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Permit D01-384 - GROUP HEALTH COOPERATIVE - COMPUTER ROOM
GHC COMPUTER ROOM REMODEL 12400 E MARGINAL WY S EXPiRED JUL 21 2002 D01-384 Parcel No.: 7340600480 Permit Number: D01 -384 Address: 12400 EAST MARGINAL WY S TUKW Issue Date: 01/22/2002 Suite No: Permit Expires On: 07/21/2002 Tenant: Name: GROUP HEALTH COOPERATIVE Address: 12400 EAST MARGINAL WY S, TUKWILA, WA Owner: Name: GROUP HEALTH COOPERATIVE Address: JIM DOUMA PROPERTY MGMT, 521 WALL ST Contact Person: Name: ALEX CLARK Address: CORNERSTONE ARCH. GROUP, 1904 3RD AV Contractor: Name: Address: Contractor Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: SELLEN CONSTR CO INC . . PO BOX 9970, SEATTLIIi. License No: SELLEC *372 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $465,064.00 SPRINKLERS /AFA DEVELOPMENT PERMIT D01 -384 Start Time: Private: N Private: N ** Continued Next Page ** Phone: (206)448 -4699 Phone: 206- 682 -5000 Phone: 206 - 682 -7770 fQQ'xpiration Date: 06/01/2002 \k\ DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING COMPUTER ROOM FOR CONSOLIDATION OF EXISTING USE AND OFFICE AND TRAINING ROOMS. PLUS (2) EXTERIOR ENTRIES Fees Collected: Uniform Building Code Edition: Occupancy per UBC: End Time: Public: N Public: N $5,026.03 1997 0016 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. Printed: 01 -22 -2002 City of Tukwila doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit d. •s no' presu regulating construction or t e p-rfgrl Signature: Print Name: e authority to violate or cancel the provisions of any other state or local laws I am authorized to sign and obtain this development permit. � J . G 44,/41- D01 -384 (� A Date: Date: r e7° r?■-. 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. Printed: 01 -22 -2002 61; i O 0O 0 ' N W J H N W. W 0 a I- -W Z 1—! 1-- O Z H° 2 Di U m: ;Za 1- t� f' O: z ", ; .0 Z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600480 Permit Number: D01 -384 Address: 12400 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 12/11/2001 Tenant: GROUP HEALTH COOPERATIVE Issue Date: 01/22/2002 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: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 10: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 12: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 14: 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: 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. 17: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) D01 -384 Printed: 01 -22 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 21: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 25: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 26: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 28: 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) 29: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 30: 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) 31: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 32: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 33: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 34: Manual operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 35: 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 doc: Conditions D01 -384 Printed: 01 -22 -2002 .. .. W F ,���¢tv�,,�SP�e. "�C.O�..fN 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) 36: 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) 37: 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) 38: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 39: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 40: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 41: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 42: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 43: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 44: An aisle to and working space shall be provided for each electrical panel. An aisle width not less 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)) 45: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 46: 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) 47: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 48: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Chief 53. