GYPSUM WALL BOARD HGR HANGER Item Design f'c (psi) (1) Max. w/c Ratio (3) (non -air entrained) Max. Slump (Inches) Min. Cement (Sacks /Yard) Basic Mix w /Water Reducer Basic Mix w /Water Reducer w /Water Reducer & 100j1 Fly Ash Footings 3,000 0.58 5 8 5 -1/2 5 4 -1/2 Stem Walls 4,000 0.44 4 8 6 5 -1/2 5 Retaining Walls 4,000 0.44 4 8 6 5 -1/2 5 Slabs 4,000 0.44 4 8 6 5 -1/2 5 All Other Concrete 4,000 0.44(2) 4 8 6 5 - 1/2 5 MINIMUM STRAIGHT DEVELOPMENT LENGTH ( ",2d ") MINIMUM LAP SPLICE LENGTHS ( ".Qs ") BAR SIZE fc =3000 PSI f'c =4000 PSI fc =3000 PSI fc =4000 PSI TOP BARS* OTHER BARS TOP BARS* OTHER BARS TOP BARS* OTHER BARS TOP BARS* OTHER BARS 3 22" 17" 20" 15" 29" 22" 26" 20" # 29" 22" 25" 19" 38" 29" 32" 25" # 36" 28" 31" 24" 47" 36" 40" 31" # 43" 33" 38" 29" 56" 43" 49" 38" # 63" 48" 55" 42" 82" 62" 71" 54" # 72" 55" 63" 48" 94" 71" 82" 62" # 81" 62" 70" 54" 105" 81" 91" 70" #10 90" 69" 78" 60" 117" 90" 102" 78" #11 100" 76" 86" 66" 130" 99" 112" 86" Condition of placement and curing Walls & Slobs Footings Min. temp. fresh concrete as Above 30' F. 60 55 mixed for weather indicated, degrees F. 0 to 30' F. Below 0' F. 65 70 60 65 Min. temp. fresh concrete cis placed and maintained, degrees F. 55 50 Max. allowable gradual drop in temp. throughout first 24 hours after end of protection, degrees F. 50 40 AREA DESIGN DEAD LOAD LIVE LOAD ROOF 15 PSF 1 25 PSF (1) WAREHOUSE 400 PSF E rn 7 0 •o 5, These Genera Notes ore to be uses as 0 supplement to the Specifications My discrepancies found among the Drawings. the Specifications. these General Notes and the site conditions shall be reported to the Owner's Representative. who shall correct such discrepancy in writing. My work done by the Genera! Controctor after discovery of such discrepancy shall be done at the Genera Cantroctar's risk The Genera Controctor shall verify and coordinate dimensions among dl drawings prior to proceeding with any work or fabrication The structure has been designed to resist code required vert;cd and lateral forces after the construction of all structural dements has been completed_ Stability of the structure prior to completion is the sole responsibility of the General Controctor. This responsbiity includes but is not limited to job site safety. erection means. methods, and sequences; temporary shoring, formwork, and bracing; use of equipment and construction procedures. Construction observation by the Structural Engineer is for genera conformance with design aspects only and is not intended in any way to review the Contractor's construction procedures. Standards All methods. moteriols and workmanship shall conform to the 1997 Uniform Building Code (UBC) as amended and adopted by the local Bolding Official or applicable jurisdiction. CONTRACT DRAWINGS / DIMENSIONa Architectural Drawings are the prime Contract Drawings. Consultant Drawings by other disciplines are supplementary to Architectural Drawings. Report dimensional omissions or discrepancies between Architectural Drawings and Structural, Mechanical. Electrical or Civil Drawings to Owner's Representative prior to proceeding with work. Structural Drawings shall be used in conjunct on with Architectural Drawings. Primary Structural elements are dimensioned on Structural Plans and Details and overall layout of Structurcl portion of work. Some secondary elements ore not dimensioned such as, wall configurations, including exact door and window locations. alcoves, slab slopes and depressions, curbs. etc. Vertical dimensional control is defined by Architectural wall sections and building sections. Structural Details show dimensional relationships to control dimensions defined by Architectural Drawings. Detailing and Shop Drawing production for Structural elements will require dimensional information contained in bath. Architectural and Structural Drawings. DESIGN CRITERIA Vertical Loads: (1) Drift Load per Appendix 16 of the 1997 Uniform Building Code. Lateral Forces Lateral forces are transmitted by diaphragm action of roof and floors to shear walls. Loads are then transferred to foundation by shear wall action where ultimate displacement is resisted by passive pressure of earth and/or sliding friction. Overturning is resisted by dead load of the structure. Win : P= CeCggslw, Basic Wind Speed = 80 MPH, Iw = 1.0, Exposure B, Ce per Table 16 -G, Cq per Table 16 -H. qs per Table 16 -F. Net pressure = P -2/3 (Design Dead Load). Seismic: Zone 3 per 1997 UBC. v = C RT W, But Need Not Exceed 2 I W V = Base Shear, Cv = 0.54 per Table 16 -R. Ca = 0.36 per table 16 -Q, Soil Profile = SD, I = 1.0 per Table 16 -K, R = 5.5 per Table 16 -N or 16 -P, W = Dead Load of portion of building. Pipes, Ducts and Mechanical Equipment Supported or Braced from Structure: Conform to Sheet Metal Industry Fund & Plumbing and Piping Industry Council Inc. publication "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems ". Sprinkler line attachments shall conform to NFPA Pamphlet 13. FOUNDATION DESIGN CRITERIA Soil Bearing Pressure: 1000 PSF (From Existing Building Drawing)* Active Pressure - Restrained: 50 PCF (Assumed) Active Pressure - Unrestrained: 35 PCF (Assumed) Passive Resistance: 200 PCF (Assumed) Coefficient of Friction: .35 (Assumed) *1/3 Increase allowed for seismic or wind loading All footings shall bear on firm, undisturbed earth or "Structural Backfill ". Native earth bearing shall be surface compacted. Areas over - excavated shall be backfilled with lean concrete (fc =2000 PSI) or "Structural Backfill ". Areas designated "Structural Bockfill" shall be filled with approved well- graded bankrun material. Maximum size of rock 4 ". Frozen soil, organic material and deleterious matter not allowed. Compact to of least 95% of its maximum density as determined by ASTM D -1557. Contractor shall exercise extreme care during excavation to avoid damage to buried lines, tanks, and other concealed items. Upon discovery, do not proceed with work until receiving written instructions from Owner's Representative. A competent representative of the Owner shall inspect all footing excavations for suitability of bearing surfaces prior to plocement of reinforcing steel. Provide drainage and dewatering around all work to avoid water - softened footings. Free Draining Backfill Material for Retaining_& Basement Wills: A clean, free draining, well graded granular material conforming to ASTM D2487 GW or SW whose maximum particle size does not exceed 3/4" and whose fines content (material passing the No. 200 sieve) does not exceed 5% with a maximum. % Passing U.S. No. 200 Sieve Dust Ratio = - 2/3 max. % Passing U.S. No. 40 Sieve CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I, coarse and fine aggregate ASTM C -33, water clean and potable, and shall be ready -mixed per ASTM C -94 unless otherwise approved. Add to all concrete exposed to weather an air entraining agent to attain 5% ± 1 - 1/2% entrained air, by volume, conforming to ASTM C -260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. • 1/ 1. ze day strength shat conform to UBC 1905. Mix performance history shall be based an this project 2 Maximum w/c ratio for air entrained concrete shall be 0.38_ 3. Water cement rota cola otion shdl include o maximum of 5011 of fly ash if provided in the mix. Maximum fly ash shill be 10011/yd or 20% of cement content whichever is less At Contractors option. Contractor may use water reducing agents by Master Builders Inc. or W.R. Grace or pre - approved equal. Monufocturer s concrete technician shill assist in determining proportions for admixture systems concrete and shall obtain approval of Architect prior to employing this procedure. Variations to the above mix proportions may be accepted if substantiated in accordance with AC1318 - 95. Chapter 5. Provide submittds a minimum of (14) days prior to bid for determination of acceptability. Place concrete: Per ACI 304 and conform to ACI 305 for Hot Weather Concreting. See Section below for Cold Weather plocement requirements. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over - vibrate. Concrete shall be poured monolithically between construction or expansion joints. Protect all freshly placed concrete from premature drying, excessive hot or cold temperature for seven days after pouring. Cold Weather Placement: 1. Cold weather is defined by AO 306 as "A period when for more than 3 sucessive days the mean day temperature drops below 40' F." 2. No concrete shall be placed on frozen or partially frozen ground. Thawing the ground with heaters is permissible. 3. Concrete mix temperatures shall be as shown below. Heating of water and /or aggregates may be required to attain these temperatures. 