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction t performance of work. Signature: Print Name: doc: Conditions City of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 j i,/fpyptr'XR4t; r' D01 -384 Date: / 7Z. 2v�2 Printed: 01 -22 -2002 Project Name / errant, :/�� 4 iiv �r7U � r l.�'Y�P I f�� /�'� �0 uc nstr tction: .. Vale of C j 0 �D Site Mr r ss (include suite nu ether) City State /Zip: 0 9 t i d i A e i v i 9 z S 9 - GtM q / - 7 ; ) / 6 . 6 1 / / 6 / Tax Parcel Number: 7 GC) -nq . -ri0 Property Owner: , r pup , L- Cevp / It/g.. 2e,6 q - Z? 7 (1)61 Street Address City State /Zip: 521 7Afr4g 010 u/4 qg /zi Fax II: q. 8 . 2775 Contractor: l 5� � �r�vAl zjYG . Phone: 4 - O ( a2 ^ 777o Street Address: I City State /Zip: 227 (J .--,z- rtCi /pre Fax 11: 20 �. 6,2S - 'z'Z6='('' Arc 1 + hi ct: e �� //,, _ �a : /�'� /e2iv / y �J i,„7/,,,A. ,i/ r/� • Phone. Zv(o �g2 ^Svc�O Stree City State /Zip: l9` /� .9 g S)14 da � iily l 9Nal Fax lt: 2d� 62./-77/ 7 Engineer: t) 4.w.r-e___ 04YNI� b-4 oc' Phone /-cic. &22-45a0 Street Ad ress: � � S City State/Zip: 5 00 �. � ' c 4 I qP Fax II: 2c?4' 62z - op-2--- Con�t� Person: t �?"I a444._ l o �= �7F� A.6/7 2vrJ,o Phone: &b2 — 9:362o Street A ess: � City State /Zip: l �'D � t' f t- , ''!4 e-z:). / -,4/1 Wiz}- `IA /ol Fax /I: 2 °c 4.z-- 7 7 / 7 Description of work to be done (please be specific). 104 /AP(4 t o f Ao Al cop - r4 - ,,N S o 4 OI 4,9f , shN y v9- 407 ar(o- / -id d(j ( eANs . Aftd 5 (() "4Au(9 'r?-1 . Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /l-lotel Office ❑ School /College /University in Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other _ _ Building Square Feet: 2.701 /3 existing No. of Stories: Area of construction (sq ft): / 7(4 Will there be a change of use? ❑ yes 9 If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 17n Existing fire protection features: 71 sprinklers automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 0--no Attach list of materials and storage location on separate 8 1/2 X 1 1 piper indicating quantities & Material Safety Data Sheets CITY OF TUk - "ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 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 De ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault)//: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use U Water Meter /Exempt it: ❑ Water Meter /Permanent # ❑ Water Meter Temp It ❑ Miscellaneous Curb cut/Access /Sidewalk Size(s): 0 Fill cubic yds. CI CI Size(s): Size(s): Size(s): cubic yds. Sewer Main Extension Water Main Extension 0 Deduct Est. quantity: artrnent) ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. 1 his figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 5-1( -( Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM 11/30 /011 urperruil.rlur BUILDING OWN -I(OR I• UTHO JZ D AGENT: Signature: ,2-_______ Date: ( 0 ,// .7„,677/ � Print name: � i> . c. v -- M � Phone: 2aa G�Z�sc Fax iI coca 62f - 77/7 Address MO/ 3Fv' All-, s* sot, ' sre. City/State/Z Oh wi .L SIVA/ APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER )■. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ I 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) set of working drawings (five(5) sets for structural work), which include : � a II/30/00 (Vomit (lac Site Plan (including existing fire hydrant location(s) 1. 2. 3. 4. 5. 6. 7. North arrow and scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) 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). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 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). 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 ". 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Receipt No.: R0100015 3 9 Initials: KAS User ID: 1684 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt GROUP HEALTH COOP Current Pmts Amount BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600480 Permit Number: X01 -384 Address: 12400 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 12/11/2001 Applicant: GROUP HEALTH COOP COMPUTER ROOM REMODEL Issue Date: Type Method Description Payment Check 8000499 5,016.79 Description Account Code 000/322.100 000/345.830 000/386.904 Payment Amount: 5,016.79 Payment Date: 12/11/2001 02:19 PM Balance: $0.00 3,037.75 1, 974.54 4.50 Total: 5,016.79 1630 :12/12 9716 TOTAL 5016.79 Printed: 12 -11 -2001 �_- W fie 5 —.I C.) U O� Coo CO w W =, W u. Q: -a . Z ▪ 0 Z H w W ;. • cn' 0 E- W W H U , Z U co O Z Parcel No.: Address: Suite No: Applicant: Payee: ACCOUNT ITEM LIST: doc: Receipt city of Tukwila Current Pmts 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 = W, r 2 J C) U O 4 u) 0' ' U) la ' WI J I-' N u_ W 0; Receipt No R020000075 Payment Amount: 9.24 2 Initials: KAS Payment Date: 01/22/2002 02:10 PM u) n ' User ID: 1684 Balance: $0.00 I W ' _! Z H I- O' Z I- TRANSACTION LIST: i0 N; Type, Method Description 'CI H` W W. . t- I 0' Payment Check 7924 9.24 — 0` O' 11 1 Z '_ 0 — O ~! Z 7340600480 12400 EAST MARGINAL WY S TUKW GROUP HEALTH COOPERATIVE ALEXANDER CLARK Amount BUILDING - NONRES PLAN CHECK - NONRES RECEIPT Description Account Code 000/322.100 5.60 000/345.830 3.64 Permit Number: D01 -384 Status: APPROVED Applied Date: 12/11/2001 Issue Date: Total: 9.24 2878 01/23 971.6 TOTAL 9.24 Printed: 01 -22 -2002 Project Info Project Address Group Health Cooperative Date 12/11/2001 12400 East Marginal Way South For Building Department Use Seattle, Washington 98124 Applicant Name: Cornerstone Architectural Group Applicant Address: 1904 Third Avenue, Suite 500, Seattle, WA 98101 Applicant Phone: 206 -682 -5000 1994 Wash$ Ston State Nonresidential Energy Code Complian^e Form F.nvelope Summary Climate Zone ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms FILE COPY EXPIRED JUL 21 200V RECEIVED CITY OF TUKWILA DEC i 1 2001 PERMIT CENTER June, 1995 somaremormommi QQ� D . _.i ' ) A O • 4 •(0 0 ` • .U) W; W=; J am. 'CO ll~ W 0 1: J 11. <Cr C7j Z �.-.. f- O Z 1 D om; , • w uj z Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP HP /BHP Flow Control Location of Service Location Seattle, Washington 98124 Applicant Name: Cornerstone Architectural Group Applicant Address: 1904 Third Avenue, Suite 500, Seattle, WA 98101 Applicant Phone: 206 -682 -soon Project Info Project Address Group Health Cooperative Model No.' Date # # # # # # # ## Total CFM 12400 East Marginal Way South SEER or EER For Building Dept. Use Location Seattle, Washington 98124 Applicant Name: Cornerstone Architectural Group Applicant Address: 1904 Third Avenue, Suite 500, Seattle, WA 98101 Applicant Phone: 206 -682 -soon Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washiggton State Nonresidential Energy Code Complianr9 Form Mechanical Summa MECH -SUM June, 1995 Project Description Chilled water air handling unit with under floor VAV system and electric Briefly describe mechanical system heat. New ductless split system. type and features. Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. applicable. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. " COP, HSPF, Combustion Efficiency, or AFUE, as . s ..}! °.. - ^Y•. ':+ lt"ta: C ^e..t t,.s py';v,:r::.:. i::.*■Sr ) 1. „nl.,r,, System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: a Constant vol? a Air cooled? Packaged sys? Economizer Included? <54,000 Btuh or 1900 cfm? E Split system? i If Heating Only: fl <5000 cfm? <70% outside air? 1994 Wasbblggton State Nonresidential Energy Code Compliap'e Form Mechanical Summ. back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ating/Cocling or Cooling Only Reference ` Sec. 1421 <54 000 Btuh n o 01900 cfm ? • Econo yes / Constant \ Volume? 