4. The concrete may require protection for 4 -7 days after pouring. If temperatures remain below freezing, insulating blanket coverage is required. If temperatures are slightly below freezing (30' F min.) of night and above freezing during the day, kraft paper with complete coverage may be used in lieu of insulated blankets. 5. No additives containing chlorides shall be used. Use "Pozzutec 20" by Master Builders or "PolarSet" by W.R. Grace or pre - approved equal. CONTROL AND CONSTRUCTION JOINTS: Submit plans and /or elevations showing control & construction joint locations to Owner's Representative prior to forming. 1. 5" Slab -on- grade: Provide joints as indicated on the drawings. 2. Walls: Coordinate construction joints with Architectural reveals. Non- Shrink Grout: Master Builders "Masterflow 555" or pre- approved equal. Grout shall conform to CRD -C621 and ASTM C1107 Grade B when tested at a fluid consistency per CRD- C611-85 for 30 minutes. Grout may be placed from a 25 second flow to a stiff packing consistency. Fill or pock entire space under plates or shapes. No grouting shall be done below 40' F. Dowel Bar Epoxy Grout: Master Builders "Paste LPL ", or Hilti "HY -150 ", or Simpson "S.E.T. ", or Covert Operations "CIA -GEL 7000 ". or pre- approved equal. Two part low sag epoxy. Grout may contain quartz sand aggregate as proportioned by the manufacturer. Use equipment which will accurately mix and dispense the components. Hole shall be dry and cleaned with wire brush and pressurized air just prior to installing grout. The rebar or rod shall be clean and installed slowly, and shall be rotated as it is pushed into the hole. Cold weather grouting shall be done with proper grout formula. First stages of the grouting operation shall be inspected by an agent as recommended by the Owner. Attachment of New Concrete to Existing: Where shown, roughen concrete to a minimum amplitude of 1/4" using impact hammer. Remove all loose or damaged concrete, thoroughly flush all surfaces with potable water, air blast with oil free compressed air to remove all water. Prepare concrete and apply bonding agent to all existing surfaces to receive new concrete per manufacturer recommendations. Bonding Agent: "Weld Crete" by Larsen Products Corp. or pre- approved equal. Prepare surfaces and apply per manufacturer. REINFORCING Metal Reinforcement (Concrete): Reinforcing shall conform to ASTM A -615, Grade 60 (Grade A706 for welded bars unless otherwise noted, Grade 40 for bend out bars). Detail, fabricate and place per ACI 315 and ACI 318. Welded Wire Fabric shall conform to ASTM A -82 and A -185. Lap one full mesh on sides and ends. Place at mid -depth of slab, or as shown. REINFORCING SPLICE SCHEDULE (For Grade 60, Uncoated Bars, Normal Weight Concrete) Notes: 1. Top bars are bars with more than 12" of concrete cost below them. 2. If concrete cover is not greater than the diameter of the bar or the center to center spacing is not greater than 3 bar diameters than values shall be increased 50%. Concr ete Cover: Provide Concrete Cover over reinforcement as follows: Concrete poured directly on earth 3" Concrete poured against forms and exposed to weather or earth #6 & Larger Bars 2" Surface not exposed directly to weather or earth Walls 3/4" Columns 1-1/2" #5 & Smaller Bars '1-1/2" M $11RUCTURAL STEEL petain9, Fab - .cation and Erection: Conform to the RISC "Manual of Steal Construction'. 9th Edition ac Code of Standard Proctice. March 2000. Wide Flange Section*: ASTM A -572 (fy = 50 ksi) Other shapes and Motet AST) A -36 (fy = 36 ksi) tructura Steel Pipers: ASTM A - 53 (fy.'35 ksi). Steel Structural Tubing: ASTM A - 500. Grade B. (fy 46 ksi). Machine Bolts (M.B.1: ASTM A -307. Anchor Bolts (A.B.): ASTM A -307. Grode C. thigh Strength Bolts: Shall be LeJeune Tension Control Bolt. Nut and Washer Assembly by LeJeune Bolt Company" per ASTM F -1852. ASTM A- 325(X) high strength bolts with threods excluded from shear plane. All high strength bolts shall be installed with hardened washers conforming to ASTM F -436 and nuts conforming to ASTM A -563. Friction type bolts (A- 325 -SC) shall be installed per paragraph 8(d) and all bearing type bolts shall be instilled per paragraph 8(c) of the Specifications for Structural Joints Using ASTM A -325 or A -490 Bolts (1985), os approved by the Research Council on Structural Connections of the Engineering Foundation and endorsed by the American Institute of Steel Construction. )epoxy Grouted Anchors: "All- Thread" - ASThI A -36 (fy = 36 ksi) Expansion Anchors: "KwikBolt" by HILT'. Inc., or "Power -Bolt" by Powers/Rawl Fastening. Inc., or pre - approved equal. Embed bolt into concrete or masonry 7 diameters minimum, except as shown. Powder Actuated Fasteners: "X -ZF" Pins by HILTI, Inc. or "8 MM Drive Pins" by Powers /Rowl, or pre - approved equol. Finish: Shop paint after fabrication with an approved primer (see Specifications). Galvanize per ASTM A -123 and A -384 after fabrication all miscellaneous steel specifically called to be galvanized in plans. specifications or details. Metal Joists: Shall conform to the Steel Joist Institute (SJI) and American Institute of Steel Construction (AISC) standards and shall be designed to carry the loads listed in the design criterion and those indicated on the framing plans. Joist manufacturer shall verify and include fire voting stress reductions and size limitations in order to conform to the assembly requirements as shown on the Architectural drawings. Provide bracing to withstand a net wind uplift of 10 psf and /or 20 psf within 10' of all ridges, eaves, endwalls and roof steps. For other special requirements, see Structural drawings. Shop drawings shall be submitted bearing the stamp of a Professional Engineer iIcensed as such in the State of Washington. Metal Roof Deck: Shall contain the minimum properties shown on the Structural Drawings and Specifications. The roof deck shall be formed from steel sheets conforming to ASTM A -611 or A -653, and shall be galvanized per ASTM A -924. The roof deck shall be placed on the supporting framework with a minimum end lap of two inches. Light -Gauge Metal Framing: Members shall be of the type. size and gauge os shown on the Plans and shall be manufactured by the Scafco Corporation, or pre- approved equal, in accordance with Steel Stud Manufacturer's Association (SSMA) ICBO ER 4943. All 16 gauge and heavier galvanized structural members shall be formed from steel that meets the requirements of ASTM A -653, Quality SO, Grade 50 Class 1, FY = 50 ksi. All 18 gauge and lighter galvanized structural members shall be formed from steel that meets the requirements of ASTM A - 653, Quality SQ, Grade 33, FY = 33 ksi. Bridging per manufacturer's requirements shall be in place prior to placing of any construction Toads. All runs shall be rigidly anchored to end walls. WELDING tructurol Steel: Weld in accordance with "Structural Welding Code" AWS D -1.1. Reinforcing Steel: Weld in accordance with "Reinforcing Steel Welding Code" AWS D - 1.4. Weld only with specific approval of the Structural Engineer. In no case will a weld be mode within 6 bar diameters of a "cold bend ". Certification: All welding shall be by WABO /AWS certified welders. Welders shall be prequalified for each position and weld type. Electrodes: Use E70 electrodes. Welded Connections Inspection.: 1. All welding shall be checked by visual means and by other methods deemed necessary by the welding inspector. All welds found to be defective and repaired shall be reinspected by the same methods originally used, and this reinspection shall be paid for by the contractor. BOLTED CONNECTIONS INSPECTION Visually verify that every bolted connection has been completed in a snug, workmanlike manner with the required number and type of fasteners. PRE - APPROVED SUBSTITUTIONS Substitutions may be allowed only if they meet the requirements of these General Notes and the Specifications, and if complete written engineering dots for each condition required for this project is provided to the Structural Engineer ten days prior to bid dote and approved in written addenda by the Owner's Representative. Data is to indicate code basis by year, authority for stresses and stress increases, if any, and amount of expected deflection for flexural members under (1) total load and (2) live load only. All increased costs in mechanical, sprinkler. electrical or general installation and any architectural or structural redesign resulting from substitution shall be borne by the General Contractor. SHOP DRAWINGS: The following Shop Drawings /Submittals shall be provided for review and approval by the Structural Engineer prior to fabrication or delivery. 