7 7Packag I yes System Split System yes Included? Re Reference <54,000 Btuh no yes j `Sec. 1423 J f or 1900 cfm? yes r 4 SimpAle llo System Reference Sec. 1420 Use Complex — , Reference System Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Project Info Project Address Group Health Cooperative Model No. Date # # # # # # # ## Total CFM 12400 East Marginal Way South SEER or EER For Building Dept. Use Location Seattle, Washington 98124 Applicant Name: Cornerstone Architectural Group Applicant Address: 1904 Third Avenue, Suite 500, Seattle, WA 98101 Applicant Phone: 206-682-S000 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP HP /BHP Flow Control Location of Service Efficiency Heating Equipment Schedule Equip. ID _ Brand Name Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Mechanical Summa MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washington State Nonresidential Energy Code Complipnce Form June, 1995 Project Description Briefly describe mechanical system type and features. Compliance Option Simple System 0 Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1 If available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). f=- re W UO W= J H U) u_ W I O - WW 0 H � 9- O lil co U Z � O~ Z System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? n Split system? ❑ Air cooled? n Packaged sys? f l <54,000 Btuh ❑ Economizer included? or 1900 cfm? If Heating Only: n <5000 cfm? ❑ <70% outside air? 1994 Wash :ngton State Nonresidential Energy Code Compli—^oe Form Mechanical Summa (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Start ating/Cooling or Cooling Only Reference ■ Sec. 1421 J ..r Econo Included? no yes <54,000 Btuh no 1900 cfm? yes Constant olume? yes it Coded? yes no no Pack ed ye `System n Reference <, Sec. 1423) o 1900 cfm? no 000 Btuh 4 Simple System Allowed Reference S ec. 1420 Y Use Complex Reference System Sec 1 430 J Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Compl - , ystems Checklist MECH -COMP 1994 Washington State Energy Code Compliance Forms June, 1995 Project Address Group Health Cooperative Date 12/11/2001 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH - CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. (Provide calculations 1432 Controls 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control yes 1432.2.1 Air systems Indicate automatic reset 1432.2.2 Hydronic systems Indicate automatic reset yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yes 1434 Separate air sys. Indicate separate systems on plans yes 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Other 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules I 1 no is curciea for any question, proviae explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 I lot Water Supply Temperature Reset Controls Required Air System Serving Multiple Zones Capacity of 11W I eating System Greater Than 600,000 Utah? No No Section 1411.1 Equipment perf. Shall Mat Tables 14.1 throuju 14-3 No Yes Yes Section 1431.1 Calculations of Total On -site Energy Input & Output Required Section 1432.2.1 Supply Air Reset Controls Required (continued on back) 6 1 0 UO co NW . , JH W O g u. Q W Z F - O Z t` W uj 2 o : U C) 0- 0 t— W W u. 0 • • Z' W U = 0 Z Saalon1411.4 Mat be lint Rap 1412.5 Reside Maoptoxasor tint Pump Catmis Coding Clarity > 20.000 Btuh7 tinting& Coding in one Palm! *ply Air> 5000 ChM & CusideAir > 7O'A Cooling capuoty 54.000 Btuh7 A1Fliatiar Imohcs Vaitble Flans? Electric Mier Etkiary ulitthl in EaitiJm7Y Neuman Ming? > 224,000 Bath P7z'1xl Rootcp ttit? Ys r Saban 1433 Air-Side Eco miaz Rauinxl Section 1412.6 Matting or SUgal Ca txstiat Cmtds Rafael Salim 1436 5OYoMahe I int Rcmcvy System Rapind Cooling Calndty> 84,003 Bab? Fos er Purrs >10t6'? Total Bldg CLPlitY > 240.00013td,? Saban 1438 Vaioble Flow ll.Nices Ru thul Mechanical - Comple Systems (back) MECH -COMP 1994 Washington Stale Energy Code Compliance Forms 1 (continued from front) O 1 SWYion 1435 Fan Powaul Ionia)] Buts Raritul Ycs VAV N.., Systud! / \ // r N I Satan 1435 Sinultuuxs tinting & Cooling Podebital Salon 1437 Was Mat MW EC:imam in Table 144 June, 1995 Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 1994 Washington State Energy Code Compliance Forms Project Address Motor No. or Location Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 1994 Washin ton State Nonresidential Ener• Code Com• ^ice Form Group Health Cooperative Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Type (open /closed) open open open Minimum Nominal Full -Load Efficienc Description of Application or Use Exception 2 is applied Date For Building Department Use Synch. Speed 1800 1800 1800 12/11/2001 Min.Nom. Full load Efficiency June, 1995 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. y+: ffle dir: 51H1v3 cti. 4iTx51''.. 