1. Concrete Mix Designs 2. Reinforcing Steel Shop Drawings 3. Structural Steel 4. Metal Joists 5. Metal Deck 6. Light -Gauge Metal Framing 7. Miscellaneous Steel STRUCTURAL ENGR. BLDG. DEPT. X X X X X Special Inspection shall be provided by an independent testing laboratory per the requirements of UBC Chapter 17 and the local Buidng Official or applicable jurisdiction and the Specifications The Special inspector shall submit inspection reports and a final signed report to the Building Offycid far the flowing items 1. Sol Bearing 22 Steel Deck Welding (periodic visual inspection) 3. Concrete Reinforcement Placement 4. Concrete Construction' 5. Epoxy Connections, Anchors & Dowels (continuous inspection during installation & testing) 6. Bats installed in concrete (expansion bats - Hiti "Kwik Bolts) (periodic visual inspection) 7. Structural Steel Weldng (periodic visual inspection) 8. High Strength Belting "Special inspection shall be provided during the taking of concrete test specimens and during the placement of reinforced concrete. EXPIRED JUL -3 2.003 dal -33S 4 RECEIVED CRY OF TUKWIL FEB 0 6 200? PERMIT CENTER 1 EXPIRES. 12/18/02 V 'ONTENrs REVISION& (1 PROJECT 2109 • O m 1-9 re T n O , d in T b cV o co F4 0 GENERA NOTES ORAwN BY. SRO 08/02/2001 1c04.0,0.drw 51.0 sheet (2) *5 HORIZ. CONT. SLAB REIhF. CUT AT ..40oNY TYP. CONTROL JOINT FOR SLAB ON GRADE SNUG FITTING 24 GAUGE METAL SLEEVE ON ONE SIDE OF JOINT - - - -- x IS SMOOTH BAR AT 18' OL. T.S. COL. REINF -- I SEE PLAN 2'-O' 3/4" NON- SHRINK GROUT MID - DEPTH •• x Ib' SMOOTH BAR *4 CONT-_ AT 18` 0.C. (6REAS TYP. CONSTRUCTION JOINT FOR SLAB ON GRADE Ij ( I LEDGER ANGLE TYP. - SEE 0 I� 11 *4 BEND OUT BAR 'AT 16" O.G. W/ 0 10° STD HOOK b MIN. 4•••""...11111 A11141111111111 TOOLED JOINT R=1/8' MID -DEPTH I q. q' 2' -0' SECTION 87" VERIFY W/ MFR Alk TZP 1 M \ COMPACTED FILL --\ POCK LEVELLER PIT DETAIL SECTION NO SCALE T.5. GOL. 3 lb 1".1' ISIS• SANG/T- . SAW YiTWIN 4 TO 12 HOURS OF POURING SLAB. FILL I"V SIKAFLEx SELF- LEVELIN G CAULKING -2• GLR- NO SCALE DETAIL 4 Lt TYPICAL TS. COL. FOUNDATION \ 24" HOOK Tr' *5 AT 14" O.G. EA. WAY FOR DETAILS CALLOUTS IN COMMON SEE LI/4" TYP. BASE IE. 5 /8 "xb! "x0' -844" W/ (2) 3/4 "m A.B.'S EMBED - r MIN.— 10 53.0 - EQ. THfNPRMAL SLAB GLR *5 AT 14" O.G. AEU 0 0 EXISTING GONG. PILASTER T.5.8xbxI /4 HEADER EXISTING CONG. SLAB - ---� SIM. TYP. SLAB AT INTERIOR BEARING WALL OPENING 85" VERIFY W/ MFR FOR DETAILS $ CALLOUTS IN COMMON SEE / TYP. SECTION AT POCK LEVELLER SECTION NO SCALE 5 53A itt Et T.S. FRAMING • NEW TRUCK DOOR OPENING ELEVATION I/8 " =I' -0" NEW PANEL OPN'G I' - 0" r 4' MIN` `� - EXISTING FDN. WALL 71 EXISTING FTG CONT. ACROSS OPENING SECTION NO SCALE �1 EXISTING GONG. PANEL T.5.8x8x1/4 SIM. " EXISTING CONC. PILASTER 11 53.0 r-- WALL BEYOND 04 - EXTEND 2' -0' PAST EA EWE OF OPENING (NOOK BARS THAT CAN- NOT BE EXTENDED) ts4x1' -b DOhEL • 12' OL. DRILL OVERSIZED HOLE EMBED 111 HILT1 SET EPDXY NORMAL SLAB REI F. - \J/ fe • EXISTING GONG. WALL EXISTING CONC. FTC. WALL COVER/N• - ■ KW ARCH_ _ — - -- 16005162 -54 METAL STUDS • 16' OL. - -.- ✓^" T.S. COL. I (2)S4 CONT. • Q - 8* w SHORE — — CD • E AS RE FINISH 6RADE 3 ' GLR -- 3' -0' 4" 'MIN: • — 3/16 DETAIL 1 "=1'-0 1 4. • SECTION i ___ *4x1' -6" DOWELS 0 12' O.G. DRILL OVERSIZED HOLE 1 EMBED W/ SIMPSON SET EPDXY MIN. SECTION 1/2" TYP. NO SCALE 1 " =1'-0 — 6001150-66 FETAL STIR TRACK 14/ 3/4'• A.B.S • 4'-O' OL. SEE to 12' O.G. EACH WAY - .3)*5 HORIZ. CONT. . 2' GLR. TYP. EXISTING GONG. TO NEW CONC. ATTACHMENT EXISTING GONG. PANEL V TYP. SLAB REINF. COMPACTED STRUCTURAL FILL NEW GONG WALL NEW CONG. FTC. Us" TYP. BASE If. 5 /8 "xq'xI' -2" W/ (2) 3/4 "4) EXPANSION ANCHOR - EMBED 4W MIN. (3) *4x2' - 0" 0 8" O.G. DOWELS. DRILL OVERSIZED HOLE $ EMBED IN/ SIMPSON SET EPDXY 0 0 0 EXISTING GONG. PILASTER -- 1. ALL STEEL A/49LES TO BE 3'x3`x3/16' GALVANIZED. 2- VERIFY ALL DIMENSIONS W/ DOCK MFR GALVANIZED ANGLE - - — --� 1/2'0x5' STUDS 0 IT SECTION A -A PLAN I "= I'-0 VfP> ISOMETRIC DETAIL NOTE: CONNECTION OF STUD TO BOTTOM TRACK SHOWN. CONNECTION TO TOP TRACK SAME IIII LE NDS OAD BEARING STUD A BEAR ON TRACK WEB EACH STUD 1/8 1 3/4" TYP STUD TO TRACK ATTACHMENT DETAIL NO SCALE 16 NO SCALE L4x4xI /4 TOP 4 BOTTOM W/ (2) 3/4"0 EXPANSION ANCHOR EACH PIECE EMBED 5" MIN. T.5. HEADER 13 53.0 DQ(3?$ ROOF JOIST BEYOND \/ / / * � \ Ni/ 13 54.0 FRAMING 0 TRUCK DOOR OPN'G ELEVATION 1/4 " =1' -0" c — EXISTING GONG. PANEL DETAIL 1 " =1'-0 ,—NEV TRUCK DOOR T.S. COL. T.5.b x4xI /4 COLUMN T.5.6x3xI /4 HEADER Aft 0 Ala IZP 0 \— L4x4x1 /4x0' -4" • 4'-0" O.G. EACH SIDE W/ 3/4" m EXPANSION ANCHOR - EMBED 41,' MIN. JUL -3 2003 14 53.0 RECEIVED CITY OF TUKWILA EXPRED FEB 0 6 2002 PERMIT CENTER 1 EXPIRES: 12/16/02 C.ONTENTs PROJECT: 2109 DETAILS '.7RAWN BY rdw rn z 0 s it s 1M 1 6 • • o/ z z a z Z U O Di U Z '7ATE CAB/02/20 01 El151ONS Q 2-4-oz 1E0 4.30 d== 53.0 shee*e MODEL No I MBH EFFICIENCY MIN. ' CFM R MOTOR . VOLT (CFM) P. —_ . H AHU -1 REZNOR RPBL -400 400 80% 800 1 9.000 1200 10 I 480 SYMBOL MFR. AHU -2 REZNOR RPBL -400 400 80% I 800 9.000 1200 10 X 480 3 REMARK FOR GAS -FIRED FURNACE SCHEDULE lO 2 –STAGE WITH INTERMITTENT PILOT. SYMBOL MFR. SYMBOL CD -1 CD -2 CD -3 CD -4 CDH DS RGH RGS EGS EGH TGS MODEL CONFIG. EF -1 PENN DX08B ROOF -TOP EXHAUST FAN SCHEDULE NOTES Ol E.0 TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). M.0 TO PROVIDE AND INSTALL A MOTOR RATED RELAY FOR INTERLOCK. © SPEED CONTROL TO BE FACTORY WIRE TO THE INSIDE HOUSING OF ROOFTOP FANS. DESCRIPTION MFG. CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER CEILING DIFFUSER DRUM SUPPLY DIFFUSER RETURN /RELIEF TITUS GRILLE SIDEWALL RETURN/ TITUS RELIEF GRILLE SIDEWALL RETURN / TITUS 350 RL RELIEF GRILLE MODEL CFM AREA SERVED RESTROOMS AIR PATTERN TITUS TDC -1 PER PLANS 2 WAY TITUS TDC -2 PER PLANS 2 WAY TITUS TDC -3 PER PLANS 3 WAY TITUS TDC -4 PER PLANS 4 WAY TITUS n IPER PLANS (1) TITUS DL 50F -A 350 RL PER PER PER PER EXHAUST GRILLE TITUS 50F -A PER PLANS PLANS PLANS PLANS PLANS SIDEWALL TRANSFER TITUS 350 RL PER PLANS VARIABLE GRD SCHEDULE NOTES FOR GRD SCHEDULE: 10 MODEL No. & AIR PATTERN SHALL BE SAME AS CD -1 THRU CD -4, EXCEPT PROVIDE FOR MOUNTING INDICATED. O FURNISH WITH "OPPOSED BLADE DAMPER "(OBD). ® FURNISH WITH HORIZONTAL FRONT BLADES. REMARK FOR ROOFTOP PACKAGED UNIT SCHEDULE 10 PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. SYMBOL AREA SERVED MFR. WACU -1 i PLANT OFFICE FRIEDRICH THCO9K REMARK FOR WALL AIR CONDITIONING UNIT O1 PROVIDE WITH WALL SLEEVE. 20 PROVIDE SINGLE POINT CONNECTION. 1 COOLING CAPACITY MODEL No. EER ' I I TOTAL SENS. ECONOMIZER (SEER) EWB EAT MBH 0 80T MBH 11.0 0 67 85 9.1 GAS —FIRED AIR HANDLING UNIT 7.0 EXHAUST FAN SCHEDULE 0 ` STARTER DISCONNECT SMOKE '' WEIGHT INTERLOCK LOCATION REMARKS FURN. BY FURN. BY DETECTOR BY lbs. I EC EC PERFORMANCE j EX. i ELECTRICAL I BACK SPEED CONTROLLED BY OR HP - STARTER DISCONNECT DRAFT CFM SP RPM M CONTROL INTERLOCK WITH +AAMPS) V PH FURN. BY FURN. BY D - 700 .50 1280 1/4 ; 120 1 1 1 YES YES ACU -1 2 & 3 MOUNTING FACE SIZE NECK SIZE COLOR I T -BAR 23 x 23 T -BAR 23 23 T -BAR 23 23 t PER PLANS WHITE PER PLANS WHITE PER PLANS WHITE T -BAR 23 23 PER PLANS WHITE SURFACE NECK SIZE PER PLANS WHITE + 53/4"T OTAL _ WALL /DUCT + NEC SIZE PER PLANS AS SELECT. 2/2 TOTAL flY SURFACE NECK SIZE PER PLANS WHITE 20 +1 �4 TOTAL SURFACE NECK SIZE PER PLANS WHITE 2 3 WITHOUT MOUNTING HOLES + 1 SURFACE NECK SIZE PER PLANS WHITE +174 "IQTAL NECK SIZE SURFACE PER PLANS WHITE +1 -4 "TOTAL NECK SIZE SURFACE +1 ,„ , , PER DETAIL WHITE GAS - FIRED ROOFTOP PACKAGED AIR CONDITIONER WT. HP LBS 1 I COOLING CAPACITY HEATING BLOWER 1 EWB EAT ' TOTAL SENS. ' ECONOMIZER INPUT MBH 00 80T MBH EFFICIENCY , CFM 0 M s IN A . t NI X : S ACU-2 ADMINISTRATION TRANE YC074C3 10.0 67 80 70 69.1 YES 120 ACU-3 ADMINISTRATION TRANE ' YC074C3 10.0 67 80 70 69.1 YES 120 81% 2500 300 .50 HEATING TOTAL EAT COP AUX. MBH (HSPF) KW 8 40 3.2 EC EC BLOWER MIN. ' EX. C FM OSA (IN. 0_ 800 70 ' - EC 933 EC 933 FRAME 3 FRAME 3 FRAME 3 FRAME 3 FRAME 6 WITHOUT MOUNTING HOLES WITHOUT MOUNTING HOLES FAN RPM L REMARKS 954 1/2 j 577 480 850 2 924 480 - t 850 2 924 480 WALL AIR CONDITIONING UNIT T'STAT w WAREHOUSE (i T'STAT LWAREHOUSE 0 S.P. FA j 1 EXHAUST WC)i RPM ' WATTS ' MOTOR HP 735 – ELECTRICAL VOLT MCA 3 15 3 38.1 3 1- 38.1 ELECTRICAL WT. - LBS I VOLT 0 MCA 113 208 1 10 REMARKS STARTER DISCONNECT FURN. BY FURN. BY N MFG REMARKS 0 0 STARTER DISCONNECT FURN. BY FURN. BY EC SMOKE DETECTOR BY SYMBOL DESCRIPTION . COLD WATER (CW) -- HOT WATER (HW) VENT (V) G NATURAL GAS 00 - - -- HOT WATER CIRCULATION (HWC) A WASTE OR SANITARY SEWER E I - EXISTING PIPING Ni GATE VALVE (GV) PRESSURE REDUCING VALVE (PRV) CHECK VALVE (CV) j BALL VALVE C T PIPE DOWN 01 PIPE UP BRANCH –SIDE CONNECTION I ESTRAINER – HI — UNION —�, DRAIN VALVE FLOOR DRAIN (FD) AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR REMARKS FLOOR & FUNNEL DRAIN (F &FD) POC POINT OF CONNECTION MECHANICAL LEGEND SYMBOL DESCRIPTION T THERMOMETER - AQUASTAT SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN, RELIEF, TRANSFER, OSA DUCT UP RETURN, RELIEF, TRANSFER, OSA DUCT DOWN EXHAUST DUCT UP EXHAUST DUCT DOWN I I + RECTANGULAR DUCT SQUARE ELBOW UP 4- RECTANGULAR DUCT, SQUARE ELBOW DOWN I CEILING AIR TERMINAL – SQUARE AIR TERMINAL SIZE, TYPE & CFM 30o cFM I . I I MUD III® FLEXIBLE DUCT VOLUME DAMPER (VD) LL FLEXIBLE CONNECTION (DUCT) TURNING VANES (TV) BACK DRAFT DAMPER (BD) THERMOSTAT (T'STAT) MC MECHANICAL CONTRACTOR EC GC ELECTRICAL CONTRACTOR GENERAL CONTRACTOR TO PROVIDE A MANUAL STARTER (INCLUDING DISCONNECT). MC TO PROVIDE AND INSTALL A MOTOR RATED RELAY FOR INTERLOCK. DO( -335 RECEIVED CITY OF TUKWI,A FEB 0 6 7002 PERMIT CENTER REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: MCE CHECKED BY DEG REVISIONS: A 2 -4 -02 DELETE FROM SCOPE DRAWING No. M1.1 DATE: 10 -09 -01 PROJECT No. 201— 1 13 I T H UNIT HEATER, • ' REMOVE EXISTING +! UNIT HEATER, I I I I I I I II I I II I STAIRS I I I,1/ II r" DOWN r UNIT HEATER UNIT HEATER ►� t iy I I I t - 411:0 , UNIT HEATER UNIT HEATER -- H S REMOVE EXISTING AIR HANDLING UNIT, GAS FLUE AND ALL ASSOCIATED PIPING. (400 MBH EACH) . -- HEATER UNIT I lil 'I REMOVE EXISTING 13KW ELECTRIC UNIT HEATER (TYPICAL) S STAIRS 1 I I II -fl�ill :I 1 F _I 4- REMOVEfXISTtNQ SHOWER REMOVE EXISTING BASEBOARD HEATER UNIT HEATER O .E.F. UNIT H EATER i UNIT REMOVE EXISTING HEATER -.. BASEBOARD HEATER ..-- EXISTING GAS METER LOCATION CONSTRUCTION NOTES O1 REMOVE EXISTING WATER CLOSET AND ASSOCIATED PIPING. ® REMOVE EXISTING EXHAUST FAN, ASSOCIATED DUCTWORK &ROOF ,ED CAP PATCH ROOF TO MATCH EXISTING,Xp 0 . F— 1 I T __ /„. } i tN\s' REMOVE EXISTING AIR HANDLING UNITS, ALL ASSOCIATED DUCTWORK DIFFUSER ' II • COI -3C ,1Ul. -3 2003 DEMOLITION FLOOR PLAN — OVERALL SCALE 1/8' 1' -0' RECEIVED CITY CF TUKWIIA Ea_ 2 13 0 ? PERMIT CENTER ,, 5 • 7D' EUSE OF DOCUMENTS MATERIAL HEREIN CONSTITUTES THE GINAL AND UNPUBLISHED WORK OF THE AND MAY NOT BE USED, DUPLICATED ' DISCLOSED WITHOUT THE WRITTEN CONSENT THE ENGINEER. COPYRIGHT © 2001 Y BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: MCE CHECKED BY: DEG REVISIONS: DRAWING No. M2.1 DATE: 10 -09 -01 PROJECT No. 201 -1 13 2 "W UP 2"W UP FOUNDATION FLOOR PLAN - OFFICE SCALE: 1/8' = SYMBOL P -1 P -1A P -2 P -3 FIXTURE WATER CLOSET TANK TYPE WATER CLOSET TANK TYPE LAVATORY MOUNTING FLOOR FLOOR WALL KITCHEN SINK COUNTER CONSTRUCTION NOTES 01 SAWCUT EXIST, FLOOR SLAB & PATCH TO MATCH EXISTING. O CONN. WASTE TO EXIST WASTE PIPE VERIFY EXACT LOCATION OF EXIST WASTE AND FLOW DIRECTION. ® 2"V DN. & 1 /2 "CW CONN. 2'V AND 1 /2 "CW TO EXIST IN WALL. ® CONN. 1 -1 /2"V, 1 /2 "H & CW TO EXIST IN WALL FIELD VERIFY EXACT LOCATION. TOILET: SEAT: SUPPLY: TOILET: SEAT: SUPPLY: SINK: FITTINGS: SUPPLIES: WASTE: TRAP: SINK: FITTINGS: SUPPLIES: WASTE: TRAP: PLUMBING FIXTURE SCHEDULE MANUFACTURER AND MODEL M OWNER FURNISHED OWNER FURNISHED EBC #CAH12 KOHLER, HIGHLINE #K -3427 CHURCH #9500C EBC #CAH12 KOHLER, KINGSTON #K -2005 CHICAGO FAUCETS #2200-4 EBC LAH 16 EBC SG7.8 EBC TN140 JUST #DL-1829—A—GR CHICAGO FAUCETS #2301 -8 EBC #LAH16 JUST J -35 EBC #TN150 W „ 2" V 2" " AIR 11/2" PLANT LUNCH ROOM (NEW) 1 101 1 C?_ HW CW 1/ 1/ n 1/ 1/ 1Y v, 1 6"H &CW — RISE & 2"W DN INSTALL OWNER `I PROVIDED WC P -1 1 v, 1 /f H &CW RISE & 2"W DN P -3 REMARKS NE = ESTROOM 31 /\ (122 NEW SHIPPING OFFICE 1/ ADA COMPLIANT, FURNISH WITH BOLT CAPS, SEAT MUST BE MINIMUM 17" HIGH ELEC 102 ADA COMPLIANT, PROVIDE WITH OFF —SET TRAP EBC #SG7WC AND EBC INSTITUTIONAL ADA INSULATOR KIT. 'OMENS :MENS KITCHEN (1061 l�ol -33S KITCHEN COMPUTER EOU!PTMENT ( EYISTT NG ) 1 RE PLUMBING FLOOR PLAN - OFFICE EQUIPMENT ( NEW ) 108 C1 CONNECT 1 6 - H &CW & � 1 1 6'V TO EXISTING. (FIELD i1 ` VERIFY EXACT LOCATION) OFFICE ( O NE'W 1 OPEN OFFICE LANDSCAPE j118j EXPIRED JUL -3 2003 SCALE: 1/8' = 4 OFFICE ( E • ,LD4 G ) CITY ITY O rUKWI, FEB 0 6 ?QO ?_ PERMIT CENTER i ct LU V Z LU REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. All RIGHTS RESERVED DRAWN BY: MCE CHECKED BY: DEG REVISIONS: DRAWING No DATE: 10-09-01 PROJECT No. 201 -113 I F-3 T INK JET INK JET INK JET 1 INK JET „ .r ;//'''''/"//:///// B ,„ „, , „/„,„ / „ /, , /- UILDING , A , -. • 1 ,-1 1 i - 4 1 , . 104 I r EGH _..,;( -- '65 CF , ; - '----- ” li r - , 4 i ,f; - I. ; 1 6x6 CDH-2/6"0- 1 lill / 1 ! — 1 - 1 00 CFM PLANT LUNCH ROOM ; _19x9 CD-2/8"0 250 CFM ; 9x9 CD-2/8"0 250 CFM i 22 9x9 CD-2/8"0 F -- . . -- --; - 5 CFM t .-- ; 18x18 RG : (NEW) • : I j 750 CFMJ '9x9 - CD-2/8"0 225 CFM 0 °THEP 1 1 CEILING COOLING UNIT, USE MITSUBISHI PL12FK, MCA 2.0, 115V. INSTALL CONDENSER ON ROOF ON TREATED SLEEPERS. USE MITSUBISHI PU12EK, MCA 11.0, 230V., 10. 1 6x6 CDH-2/6"0 100 CFM 6x6 CDH-3/6"0 100 CFM x8_ FGH 50' C F1 RESTRO • \,....1 (1031 I C • .- pRdo.= I r ELECTRICAL NEW SHIPPING OFFICE , 11.1 I AIL • r 3 3 _ CDH -2/8 OT - CHEN CFM 8x8 EGH 1'50 CFM I i ; ?MEN' x6 EGi4 70 CFM ---' 6x6 CD-2/6"0 120 CFM 1[6)(6 CD t .-61n2m • 6x6 CD-3/6"0 - 11 50 CFM I -- LE . 177-6 - 1- • 125 0 F, sr c : 9 ) C -2/8"0 240 CFM 10x10 RG 6x6 RG - ,6X6 CD-2/6"0 & ADO ) . 75 CFM t 4x14 RG . '50 CFM ,- --i- 11 ' /I 1 -- 1 430 CFM .___i_. _____L. i ..1", ■ 10 .-- al —... , . 850 CFM __Plo I i r— 4 i c - '- - 9x9 CD -1/8"0 :-._ . L i i , _ __..... - 240 CFM - /10:0 , ___ _ ----_, . --.: ---„:._ ( . .._ . 12x12 CD-3/10"0 : ,-; --,; ,:-.-,---,-;-.,.., , K "375 CFM ; : ---- ...., . . ;_....,. I 4,1-- ----1----- 1- ' I I : -I- , ' -4 LANDSCAPE . ,OBBY 1 22x22 G - , -14)(1 ,,..., ,,,,i -14x14 RG ---L---- i , , , 1 ' ' -- R __ i FT] - 1 1- 850 CFM I : _______ - n 9x9 CD-3/8"0 • i — 11 200 CFM 12x12 CD-3/ fl ' 0"0 --- - : ---- ± -1 12:12 6 1 -- -3/10"0 N . 375 CFM ' 375 CFM ; ; I • 6x6 W34.1 E.! S 80 CFM i ▪ . 12x12 CD-3 \ - 375 CFM 6x6 RGH -65 CFM 1 x6 CD-2/6"0 F100 CFM 12x12 CD-2/8"� 320 CFM TRA1N ROOM ( I I 22x22 RG _ .1 Efj :1 1" CONDENSATE PIPE, TERMINATE THRU WALL WITH ELBOW 14x14 RG 710 CFM 12x12 CD-4/8"0 320 CFM f-12x12 CD-2/8"0 710 CFM * 320 CFM 14x14 RG t - . 6 x 6 R , r4 D C 50 CFM • 1 111 , DDt- 335 6x6 RG 6x6 CD-2/6"0 • 50 CFM 1°71 100 CFM CONSTRUCTION NOTES 0 PROVIDE INTERCONNECTING DUCT. 12x12 CD-2/8"0 320 CFM 12x12 CD-2/8"0 320 CFM 10x10 RG -- 320 CFM II - l• CONFERENCE' I ,-12x12 CD-2/8"0 370 CFM JUL -3 2003 HVAC REFLECTED CEILING PLAN - OVERALL SCALE: 1/8' = EXPIRED CITY FEB o 6 mo? PERMIT CENTER REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGiNEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS. INC. All RIGHTS RESER■ED DRAWN BY: MCE CHECKED BY: DEG REVISIONS: C a :a- 0. a co 0 LAJ 03 00 •— 0_ 0) > 0 — c 0 a) 0 VI 00 11=1111111111111■01 DRAWING No. DATE: 10-09-01 PROJECT No. 201-113 M4.1 E 3 _— 1 1 Z 1 1 F-3 F -2 =1 UH 1 WACU -1 MOUNT 72" ABOVE FINISHED FLOOR PROVIDE SLIP IN WALL SLEEVE MOUNTING PACKAGE A A _._ INK JET CONNECT CONDENSATE DRAIN TO EXISTING DOWNSPOUT SIZE PER MANUFACTURERS RECOMMENDATIONS. - - --- - -1-- INK JET „ INK ET C) )'a "G UP AHU -1 ON ROOF C) Y 2 G INK JET BUILDING STAR 201 a 8 "o PLANT LUNCH ROOM 101 ` 10/10 =�8 "0 S -1 ® OTHEk G 8 "o TO AHU -1 a CONNECT 1}j• G TO EXISTING J ! I POC -\ TREE 1 I14 /12- `�, NEW SHIPPING OFFICE ,122 „ NEW PAOO -- • 134 ; TCHEN 106 MENS WOMENS �i 14/12 UP TO EF -1ON ROOF CD . I 8 COMPUTER EQUIPTMENT f EXISTING 114 1,1 ,,-EXISTING GAS METER NIL 107 8 6 " I� --�"� i + 19 r r CIIIIIIIIII — " 10 "0- TO ACU - 3 GAS PRESSURE REGULATOR 73 CFH ® 2PSI INLET PRESSURE AND 14 "Wd OUTLET PRESSURE. VENT TO ROOF, TERMINAT IN A 90' ELBOW DN. i i GENERAL NOTE AIR HANDUNG UNITS AHU -1, 2 & 3 SHALL BE SET TO MAINTAIN A SPACE TEMPERATURE OF 44T. 14/14 -RARING SCI 411) 12/12 10 "0 OPEN O FILE LAN DSCA PE OFFICE 1 " G U P In I E "STING ADD I ©22/14 -- 1 / .10 "0 CONSTRUCTION NOTES %n l. 8"0 LOADS 1 119 TO ACU -3 O1 30/30 SUPPLY AIR DUCT UP TO AIR HANDLING UNIT ON ROOF. ® 30/30 RETURN AIR DUCT UP TO AIR HANDLING UNIT ON ROOF. ® 30/30 OPEN DUCT PROVIDE 1/4" MESH BIRDSCREEN. ® SEE DETAIL. ® 20/14 UP TO ACU -2 ON ROOF. ® 24/14 UP TO ACU -2 ON ROOF. O7 ACU -2 ON ROOF. ® 22/14 UP TO ACU -3 ON ROOF. ® 26/14 UP TO ACU -3 ON ROOF. 10 ACU -3 ON ROOF. SEE DETAIL. 11 ACU -1 AND DUCTWORK ON ROOF. SEE HORIZONTAL DISCHARGE UNIT AND OUTDOOR DUCTWORK DETAIL. A l \ 12 DUCT PENETRATION THRU CONCRETE WALL PROVIDE WALL SLEEVE AND SEAL WATER TIGHT. 