3u. auuSitYtcx s5( .ia3;3tkFvtariFF:. FAA N Mechanical Permit Plans Checklist MECH -CHK 1994 Washington State Energy Code Compliance Forms June, 1995 Project Address ` Group Health Cooperative Date 12/11/2001 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M -0.01 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -0.01 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M -1.02 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M -0.01 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types M -0.01 yes 1412.4.1 Dampers Indicate damper location and automatic controls M -0.01 yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule M -0.01 n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M -1.01 n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule M -0.01 1413 Air economizers yes 1413.1 Operation Indicate 100% capability on schedule M -0.01 yes 1413.2 Control Indicate controls able to evaluate outside air M -0.01 yes 1413.3 Integrated operation Indicate capability for partial cooling M -0.01 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M -0.01 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M -0.01 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M -0.01 yes 1424 Separate air sys. Indicate separate systems on plans M -1.01 yes Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools n.a. 1452 Pool water heaters Indicate not electric resistance n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 1994 Washington State Nonresidential Energy Code Compllnnce Form no is circled for any question, provide explanation: ttwtt4'H Yh+�MUh'AUr rt�x;Wns� tars 1994 WaP"ington State Nonresidential Energy Code Comptl ^nce Form Mechanical Permit Plans Checklist 1994 Washington State Energy Code Compliance Forms MECH -CHK June. 1995 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off - hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dampers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu /h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. 1414.2 Insulation: Ducts and plenums that are constructed as part of the building envelope shall meet the requirements of Chapter 13. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shall be one of the following: a. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. b. Air cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 54,000 Btu /h or less. c. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on packaged roof top fan - cooling units having a supply capacity of greater than 1,900 cfm or a total cooling capacity greater than 54,000 Btu /h. The total capacity of all units without economizers shall not exceed 240,000 Btu /h per building. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. Project Info Project Address GROUP HEALTH COOPERATIVE Date 12/10/01 12400 EAST MARGINAL WAY SOUTH For Building Department Use TUKWILA,WA 98124 Applicant Name: AWA ELECTRICAL CONSULTANTS, INC. Applicant Address: LYNNWOOD, WA 98036 Applicant Phone: (425) 775 -1799 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed EXT. DOORS TYPE F5 3 90.0 270.0 EXT. DOORS TYPE F6 2 90.0 180.0 EXT. DOORS TYPE F7 3 70.0 210.0 EXT. DOORS TYPE P8 4 90.0 360.0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area COMP RM NW OFFICE 1.20 13900.0 16680.0 COMP RM NW TOILET ROOMS 0.80 530.0 424.0 TOILET ROOMS TYPE F2 8 33.0 264.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts • 17104.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE AREAS TYPE Fl 137 97.0 13289.0 OFFICE AREAS TYPE F2 18 33.0 594.0 TOILET ROOMS TYPE F2 8 33.0 264.0 TOILET ROOMS TYPE F9 3 32.0 96.0 SUPPORT TYPE F3 2 64.0 128.0 CORRIDOR TYPE F2 14 33.0 462.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 14833.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If 550.0 4125.