18/18 UP TO ROOF HOOD. GAS VENT UP TERMINATE A MINIMUM 12" ABOVE ROOF IN GOOSE NECK FITTING. i 16 GAS PRESSURE REGULATOR 293 CFH ® 2 "PSI INLET PRESSURE & 14" W.C. OUTLET PRESSURE. © 3/4" GAS UP. 18 PROVIDE A GAS PRESSURE REGULATOR ON ROOF 292 CFH © 2PSI INLET PRESSURE AND 14 "WC OUTLET PRESSURE. PROVIDE A 1Y2" CONNECTION TO UNIT. poi - 335 HVAC FURRED CEILING PLAN - OVERALL `, 4 EXPIRED JUL -3 2003 SCALE 1/8' = 1' -0' CITY OF T FEB 0 6 MO? PERMIT CENTER I Ki 5 ' w e gv a: on v � r 3 Q� ta REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: MCE CHECKED BY: DEG REVISIONS: 2 -4 -02 / \ DELETE FROM SCOPE DRAWING No. M4.2 DATE: 10 -09 -01 PROJECT No. 201 -113 I NOTE: 1. AFTER INSTALLATION OF UNIT — PROVIDE A WEATHER SHIELD OVER ALL DUCTWORK OUTSIDE THE BUILDING ENVELOPE. SEE DETAIL THIS SHEET. 2. SEE TYPICAL ROOF MOUNTED HVAC UNIT DETAIL FOR FLASHING. SECURE TO DUCT WITH TABS 1 6" WIDE @ 24" O.C.(2 SIDES) ROOF —\ SET PAN ON NON — HARDENING MASTIC. ---\ ROOF NOTES: 1. SEE TYPICAL ROOF MOUNTED HVAC UNIT DETAIL FOR FLASHING. HORIZONTAL DISHCHARGE ROOF MOUNTED HVAC UNIT INSTALLATION DETAIL 100% OUTSIDE AIR INLET NOT TO SCALE FILTER SECTION BLOWER CABINET SECTION CURB NOT TO SCALE NOT TO SCALE INSULATE PER SPEC 1 1 /4 "X1 °xYg GALVANIZED ANGLE. SUPPORT (WELDED) 4 "x4 "x2" 20 GA. GALVANIZED PITCH PAN. FILL PAN WITH PITCH. LAG FOOT TO ROOF DECK. DUCT SUPPORT ON ROOF DETAIL I L J L DUCT DUCT FURNACE FURNACE AIR AIR F LOW FLOW SUPPLY DUCT —SIZE AS INDICATED ON FLOOR PLANS. DOWNTURN PLENUM OSA HOOD S o o o o1 lo o 0 0 1 TRUSS (TYPICAL) 30/30 FURNACE INSTALLATION DETAIL RETURN AIR DUCT F WALL DUCTWORK SIZE PER PLANS SCALE: NONE ATTACH CABLE FROM DUCT COLLAR TO NEAREST STRUCTURE AT APPROX. 45' ANGLE. (TYPICAL OF 4) DUCT COLLAR, MOUNT OF DUCT LENGTH FROM CEILING. 30 x18 DS (2 TYP.) MOUNT OUTLETS AS HIGH AS POSSIBLE 24° MIN SHEATHING U DOUBLE WALL FLUE CEILING BACK DRAFT DAMPER NOT TO SCALE ROOF HOOD DETAIL FLUE CAP W /DAMPER BOTTOM OF FLUE CAP SHALL BE 2' -0" MINIMUM ABOVE ANY ROOF WITHIN 10' -0" NON— HARDENING CAULK FLASHING 2" MIN. CLEAR Z ESCUTCHEON PAINT TO MATCH CEILING FLUE THRU ROOF DETAIL RELIEF HOOD PENN AIRETTE ;I ROOF CURB I; FLASH & COUNTER FLASHING ROOF ►� BY GENERAL CONTRACTOR SHEETMETAL CAP RUN DUCTWORK BETWEEN JOISTS SEE DO NO ROOF SPRING VIB ISOLATORS (4 INSTALLATION DETAIL NO SCALE NOTE: VERIFY PITCH OF ROOF AND PROVIDE BLOCKING AND FLASHING AS REQ'D EXHAUST FLUE RODS (4 REQ'D� CTUREAL PLANS. SPEND FROM CAL) G G' PICAL GAS UNIT HE A ER ANCHOR EXHAUST FAN TO CURB. SEAL WEATHERTIGHT ALL AROUND — RUN FLASHING UP UP UNDER FAN BASE SEAL. FLASHING, COUNTER FLASHING AND BLOCKING. BACK DRAFT DAMPER TRANSITION DUCT FROM MAIN DUCT SIZE TO DAMPER OPENING SIZE AS REQUIRED. NOT TO SCALE GASKET BY EQUIPMENT MANUFACTURER. WOOD NAILING STRIP BY G.C. COUNTER FLASHING BY MECH. CONTRACTOR. TREATED BLOCKING CANT & MOUNTING FRAME BY MFR. ROOF MOUNTING FRAME FURNISHED WITH UNIT. EXHAUST FAN BIRD SCREEN PRE —FAB CURB WITH 1 -1 /2" INSULATION. ROOF NOTE: FLASHING AND CURB -0 BE SEAL WEATHERTIGHT ALL AROUND TYPICAL ROOF MOUNT EXHAUST FAN INSTALLATION DETAIL FLEX CONNECTION SUPPLY DUCT SIZE AS INDICATED ON FLOOR PLANS. NOT TO SCALE j 4 ROOF TOP HEAT PUMP 1" INSULATION BY M.C. JUL — 3 2003 ROOF MOUNTED HEAT PUMP ECONOMIZER HOOD RETURN DUCT SIZE AS INDICATED ON FLOOR PLANS. FINISHED ROOF TYPICAL ROOF MOUNTED HVAC UNIT INSTALLATION DETAIL EXPIRED RECEIVED ' CITY or TUKWILA FEB 0 6 2002 PERMIT CENTER REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. AU. RIGHTS RESERVED. DRAWN BY: MCE CHECKED BY: DEG REVISIONS: A 2 -4 -02 DELETE FROM SCOPE DRAWING No. M5.01 DATE: 10 -09 -01 PROJECT No. 201 -113 4 ELECTRICAL LEGEND SYMBOL DESCRIPTION LAMPS RECESSED FLUORESCENT UGHT FIXTURE MOUNTING & REMARKS SURFACE OR PENDANT MOUNT FLUORESCENT UGHT FiXTURE PRESCOUTE CFT832EB- STF802 (1) 32W PLT 35K WALL MOUNT H.I.D. UGHT FIXTURE SURFACE FLUORESCENT LIGHT FIXTURE RECESSED COMPACT FLUORESCENT UGHT FIXTURE FLUORESCENT STRIP UGHT (1) 32W PLT 35K 277V 33W FIXTURE WITH EMERGENCY BATTERY PACK RF2 WALL MOUNTED EXIT UGHT FIXTURE EXIT UGHT WITH TWIN HEAD FLOOD 277V 93W EMERGENCY BATTERY PACK WITH TWIN HEAD FLOOD RF3 1 .6) .6 0 :11 =a) 0 / DUPLEX RECEPTACLE (E INDICATES EXISTING TO BE REPLACED) DUPLEX RECEPTACLE (G INDICATES GROUND FAULT CIRCUIT INTERRUPTER) DUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER) FOURPLEX RECEPTACLE TWIST LOCK RECEPTACLE OUTLET DROP CORD WITH KELLUM GRIP, 120V OR 208V, PHASE AND AMPERES AS INDICATED. TWIST LOCK RECEPTACLE OUTLET DROP CORD WITH KELLUM GRIP, 480V, PHASE AND AMPERES AS INDICATED. FOURPLEX DROP CORD WITH KELLUM GRIP SPECIAL PURPOSE OUTLET - 1 PHASE HOMERUN TO PANEL & CIRCUIT NUMBERS AS INDICATED ON PLANS RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE GROUNDING CONDUCTOR FLEXIBLE CONDUIT GROUNDING SYSTEM PER CODE JUNCTION BOX - SIZE PER CODE MOTOR CONNECTION MANUAL STARTER DISCONNECT SWITCH FUSED DISCONNECT SWITCH EXISTING ELECTRICAL PANEL SF3 120/208 VOLT PANELBOARD SINGLE POLE SWITCH THREE WAY SWITCH TWO SINGLE POLE SWITCH - EAGLE CATALOG# 271V OR EQUAL MULTI - GANGED SWITCH (LOWER CASE LETTERS INDICATES SWITCHING) OCCUPANCY SENSOR (LIGHTING CONTROL) TELEPHONE /DATA JUNCTION BOX (4 /S BOX WITH SINGLE GANG MUDRING AND COVER PLATE) 3/4 "C. TO ACCESSIBLE CEILING SPACE EXISTING TELEPHONE /DATA JUNCTION BOX CONSTRUCTION NOTES W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. Lffeffirli le FOXTURE SCHEDULE SYMBOL DESCRIPTION LAMPS MOUNTING & REMARKS RF1 PRESCOUTE CFT832EB- STF802 (1) 32W PLT 35K 277V 33W RF1 E PRESCOUTE CFT832EBEM- STF802 (1) 32W PLT 35K 277V 33W RF2 COLUMBIA P424332GSP38SEB8277 (3) 32W -T8 35K 277V 93W RF3 COLUMBIA 4PS24332GFSAl2EB8277 (3) 32W -T8 35K 277V 93W RF3E COLUMBIA 4PS24332GFSAl2EB8277EL (3) 32W -T8 35K 277V 93W SF1 COLUMBIA WC2- 217 - EB8277 (2) 17W -T8 35K 277V 36W SF2 COLUMBIA WC4- 2132 - EB8277 (2) 32W -T8 35K 277V 62W SF2E COLUMBIA WC4 - 2132 - EB8277 -EL (2) 32W -T8 35K 277V 62W SF3 COLUMBIA WCW4- 332 - 3EB8277 (3) 32W -T8 35K 277V 93W SF3E COLUMBIA WCW4- 332 - 3EB8277 -EL (3) 32W -T8 35K 277V 93W SF4 COLUMBIA CS4- 232 - EB8277 (2) 32W -T8 35K 277V 62W SF5 COLUMBIA CS8- 259- E88277 (2) 59W -T8 35K 277V 120W SF5E COLUMBIA CS8- 259 - E68277 -EL (2) 59W -T8 35K 277V 120W WF1E COLUMBIA W2- 117 - EB8277 -EL (1) 17W -T8 35K 277V 18W PH1 LITHONIA THP400MA22TBSFLCP (1) 400W SMH 277V 461W PENDANT MOUNT WITH BOTTOM OF FIXTURE EVEN WITH BOTTOM OF ROOF GLULAM BEAMS, PROVIDE WITH 10' CORD WITH LOCKING PLUG. PH2 LITHONIA THP400MA22TBSFQRSLCP (1) 400W SMH 277V 461W PENDANT MOUNT WITH BOTTOM OF FIXTURE EVEN WITH BOTTOM OF ROOF GLULAM BEAMS, PROVIDE WITH 10' CORD WITH LOCKING PLUG. EX1 PRESCOLITE EDC1GEN LED 277V EX2 LITHONIA LH2MA1R277 LED 277V EM1 LITHONIA ELU4277 : (2) 12W HALOGEN 277V 30W MOUNT 4)15' AFF, PROVIDE WITH MOUNTING SHELF AND WIRE GUARD a E • Doi -33s EXPIRED JUL 3 2003 CITY OF M FEB o 6 2002 PERMIT CENrEE REUSE OF DOCUMENTS ALL MATERIAL HERON CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE DICKERS, INC. ALL RIGHTS RESERVED. DRAWN BY: REVISIONS: HMS CHECKED BY: CAH DRAWING No. E1.0 DATE: 10 -9 -01 PROJECT No.201 -113 4 E10_201-113.dwg Dote/T;me: October 08, 2001 1= 1 HENRYS Xrefs: X z 0 (f) 0• 0 _ I N ti F I- F I- -I e >: UNIT HEATER TO BE REMOVED 4 - I -- -- --- - - ___-p F -4 1- MEZZANINE I- -I WIREWAY TO BE REMOVED U NIT HEATER TO BE REMOVED I- STAIRS i I I „ I !� rJ UNIT HEATER TO BE REMOVED DOWN -I UNIT HEATER TO BE REMOVED UNIT HEATER TO BE REMOVED 19 III III I'' PANEL 'M' ABOVE IN ',/ MEZZANINE TO BE REMOVED F -p F F I- 1- -4 II rriN I- 1- F I- GAS UNIT HEATER TO BE REMOVED I c UNIT HEATER TO BE REMOVED I!I IH L I- F F I- 1 r -- t STAIRS �,i i 7.1 ^ • -4 1- ----I I - MEZZANINE PANEL 'A3' (16X6X45) _.) UNIT HEATER TO BE REMOVED HEATER TO BE REMOVED I- HEATER SWITCH ▪ -- ---- -, PANEL 'P5' TO REMAIN PANEL 'P4' P TO REMAIN F PENDANT FIXTURE T r n T I I I I I LJ i II II Ifit PANEL 'Al' 120/208 TO REMAIN ;: `UNIT HEATER TO BE REMO4D` UNIT HEATER TO BE REMOVED i y I•I II II- I` I- C.T. CAN 1- I —PANEL - Pt - 480V, 30, 3 -WIRE TO RFMMN r - -- SPRINKLER RISER A - �7 . ,a?_ -4 I- -4 DATA BACKBOARD TO REMAIN r Li O FIRE ALARM CONTROL PANEL TO REMAIN MDB -1 277/480V, 30, 4- WIRE,1000A TO REMAIN 15KVA TRANSFORMER 480V 30, 4 -WIRE TO 120/208V 30, 4 -WIRE TO REMAIN NEL 'A3' IP-300A FUSED riISCON Q _ RE#AO 112.5KVA TRANSFORMER ..-' , ! /', // i _ f1,480V, 30, 3 -WIRE 6, TO .120/208V ,30, 4 -WIRE Y i; /; %j TO BE RELOCATED . : '` ; : , ; ; �, , ' ' JUNCTION BOX ' %i i /, ;� /; / -/ /; // /;- ;.• , T6 �E REMOVED / , / / /1/.-1-- /// / / // / / , / .4 / _ 'i /// / / // FUSED DISCONNECT 8E REMOVED .= :/; /, ' !IL'' ' / j � ` PANEL 'A4' , % % / �• % - /TO REMAIN / 1.20/240,10 //� ;,'' / %/ ; / ; j am/ 25KVA TRANSFORMER / 4 80V TO 1201240V - - - r ;'rte .' `ice': / /ABOVE PLATFORM TO RE P1AIN / /;;',� ;,, -y / � — TELEPHONE //// , • /% /1 / ///,-(7,-,///// / ,,..-/////, ..- // /////,', ,, ''/CABINET TO REMAIN =;f' ' / tl - / f //////,/ 4 . // / , / • '' / /; /r- / / /f / /= CONSTRUCTION NOTES 01 RELOCATE EXISTING TRANSFORMER TO NEW LOCATION 1. PER SEE SHEET E4.1. SEE SHEET E5.1 POWER RISER DIAGRAM FOR MORE DETAILS. 0 REMOVE ALL DEVICES AND CONDUCTORS AND CT CAN. SEE SHEET E5.1 POWER RISER DIAGRAM FOR MORE DETAILS. {� ® EXTERIOR LIGHT FIXTURE TO REMAIN, CIRCUIT TO BE KEPT 0 IN TACT AND OPERATIONAL. EXTEND EXISTING C P _ N SHEET E3.1. IXTURE TO BE REUSEIt G TO NEW LOCATION 0 EXISTING EXIT /EMERGENCY LIGHT TO BE RELOCATED. SEE LIGHTING PLAN SHEET E3.1 FOR NEW LOCATION AND CIRCUIT. EXISTING EXIT /EMERGENCY LIGHT TO BE REUSED. CIRCUIT TO BE REVISED PER LIGHTING PLAN SHEET E3.1. Q7 EXISTING RECEPTACLE TO BE REUSED, CIRCUIT TO BE REVISED PER POWER PLAN SHEET E4.1. ® METER BASE TO BE REMOVED, SEE POWER RISER DIAGRAM SHEET E5.1 FOR MORE DETAILS. 3. 0 EXISTING DOOR MOTOR AND CONTROLLERS TO REMAIN, CIRCUIT TO REMAIN THE SAME AND OPERATIONAL. 10 ALL DEVICES SHOWN ON THIS AREA OTHER THAN THOSE NOTED TO BE REMAIN SHALL BE REMOVED. PULL CONDUCTORS AND ANY ELECTRICAL APPURTENANCE. DEMOLITION FLOOR PLAN - OVERALL SEE SHEET E2.2 FOR OFFICE & UNDER MEZZANINE DEMOLITION FLOOR PLAN EXPflD JUL —3 Zo03 Doi -33 GENERAL NOTES THIS DEMOLITION PLAN HAS NO INTENT TO SHOW ALL ELECTRICAL DEVICES NEEDING TO BE REMOVED. ALL WALLS SHOWN DASHED ARE BEING REMOVED. ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED PRIOR TO BID. 2. ALL CONDUIT AND WIRING FOR DEVICES BEING REMOVED SHALL BE REMOVED BACK TO PANEL THAT THE CIRCUITS ORIGINATE FROM. CONTRACTOR MAY REUSE EXISTING CONDUITS FOR ROUTING NEW CIRCUITS. ANY CIRCUITS TO REMAIN WHICH ARE DISTURBED BY DEMOLITION SHALL BE INTERCEPTED AND RE- ROUTED TO EXISTING PANEL CIRCUIT. SCALE 1/8' = 4 RECEIVED CITY OF TUKWILA FEB 0 6 200T PERMIT CENTER i i U OC REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBUSHED 11ORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED 1MTHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: HMS CHECKED BY: CAH REVISIONS: 4 \ 2 -4 -02 DELETE FROM SCOPE DRAWING No. E2.1 DATE: 10 -9 -01 PROJECT No. 201 - 113 I SEE SHEET E2.2 FOR MO.LITION FLOOR PLAN SPARE J- BOX 32X6X31) %/ d 1DKVA TRANSFORMER 277/480V -10 1 TO a20/240V-10 (12X1OX/ANaA2 �0 /240V ;, ... !i ✓ / / / /,/,/,/,'/„/ / %/` _ /// I- ` • / i; II It It -UNIT HEATER II----- - - - - --I I- i 1 I-- It - I t 4 "X4" WIREWAY I,I TO BE REMOVED 1t, -- 4 14 hl II ttt 14 111 I-- I BASEBOARD HEATER I- -4 1 -Ail in — - -- - - -- - _4- - - - -- - - I \-1-, �! I `-\ 1 ! I Y .F. r u1 r1 1 I . — I 4 /// r • r H H I 1I 1-1 -1r II +48" CONSTRUCTION NOTES H 1 I I 0 EXISTING LIGHT FIXTURE TO BE REPLACED WITH NEW, PER LIGHTING PLAN SHEET E3.2. CONTRACTOR TO REUSE EXISTING CONDUIT AND WIRING AS MUCH AS POSSIBLE, EXTEND NEW CIRCUIT AS REQUIRED. Q EXISTING LIGHT SWITCH TO BE REUSED, REPLACE AS DIRECTED ON SHEET E3.2. H 1 I I H II u 03 EXISTING RECEPTACLE TO REMAIN, CIRCUIT TO BE KEPT INTACT SAME AND OPERATIONAL. CD EXISTING DATA /TELEPHONE TO REMAIN. 05 ALL DEVICES SHOWN IN THIS AREA OTHER THAN THOSE NOTED TO REMAIN SHALL BE REMOVED. PULL CONDUCTORS AND ANY ELECTRICAL APPURTENANCE. 4 GENERAL NOTES DEMOLITION FLOOR PLAN - OFFICE & UNDER MEZZANINE EXPIRED JUL -3 2003 D ! -33C 1 . THIS DEMOLITION PLAN HAS NO INTENT TO SHOW ALL ELECTRICAL DEVICES NEEDING TO BE REMOVED. ALL WALLS SHOWN DASHED ARE BEING REMOVED. ELECTRICAL CONTRACTOR SHALL VERIFY DEMOLITION WORK INVOLVED PRIOR TO BID. 2. ALL CONDUIT AND WIRING FOR DEVICES BEING REMOVED SHALL BE REMOVED BACK TO PANEL THAT THE CIRCUITS ORIGINATE FROM. CONTRACTOR MAY REUSE EXISTING CONDUITS FOR ROUTING NEW CIRCUITS. 3. ANY CIRCUITS TO REMAIN WHICH ARE DISTURBED BY DEMOLITION SHALL BE INTERCEPTED AND RE- ROUTED TO EXISTING PANEL CIRCUIT. SCALE 1/8' = 1' -0' • RE CITy O TU (W1LA FEB o 6 ?002 PERMIT CENTE U ) Zat) I (0 615 >< 03u- } C° < W � 8<-!'")-- _ N v) } S1 REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPUCATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: HMS CHECKED BY: CAH REVISIONS: DRAWING No. E2.2 DATE: 10 -9 -01 PROJECT No. 201 -113 I SF4 SF5E 17f #10 15e SF5 (TYP. OF 29) I STORAGE P3- 7,9,11 13d #10 /7/ / / / / / / / / / /// ir P3 -21,23 +25' -0" AFF. J r1 1 I 1 #10 10 0 11c 17f #10 17f #10 17f L -_. - - _� I 11c • 11c 11c EM EM1 #10 ft10 I #10 17 #10 #10 #1 11c 11c I #10 EX2 #10 #10 #10 9b PH2 #1 EM 1 g 9b #10 9b #10 9b #10 L 9b 15e 10 15e #1 15e j #10 15e #1.0 L 0 /BUILDING 10 15e #10 15e #10 #10 13d 13d S 10 2 10 PH2 13d #10 a 10 U 0 D a b C e /7 /7 /i / / /ii /ii///// /iii / / /f /% i' CONSTRUCTION NOTES 0 SEE OCCUPANCY SENSOR DETAIL ON SHEET E6.0 ® PANEL 'P2' IN ELECTRICAL ROOM UNDER MEZZANNINE. 0 PANEL 'P3' IN ELECTRICAL ROOM UNDER MEZZANNINE. ® EXISTING EMERGENCY /EXIT LIGHT FIXTURE TO REMAIN. REVISE CIRCUITING AS SHOWN. 0 NEW LOCATION OF EXISTING EXIT /EMERGENCY LIGHT FIXTURE. SEE SHEET E2.1 FOR EXISTING LOCATION, CIRCUIT AS REQUIRED. SEE SHEET E3.2 FOR CONTINUATION OF CIRCUIT. O7 NE v " - • EXISTING LIGHT , . D CONDUIT AND WI • -" J SEE DEMOLITION 2.1 FOR EXISTING LOCA • CHAIN HANG FIXTURE AT +12' -0" ABOVE MEZZANINE FLOOR. Do33s EXPIRED JUL -3 2003 LIGHTING FLOOR PLAN - OVERALL SCALE: 1/8' = 1' -0' RECEIVE CRY OF TUKIM FEB 0 6 ?at)? PERRIIy CENTER C ge i i r co r Li ! Z c) ' I r§ • r C11(n REUSE OF DOCUMENTS ALL MATERIAL HERON CONSTITUTES THE ORIGINAL AND UNPUBUSHED WORK OF THE ENGINEER AND 11AY NOT BE USED, DUPUCATED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. co 0� w oe L. co Q a 00 V Q 0 0 co DRAWN BY: HMS CHECKED BY: CAH REVISIONS: / \ 2 -4 -02 DELETE FROM SCOPE DRAWING No. E3.1 DATE: 10 -9 -01 PROJECT No. 201 -113 E v StE SHEET E3.1 FOR LtHTING THIS _ AREA 09 01 MIS MI SF3 SF3 12c" 9b r+,. -RF1E RF1E 12c 12c RF1 -- RF3E 'KITCHEN 16e. • 1.6 _t6e_. 14ab RF3E 16e . __ _ _RF SF2 1R 6F, UIPMEIRF3 - - -T - - 1' 1 _ 16ab 16ab • 6 :RFlr 16cd ..k: 1 RF1:i RF1E r SEE SHEET E3.1 FOR LIGHTING THIS AREA ~ M RF2 (TYPICAL OF 16) EX1 RF1 ( TYP.OF 5 I 16 - . RE1`E ,b,c,d, RF2 (TYP.OF 8) -o GENERAL NOTES 1. ALL CEILING HEIGHTS IS 9' -0" EXCEPT FOR 8' -6" CEILING IN NEW PLANT LUNCHROOM. 2. OCCUPANCY SENSORS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. CONSTRUCTION NOTES 01 REPLACE EXISTING SWITCH WITH NEW, CIRCUIT TO NEW LIGHT FIXTURE AS REQUIRED. 02 REPLACE EXISTING SINGLE POLE SWITCH WITH A TWO SINGLE POLE DEVICE SWITCH TO FIT ON EXISTING SINGLE GANG BOX. 0 SEE OCCUPANCY SENSOR DETAIL ON SHEET E6.0. 04 REPLACE EXISTING LIGHT FIXTURE IN THIS ROOM AT SAME LOCATION, AND EXTEND WIRES AND CONDUIT TO NEW CIRCUIT AS REQUIRED. 0 REPLACE EXISTING (2) SINGLE POLE SWITCH WITH A (2) TWO SINGLE POLE DEVICE SWITCH TO FIT ON EXISTING TWO GANG BOX. ® PROVIDE KEYLESS PORCELAIN LIGHT AND SWITCH IN JANITOR'S CLOSET, CIRCUIT AS REQUIRED. 07 SEE SHEET E3.2 FOR CONTINUATION OF CIRCUIT. 0 OCCUPANCY SENSOR TO CONTROL SWITCHES a,c,d,e. SEE OCCUPANCY SENSOR DETAIL ON SHEET E6.0. EXPIRED JUL -3 2003 DO!- 335 LIGHTING FLOOR PLAN - OFFICE SCALE' 1/8' = 1' -0' 4 RECEIVED co- OF T:2„,, FEB 0 6 2002 PERMIT CENTEk I I °'I DPIRES b/2/03 REUSE OF DOCUMENTS ALL MATERIAL HERON CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ENQ €ER AND MAY NOT BE USED, DUPUCATED OR DISCLOSED MATHOUT THE WRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. REVISIONS: V C L ,92 0 co > 3 II` o ai 4 O o ° 0 `� ' o DRAWN BY: HMS CHECKED BY: CAH O v DRAWING No. E3.2 DATE: 10 -9 -01 PROJECT No. 201 -113 A5- 68,70,72 NEW 150KVA TRANSFORMER PANEL 'A5' (SEC 1&2) A5- 67,69,71,73 +42" A5 -1,3,5 +42" 71 +42" 73 A5 #10 A5- 25,27,29 70 - - 67 +42" 69 A5-14,16,18 40A A5-51,53 A5- 13,15,17 # 20A • 30A 30 A5- 26,28,30 A5 -2,4,6 A5 -82,84 A5 -31,35 A5 -43,45 20A A5 55,57 1 A5- 74,76,78,80 # A5- 59,61,63,65 '176 # A3 -40,42 A3 -59,6 82 80 A3- 76,78,80,82 80 INK JET # 74 A3 -55,57 `INK JET #3 P1-20,22,24 A3 =39,41 #10 A3 -36,38 # 66 64 F -- L A3- 68,70,72,74 30A 30A I #10 ,G INK JET INK JET # # 6 58 A3 -51,53 W,G P4 -2,4,6 10 Al -2 54 � #10 BUILDING 'A' +42" A3 -35,37 A3 -47,49 Igr A3- 60,62,64,66 +42" 78 #10 A3- 52,54,56,58 +42" E" A3 -2,4,6 11 10 E STORAGE 11001 EXISTING PANEL 'A3' TO REMAIN (SECTION #2) NEW PANEL 'A3' (SECTION #1) +42" A3 -8,10 PANEL 'P5' PANEL 'P4' PANEL 'A4' P4- 13,15,17 A3 -84 7 II E_ A3- 79,81L 83 1 /' ' 1 E FACP a / /J L-- EXISTING TELEPHONE ' REMA1t i) /; - -r ' i , / //'_://,//7:////-,,/ ' ` / r te �. /.7 / t / /4„/ /' / i / / /1 / // //. /I % / /// 10 11 12 13 14 15 16 18 19 21 EXPIRED JUL -3 2003 1701 -335 CONSTRUCTION NOTES O1 S -1, STICHER, 460V, 30, 80A 42 C -1, ITOH FC -115 CUTTER, 220V, 30, 30A C -2 ETON ROBOCUT -115 CUTTER, 220V, 30, 30A NOT USED J -1, JOGGER, 220V, 30, 30A SW- 1(OVEN), 208V, 10, 20A SW -1(L -BAR), 120V, 10, 11A SW- 2(OVEN), 230V, 10, 25A SW -2(L -BAR), 220V, 10, 15A DRILL, 208V, 30, 10.3A FUGITIVE GLUE, 208V, 30, 35A NOT USED PALLET WRAPPER, 115V, 10, 16A F -1, MBO 30" FOLDER, 220V, 30, 20A F -2, BAUM 30" FOLDER, 208V, 30, 32A F -3, BAUM 26" FOLDER, 208V, 30, 23A F -4, BAUM 26" FOLDER, 208V, 30, 32A F -5, BAUM 23" FOLDER, 208V, 30, 20A CONY, DRYER, 240V, 10, 40A IJ, INK JET BASE, 220V, 10, 20A SF, FRICTION FEEDER, 120A, 1, 1 OA ST, STRAPPER, 115V, 10, 10A T, TABBER, 120V, 10, 10A TIE, TYING MACHINE, 115V, 10, 5A UPS, UPS BACKUP, 125V, 10, 16A DRY -3, DRYER, 240V, 10, 13A INS -1, INSERTER, 250V, 20A • AHU -1, 480V, 30, 10HP ON ROOF ® AHU -2, 480V, 30, 10HP ON ROOF 31 WALL MOUNTED AC UNIT, VERIFY MOUNTING HEIGHT WITH MECHANICAL, 208V, 10, 1OA. Q RECEPTACLE ON ROOF, MOUNT ADJACENT TO CLOSEST UNIT. POWER FLOOR PLAN - OVERALL SCALE' 1/8' = 1' -0' r RECEIVED CITY OF 7UKWILA FEB 0 6 2002 PERMIT „ ENTER i, U giR R t Zrnj > < L j oQ 8 4 - i§->=4 U V) CC W V Z W REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES NE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPUCATED OR DISCLOSED MITHOUT THE MRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE DEERS, INC. All RIGHTS RESERVED. REVISIONS: V C N a co 0 a co o 0 0 w oo a. ▪ O) > O 64 cz .(0 0 0 co 01 DRAWN BY: HMS CHECKED BY: CAH A 2 -4 -02 DELETE FROM SCOPE DRAWING No. E4.1 DATE: 10 -9 -01 PROJECT No. 201 -113 6 Ci V SEE SHEET E3.2 FOR POWER PLAN THIS AREA LOBBY XISTING PANEL 'A3' 0 REMAIN /(SECTION #2) N A3 -7,9 rnN 15,17,19,2 A3 -26 A3— ,3,5 CONFERENCE ( NEW ) =-iJ,12 50A I HALL L NEW RESTROOM 11041 ' / SEE SHEET E3.2 FOR POWER PLAN TI 3I$ AREA V: lfj II •-- , PANEL 'P3' PANEL ! I `-- =ESTROOM — ' 1 I'�1o'cm. E 23,25 27 20, O r 17 MENS `� E A3 -14 E O W G C .. - . E1 1 k �l - -o CONSTRUCTION NOTES 01 ACU -1, 480V, 30, 15MCA ON ROOF ® ACU -2, 480V, 30, 38.1MCA ON ROOF 0 ACU -3, 480V, 30, 38.1MCA ON ROOF ® EF -1, 120V, 10, 1/4HP ON ROOF 05 INDOOR COOLING UNIT, 115V, 10, 2A 0 RECEPTACLE ON ROOF, MOUNT ADJACENT TO CLOSEST UNIT. 07 OUTDOOR COOLING UNIT, 230V, 10, 11 MCA D 330' P '/ 03 • POWER FLOOR PLAN - OFFICE SCALE' 1/8' = 1' -0' CITY O F •Tv F EB 0 6 1002 PERMIT CENTER 5 2-41 i REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBUSHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED WITHOUT THE WRI TTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE ENGINEERS, INC. ALL RIGHTS RESERVED. DRAWN BY: HMS CHECKED BY: CAH REVISIONS: DRAWING No. E4.2 DATE: 10 -9 -01 PROJECT No. 201 -113 L ■ • • • • • • • • • • • • • • • I • • • • ■ ,,MINI ■■■■■ U • U • JUNCTION • BOX I ■ III Ism ■ ■■■ r 1 2 "CONDUIT WITH <' (3) #3/0 AWG –Cu � REMOVE EXISTING if - 3' CONDUIT WITH (3) If 350MCM Cu AND (1) 13/0 Cu 3' CONDUIT WITH (4) #35OMCM AWG –Cu 2-1/2" CONDUIT WITH (3) #300 AWG –AL { NEW LOCATION OF TRANSFORMER, SEE SHEET E4.1 FOR NEW LOCATION. ■ III III MI NI ■ MTh ■■■ ■III ■■■ ■■■■■■■■MI NI ■■■■■■ ■ III ■ III MAIM III ■■■MTh 112.5KVA TRANSFORMER 480V, 30, 3 –WIRE A TO 120/208V ,30, 4 –WIRE Y TO BE RELOCATED • GROUND PER NEC INTERCEPT EXISTING CONDUIT ABOVE ROOF FRAMING AND EXTEND TO THE NEW LOCATION OF TRANSFORMER. SPLICE NEW CONDUCTORS IN J –BOX. 3" CONDUIT WITH (4) #350MCM AWG –Cu 2" CONDUIT WITH #6 WIRES TERMINATED AT JUNCTION BOX. r 7-1-1/4 CONDUIT .-> - WITH (3) #2 AWG -Cu -r - - J L_ _J AWG –Cu (SEC #2) —3P-100A FUSED DISCONNECT AE`?nn.II" !! -- 3" CONDUIT WITH ■ / i AND (1) M 3/0 AWG -Cu • 3 • j - PANEL 'A3' ■ ; �, 3P -300A FUSED • __�_� I DISCONNECT iff b, a [ O Li- --- 3" CONDUIT WITH — (3) 350MCM -Cu III - -- �� AND (1) 3/0 AWG -Cu PANE_ 'F5' 'MD6 -2' • 2" CONDUIT WITH\ (4) #2 AWG –Cu s" CONDUIT WITH , v 3P-70A --.0 0--• • PANEL 'P4' ABC\iE IN MEZZANINE t T ■■■■■■■■ ■■ ■■■ ■NI III ■ ■ ■■■ III ■III ■ ■ ■■ ■■■■ III ■■ III ■■III .48C AE-JA 3P -50A j REMOVE CT's AND PULL METER WIRES AND REMOVE ANY ACCESSIBLE APPURTENANCES REMOVE EXISTING SERVICE. PULL CONDUCTORS AND REMOVE ANY ACCESSIBLE APPURTENANCES. • PANEL 'A41 4- \ EXISTING WIREWAY BELOW MEZZANINE TO BE REMOVED REMOVE EXISTING 2 CONDUIT WITH (4) #1/0 AWG –Cu ■ ■ ■ ■ ■ ■ NI ■ ■ ■ ■ ■ ■ • ■ • U 2" CONDUIT WITH U (3) #2 AWG -Cu AND • WIRES FOR WIREWAY U ■ • • • • • • • • • • ■ ■ • • • • • • • • ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■I� \-1" CONDLiT WiTh I (3;2 –C • REMOVE EXISTING C.T. CAN DIAGRAMMATIC • PANEL 'A5' SEC. #2 EXISTING ELECTRICAL DEVICES TO BE REMOVED POWER RISER DIAGRAM t2 - 1 /2' CONDUIT WITH (4) #4/0 AWG –Cu • PANEL 'A5' SEC. #1 (2) RUNS OF 2" CONDUIT WITH (4) #3/0 AWG –Cu IN EACH RUN REMOVE METER OUTSIDE THE BUILDING. (2) WITH H (4) #3/0 AWG–Cu IN EACH RUN 1 / 2-1/2" / 2" CONDUIT WITH (3) #300 AWG - TIMER/ N LIGHTING CONTROL PANEL '- EXISTING METER OUTSIDE THE BU''I' 1 0Y 'A\ T PAl1SFOPME"P : e o / 24O`I - ' 41 12,10:(19) ---R ;PANEL 'A2 1(11)( 120/240` • 1-1/4" CONDUIT WITH (3) #1 & (1) #6 AWG –Cu GROUND PER NEC PANEL 'A ' 120/208 (15X4X26) ��\- - 0 I t NEW 150KVA DRY TYPE TRANSFORMER 480V, 30, 3 –WIRE TO 120/208V, 30, 4 –WIRE PANEL 'P 1 ' 480V, 30, 3 -WIRE (26X6.5X45) 3/4" CONDUIT WITH " " CONDUIT WITH (3) #8 AWG –Cu 3) #8 AWG –Cu (32X6X31) SPARE J –BCX poi- 355 i r2 –1 /2' CONDUIT WITH (3) #4/0 AWG –Cu d C. • 2" SPARE CONDUIT -30A ♦ -0 1-1/4" CONDUIT WITH (3) #10 AWG -Cu AND (1) #6 AWG -Cu 15KVA TRANSFORMER 480V 30, 4 -WIRE TO 120/208V 30, 4 -WIRE (19X 16X24) ,— PANE; 'P2' (22: {6X35) PANEL 'P3' (22X6X35) 2" CONDUIT WITH (4) #.4 AWG –Cu 2" CONDUIT WITH (L #1/0 AWG -AL 2" CONDUIT WITH (3) #3/0 AWG -Cu WITH (1) #6 - 3P-150A —0 0 3P 225A �. C —o 3P -150A • —0 0 3P 70A 3P-150A — 0-- LINEWEIGHT LEGEND LIGHT LINE WEIGHT INDICATES EXISTING TO REMAIN HEAVY LINE WEIGHT INDICATES NEW WORK HEAVY LINE WEIGHT INDICATES EXISTING TO BE REMOVED w 4. - -'MDB- ' 277/ 480V, 30, 4- WIRE,1000A EL 'P' NEW 150KVA TRANS. PANEL 'P4' PANEL 'A' (2) SPARE PANEL 'A' (1) TO UTILITY TRANSFORMER (2) RUNS OF (3) #500MCM AND NEUTRAL RECEIVED ary cF rin/ FEB 0 6 2002 PERMIT CENTER REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBUSHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPUCATED OR DISCLOSED YATHOUT THE MRITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE MINERS, INC. ALL RIGHTS RESERVED. DRAWN BY: HMS CHECKED BY: CAH REVISIONS: U ▪ a w ° v a) W t3 L.. 0, 0 CO ON 0 DRAWING No. E5.1 DATE: 10 -9 -01 PROJECT No.201 -113 PANEL A5 (SECTION #1) * 3- PHASE 4- WIRE 120/208 VOLTS 400A AMPS MAIN BREAKER SURFACE MOUNT 42 POLES BOTTOM FEED AIC MIN. LOAD CIRCUIT DIRECTORY +CKT CKT I CKT CKT CIRCUIT DIRECTORY 1 !N0. BRKR ABC BRKR N0. LOAD KT NO. 1 3P • CK? CKT B R, R N O. 3P 2 LOAD 11432 C -1, ITOH FC -115 CUTTER 3 1 • 4 C -2, ITOH ROBOCUT 11432 3P / / / 15A 2 4 o 5 40A • 40A 6 SPACE 3 5 - 73P 7 • SPACE 3P 8 12609 FUGUTIVE GLUE - 0 F -3 9 I • 3P ' 10 FUGUTIVE GLUE - 0 F -4 12609 11 50A SPACE 9 • 50A 12 • 10 13 3P • TRANSFORMER - PANEL 'A2' 3P 14 11 7205 F -1 15 • 16 F02 11529 LI�I "� RE i 17 30A • 3P 1.1111 • 40A 18 SPARE 3!"Mt :..--1.64 1P , - 20A 19 3P 1 1 ; 3P 20 �15A 8286 F-3 21 ' • ! 22 F -4 11529 3P / • I r 15A 23 30A . • 14 16 18 • 40A 24 SPARE 1P 20A 25 3P 4• _ 26 9977 7205 F -5 27 _L3P 1 28 J -1, JOGGER 5764 I 29 30A I 28505 2800 • 20A 30 1P 20A r 8320 CONY, DRYER 31 2P • 18 12P 32 CONV, DRYER 8320 1844 UNSWITCHED PLANT LIGHTS 1 19 1P 33 50A • / 50A 34 - tr'r '+ I # SPACE ONLY 35 37354 11' `'^" 36 SPACE ONLY 20A 23 r 20A t 37 24 • 1 37354 38 TOTAL VA 48,434 CURRENT 58 AMPS DEMAND VA 57,773 DEMAND CURRENT 70 AMPS SPACE - , - - 26421 TOTAL VA 37,354 CURRENT 45 AMPS I DEMAND VA 46,693 DEMAND CURRENT 56 AMPS 39 40 SPACE ONLY 41 42 SPACE ONLY PANEL 'P1 3- PHASE 3- WIRE 480 VOLTS MAIN LUGS SURFACE MC'. NT 24 POLES TOP FEED AIC MIN. LOAD CIRCUIT DIRECT-CAW KT NO. CKT BRKR A. B C CK? CKT B R, R N O. C RCUIT DIRECTORY LOAD LOAD SPACE 1 1 1 3P / / / 15A 2 4 o � PARE SPACE SPACE 3 5 3 SPACE 7 3P • 3P 8 5 SPACE 9 6 • 10 TRANSFORMER - PANEL 'Al' 18528 TRANSFORMER - PANEL 'A2' 7 9 11 20A 1 } % 30A 12 IT A; - -A! -_, I ' I;I LI�I "� RE i 13 15 1 7 3P 1.1111 !j 3P f 114 ; / 16 SPARE 3!"Mt :..--1.64 1P , - 20A SPARE 1 1 r 5OA �15A ( •''30A'18 1P 20A • 1 P - 20A 19 21 23 3P / • I r 15A 3P A 20 3P 4 -� 14 16 18 • SPARE 1P 20A 12 ■ L..- 30A 24 AHU - 1 9977 St�WRE 2 , 1P 20A - -- TOTAL VA 28,505 CURRENT 34 AMPS DEMAND VA 27,829 DEMAND CURRENT 33 AMPS I 28505 PANEL 'P2' (EXISTING) 3- PHASE 4- WIRE 277/480 VOLTS 225 AMPS MAIN LUGS SURFACE MOUNT 24 POLES TOP FEED AIC MIN. LOAD CIRCUIT DIRECTORY CKT N0. CKT BRKR A g C CKT BRKR CKT NO. CIRCUIT DIRECTORY LOAD SPACE 1 2 SPACE SPACE 3 4 SPACE ._ - SPACE 5 6 SPACE 1 1080 TRANSFORMER - PANEL 'A2' 7 9 3P / • 3P ` 8 10 IT A; - -A! -_, I ' I;I LI�I "� RE i 3227 PLANT LIGHTING - EAST r I I '.-f I` 3!"Mt :..--1.64 1P , - 20A 10 1 1 r 5OA • 50A 12 1P 20A • 1 P - 20A 13 15 7 3P 4 • /� / 50A 2766_ PLANT LIGHTING - WEST 3P 4 -� 14 16 18 • 1P 20A OPf 1 C1- ,NI -' EAST 2369 St�WRE 2 , 1P 20A 1 p 20A 50A LIGHTING - OFFICE &RESTROOM (WEST) 2800 2952 PLANT LIGHTING - & OFFICE ' 7 1P 20A 19 3P • 18 3P 20 1844 UNSWITCHED PLANT LIGHTS 1 19 1P 20 - tr'r '+ I # 22 PANEL 'P3' 37354 11' `'^" 20A 23 r 20A t 70A 24 • 1 37354 11080 TOTAL VA 48,434 CURRENT 58 AMPS DEMAND VA 57,773 DEMAND CURRENT 70 AMPS PANEL 'P3' (EXISTING) 3 - PHASE 4- WIRE 277/480 VOLTS 100AMPS MAIN LUGS SURFACE MOUNT 24 POLES TOP FEED AIC MIN. LOAD CIRCUIT DIRECTORY CKT N a CKT BRKR A B C CKT BRKR CKT NO. CIRCUIT DIRECTORY LOAD SPACE 1 2 SPACE _ SPACE 3 4 SPACE ._ - r7An -- 5 6 SPACE _3688 _PLANT LIGHTING - EAST 7 1P-20A • 1P-20A 8 IT A; - -A! -_, I ' I;I LI�I "� RE i 3227 PLANT LIGHTING - EAST 9 1P- 20A 1P , - 20A 10 0 '717 . 1 +9P1 IT I 2305 3688 PLANT LIGHTING - WEST 11 1P 20A • 1 P - 20A 12 LIGHTING - OFFICE &RESTROOM (EAST) 3459 2766_ PLANT LIGHTING - WEST 13 1P • 1P 20A 14 LIGHTING - LUNCHROOM & MEZZ. 2369 3688 PLANT LIGHTING - WEST 15 1P 20A 1 p 20A 16 LIGHTING - OFFICE &RESTROOM (WEST) 2800 2952 PLANT LIGHTING - & OFFICE ' 7 1P 20A 371 18 1844 UNSWITCHED PLANT LIGHTS 1 19 1P 20 - tr'r '+ I # I SI IC6PARE P. ! LIGHTS BUILD. 11' `'^" 20A 22 _ 2204 A/0 EXTENSION , 21 ' _e . ' .. . e ` _ 1 • 24 SPACE - , - - 26421 TOTAL VA 37,354 CURRENT 45 AMPS I DEMAND VA 46,693 DEMAND CURRENT 56 AMPS 10933 _ 360 ^ NEW PLANT RECEPTACLE __ 360 _ NEW PLANT RECEPTACLE 360 _ NEW PLANT RECEPTACLE STrj A t: 4160 INSERTER 2288 ROOFTOP COOUNG UNIT SPACE ONE SPACE :,+N_. TOTAL VA 18,528 16068 DEMAND VA 17,852 * PROVIDE WITH FEED TRHU LUGS • 21 / 40A 23 2P 251 20A 2 Tc A 1 5 R F i 1 o ✓ 40A 22 24 26 1 28 130 J SPACE ONLY SPACE ONLY CURRENT 51 AMPS DEMAND CURRENT 50 AMPS w a OS AIC LOAD ROOFTOP RECEPTACLE 360 SPARE • _.:.. ? ` ' _APV PANE- 300 T� c vA C r nanc 1- .e POET ABOVE 1800 r ' JA i • _P i 2 I . - - SPARE c A JA • ^ r'/ 40A • . 4 T ^ F jr SPARE 4 0 A ! 1 8 fl2P 120 f =A_;r' - - • SPARE SPARE 2460 1 NEW PANEL A3 (SECTION # 1) * 3- PHASE SURFACE MOUNT CKT LOAD CIRCUIT DIRECTORY 1900 RECEPTACLE- OFFICE 900 720 360 360 360 360 180 180 180 180 180 180 180 180 8320 RECEPTACLE -OFFICE RECEPTACLE - COMPUTER ROOM RECEPTACLE - COMPUTER ROOM CONV, DRYER - 0S -1 8320 CONY, DRYER - U #1 3120 CONY, DRYER - 0 IJ #3 * PROVIDE WITH FEED THRU LUGS PANEL AS (SECTION #2) 3- PHASE 4- WIRE 120/208 VOLTS 400A AMPS MAIN LUGS SURFACE MOUNT 4 POLES _ TOP FEED AIC MIN. CKT CKT I CKT CKT CIRCUIT DIRECTORY LOAD NO. BRKR A g C BRKR NO. 43 2P 7 45 730A 4160 SW -1 (OVEN) - ® F -2 47 2P 49 5200 SW -2 (OVEN) - 0 F -1 LOAD CIRCUIT DIRECTORY 7205 INK JET BASE - 0 F -3 3120 SW -2 (L - BAR) - 0 F -1 55.2P ' 57 20A 1920 -FRICTION F -3 59 1 P- 20A 1200 FRICTION FEEDER - ® F -3 61 1200 TABBER - 0 F -3 63 1800 TIE/STRAPPER - 0 F -3 65 360 PLANT RECEPTACLE 67 360 PLANT RECEPTACLE 69 360 PLANT RECEPTACLE 71 360 PLANT RECEPTACLE 73' 1320 SW - (L - BAR) 1 : 7 - 0 F - 2 75 1320 SW -1 (L - BAR) - ® F -4 77 84942 SPARE SPARE SPARE TOTAL VA 177,250 DEMAND VA 126,623 NO. BRKR A 1 1P-20A • 3 1P- 20A 5 1P -20A 7 1P -20A - : 9 1P-20A 11 1P -20A 13 -20A • 15 1P -20A 17 1P -20A_ 19 1P -20A • 21 1P -20A _ 23 -20A 25 1P- 20A • 27 11 20A 29 1P- 20A 31 2P 33/ 50A 35 2P 37 39 2P 41 4- WIRE 120/208 42 POLES CKT I CKT 30A 51 2P 53 30A 79 81 83'1P -20A C;btM nu 1P- 20A 2 P- 20A 4 • 1P - 20A 6 1P -20 8 1P- 20A 10 • 1P -20A 12 1 P- 20A 1 16 • 1P -2OA 18 1 P- 20A 20 1P -20A 22 • 1P -20 24 1P -20A 26 1P- 20A 28 I 30 132 34 36 50A • 5OA 38 40 30 50A 42 • 2P 44 INK JET BASE - ® F -4 30A . 46 2P 48' SW -1 (OVEN) - 0 F -4 50 52 SW -2 (OVEN) - _ ® F -3 30A 54 2P 56 SW -2 (L -BAR) - 0 F - 20A 58 1P- 20A 60 UPS - 0 F -4 62 FRICTION FEEDER - ® F -4 64 TABBER - 0 F - 66 TIE /STRAPPER - ® F - 68 PLANT RECEPTACLE 70 PLANT RECEPTACLE 72 PLANT RECEPTACLE 74 OFFICE RECEPTACLE 76 OFFICE R EPTACLE 78 30A 2P e VOLTS 300 AMPS MAIN BREAKER BOTTOM FEED CKT CIRCUIT DIRECTORY PLANT RECEPTACLE PLANT RECEPTACLE PLANT RECEPTACLE PALLET WRAPPER R PA EF -1 INDOOR COOUNG UNIT RECEPTACLE - OFFICE RECEPTACLE -OFFICE RECEPTACLE -LUNCH ROOM RECEPTACLE -LUNCH ROOM ROOFTOP RECEPTACLES SPARE SPCE ONLY SPACE ONLY SPACE ONLY CONY, DRYER - 0 IJ #2 CONY, DRYER - 0 IJ #4 MC MIN. LOAD 720 I 720 720 1PIP 670 240 360 180 0 360 720 8320 8320 7205 4160 I 5200 3120 1920 1200 1200 1800 360 360 360 360 360 1P- 20A 80 [ANT RECEPTACLE 2P 82 ' AC UNIT - SMALLL OFFICE 20A 84 CURRENT 492 AMPS DEMAND CURRENT 352 AMPS 7 92308 :J'f`p A3 _,E) 7 1.1 Y- LOAD j CRC 'ill T;11, ** 7205 IN JET BASE - 6 S -1 7205 IN JET BASE - ® IJ 11 18000 1100A TELEPHONE CABINET 7205 IN JET BASE - 0 U 13 7205 IN JET BASE - 0 U 14 i 4160 . SW - 1 (OVEN) - ® S -1 I ** 1920 UPS - 0 S -1 ** 1200 FRICTION FEEDER - 0 S -1 ** 1200 TABBER - 0 S -1 ** 1800 TIE /STRAPPER - ® S - 1320 SW -1 (L- BAR) - ® S - 1800 PALLET WRAPPER RE PTACLE 87180 PANEL P4 (EXISTING) LOAD 11080 1038701 TOTAL VA CIRCUIT DIRECTORY SPACE ONLY SPACE ONLY SPACE ONLY 66511 S1 - STICHER 16302 PANEL 'P5' 3- P ASE 4- f /I"r SURFACE MOUNT 42 r ; KT f CK!. 3RK R 43 P� 7 1 J2P 44 IN JET BASE - O U 12 .45 30A / 30A 46 47 P L • - _:A 48 ME 49 30A • 1117F- , 50 TAR; .-,31. 144,691 TRANSFORMER - PANEL 'A4' TOTAL VA 179,642 DEMAND VA 159,689 55 -P 57 .59 61 63 2P 65 Y 51 P " P- ISM 52 UPS - ® U #1 53 100A ' I • a- 20A F 54 FRICTION FEEDER - 0 U #1 56 TABBER - 0 IJ #1 30A + "' P- 20A 58 TIE /STRAPPER - 0 U 11 y p 20A 60 UPS - 0 II #2 • 1 1P- 20A 62 FRICTION FEEDER - 41 ,, #2 • 1 -20A64 3OA P - 20A 66 67 1P- 20A • 1 1 P- 20A 68 69 1P -20A } `' - 20A 70 71 1P-20A • c _ 29A 72 73 1P -20A • - 1 -20A 74 FRICTION FEEDER 0 IJ #� TABBER - O IJ # 3 TIE/STRAPPER - ® IJ #3 • 1P- 20A 76 UPS - 0 IJ #4 • 1 P- 20A 78 FRICTION FEEDER - 0 U #4 • I1 P- 20A 80 TABBER - 0 IJ #4 + 11P- 20A 82 _TIE /STRAPPER - ® U #4 1 ..1 P- 20A 84 RECEPTACLE 75 1P- 20A 77 1P -20A 791P-20A 81 1P- 20A 83 1P- 20A 1 DEMAND VA 105,494 DEMAND CURRENT * RENUMBER CIRCUIT CALLOUT IN LABEL TO SAY "43 -83" & "44 -84" RENAME PANEL TO "PANEL A3 (SECTION #2)" ** REDUNDANT LOAD NOT USED IN DEMAND CALCULATION. POP-33 3- PHASE 4- WIRE 277/480 VOLTS 225AMPS MAIN LUGS SURFACE MOUNT 24 POLES BOTTOM FEED CKT CKT NO. BRKR 1 3 5 7 9 3P 11 ` 13 3P 15 17 100A 19 3P / 21 23 70A CKT A B C PPVR • - �3P - I 30A 3P / 50A 3P I 'OA �P CURRENT 385 AMPS FIRED JUL - 3 2003 CKT NO. 2 10 '2 14 16 TABBER - 0 IJ #2 TIE /STRAPPER - 0 U #2 UPS - ®IJ #3 AHU -2 ACU -3 ACU -2 293 AMPS CIRCUIT DIRECTORY 20 1 22 ACU -1 20A 2R4 CUR RENT 216 AMPS DEMAND CURRENT 192 AMPS 4 j 7205 O • 1920 1200 1200 1800 1920 1200 1200 1800 1920 1200 1200 1800 1 1920 1200 1200 1800 360 57511. AIC MIN. LOAD 9977 31676 1 31676 12470 85749 r'ECEIVED i CRY O F TUKWI FEB 0 6 2 PERMIT CENTER U � a ib g D >< O<u Q 01(17)4 C, 84:§> V z w REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF NE ENGINEER AND HAY NOT BE USED, DUPLICATED OR DISCLOSED IMTHOUT THE WRIT T EN CONSENT OF NE ENGINEER. COPYRIGHT © 2001 BY BCE ENGIt&ERS, INC. ALL RIGH1S RESER4ED. 0 V DRAWN BY: HMS CHECKED BY: CAH REVISIONS: A\ 2 -4 -02 DELETE FROM SCOPE DRAWING No. E5.2 DATE: 10 -9 -01 PROJECT No. 201 -1 13 f 4 I I_,___] LOCK NG AS REQUIRED II EYE LAG SCREW DROP SAFETY SPRING KELLEM #203 -02 -001 SERVICE DROP GRIP K.ELLEN #073 -04 -1279 STRAIN RELIEF GRIP KELLEM #074 -01 -018 CONDUIT DROP CORD DETAIL NOT TO SCALE WOODHEAD #3000 OUTLET BOX FOUR -PLEX OUTLET- 2 -NEMA - 5 -20 R. PROVIDE OTHER OUTLET CONFIGURATION AS NEEDED. �- 6'6" ABOVE FINISHED FLOOR J -BOX OR WIREWAY SQUEEZE CONNECTOR AS REQUIRED S/0 CORD FOR DROP RECEPTACLE. (2) #10 CONDUCTORS PLUS GROUND. PROVIDE OTHER 5/0 CORD CONFIGURATIONS PER NEC AS NEEDED. I HOT • WHT. BLK. RED (LINE) POWER PACK J m 1 WHITE /NEUTRAL EMERG. CIRCUIT POWER CONTROL BLU OUTPUT BLK COMMON RED +24 VDC ONTINUE TO OTHER ROOM SENSORS. NOT TO SCALE OFF SWITCH RED LOAD • L 0 D CEILING MOUNTED SENSOR ULTRASONIC OCCUPANCY SENSOR WIRING DIAGRAM )ci- 335 EX fl(ED JUL -3 2003 1 RECEIVED CITY OF TUKW 1 A FEB 0 6 2002 PERMIT CEAITEF REUSE OF DOCUMENTS ALL MATERIAL HEREIN CONSTITUTES THE ORIGINAL AND UNPUBliSHED WORK OF THE ENGINEER AND MAY NOT BE USED, DUPLICATED OR DISCLOSED IITHOUT THE IMIITTEN CONSENT OF THE ENGINEER. COPYRIGHT © 2001 BY BCE SRS, INC. ALL RIGHTS RESERVED. DRAWN BY: HMS CHECKED BY: CAH REVISIONS: DRAWING No. E6•O DATE: 10 -9 -01 PROJECT No.201 -113 4 •