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 4125.0 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Wp "hington State Nonresidential Energy Code Comte " ^nce Form Lighting Summary LTG -SUM Project Description I ❑ New Building ❑ Addition Alteration Compliance Option Q Prescriptive 0 Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Watta i?e (Interior Proposed Lighting Wattage (Interior) be used. Maximum Allowed Lighting Wattage (Exterior) we default table in the NREC Technical Reference manual may also se mfgr listed maximum input wattage. For tixtures with Kara -wires Dailasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. �6sn; 4' iEs%; �ktrr .6:f:.ix`as�i,;5�5+t5`tt� Its First Edition - June, 1998 1997 Wa "'^ington State Nonresidential Energy Code CompJ Form Total Proposed Watts not exceed Total Allowed Watts for Exterior rota) Proposed Watts 1020.01 Use LPA' (Wift Use' LPA (Wte) Painting, Welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atha (atriums) 1 Hotel ba nguet/c onferenc e/exhibition hall 2 Assembly spaces', auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars' 1 Cafeterias, fast food establishments' 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops' 1.5 Locker and /or shower faci lilies 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Sea Seaton 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classreoms, day care centers 135 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and Washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)'''" 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers ()Other Qualification Checklist Note: If occupancy type Is "Other" and fixture answer Is checked, the number of fixtures In the space Is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 1997 Wa ^' State Nonresidential Energy Code Comr" ^nee Form Lighting Summary • ack) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting First Edition - June, 1998 Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room maybe increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allottance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminarics are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. .a`uL1x` ��u R �,4�AYs4t+s» • si fr4iiiro y � .. + . , a - 3 : to 4i,St4 ttr'l n as r � !PETERSON JTREHLE .I' ARTINSON, INC. CONSULTING ENGINEERS Group Health s operative Administrative Main Building Computer Room Remodel 12400 East Marginal Way South Tukwila, Washington 98124 lae 820 JOHN STREET SEATTLE WASHINGTON 98109 -5129 Structural Calculations For PSM Job #01 -158 December 10, 2001 PSM [@PSM- ENGINEERS.COM FILF COPY I understrind t elt 11,11 Flinn C` or!; oppravf1l Mre S1!bI30t 1 !' L .1.J v•1' +.= C { � .i .fi. Vii•. :1 December 10, 2001 JAMBS C.PBTBRSON STEVEN C. STREHLE RONALD E. MARTINSON EXPIRES 6/30/2003 RECEIVED CITY OF TUKWILA DEC 11 2001 PERMIT CENTER PHONE 206 - 622 -4580 FAX 206 - 622 -0422 PETERSON , 2.JTREHLE iART1NSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622-4580 / FAX (206) 622-0422 :t'1) 1 - 000 .5 AAA> c.12.rTERso.. o DM) LoAD - roof tc RooFm. 2.2 LI- 25 f',F it45u1.A.TioN 1 */6544, Vri. PECK 2,01 STEEL J01575 a- 13cM mop O. miqf 1 5 titz,iiivvcrA, ruccr, 1. SIijC, %brut 1-1.2s c; Ce Lim() 2.0 DL '15.0 1 �IEL Poutg.te5i. ( , UGC lci .B SE ANA.1...%e5fS (10m. 3) ■1 2.S 0,1u/it:L. 2.S (o.%-)(1.25)1,v/it,5 c G.25 V 1.0 co.25)fi.m v. 0.26 iv oRi(,i v1/41 c 14 200 L 's ) = 2 13 000 Wv.fAL (e-s)((..2)415 2 (Pci 7 1 18 2 }SD 0.2 Af 93) 135 £4 JOB:ah COM?. r"*:? M ROC. C/ le DATE: 10/1S/1, I BY: R. Cltul SUBJECT: 5L1/ GOVCQ LATCAAL /A) Eon( pfgt,-t710A. o WIND An/Al..1(5 F. 03)(1(0m) (t, /5) /6.12 P5F 18.33 z 34i2& V Vi2(I3 5& Ap.,y , is. s5 1044• • iqa& mot. c (Vioaci (014, 0 S C 1 - .1 II QUICK CHcC.14 of NSA) 51404,1VA/PcL4, .C4Aif surgarpAr5 wiNA- "ti cistioo * 8.15 1251 • 1.1(j) 12,3 . 1'5( • E tpk1.4.- It1N/CCOYO. ./C s . 18,5 Pm . • 17,,, 1.108.5 ...zs rog-cti Lokv- • 1; 13 4000.0.5/04.1(,,(12. 5.?5)s 22:b . 1351 11,, 1,4 (12.3 3112 (J•ttl tj 1 11 1 ,a(t3 (00 , c 0 15) 4 " 31. 1(5:1'5) q2.& ps, 'V,„= 1.4 ci • vt 444,4+ ...• •••• - .• ••-•• • w 6= 00, co w Ili I LL CO . cu au • 0 : Z • '2 D :D D• C.) —. ILI I- . • L I u), o z 'kJ ETERSON JTREHLE ,'ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAx (206) 622 -0422 OUT -O F -PLA LOAp ( Mx/CV') a 5Elynt . Fp ` a., C.,, (I.o)' , I.a ea.4) 0.g tvr 0.1.81n/p Rp . . 3.0 fPlw,A, o.4 c411 ? wp= .st, )CI.5) Wp= 4.178 - FPA = 0.S w? / = G. 2?' (.0 p ; 44 = ` /12 (15a o° 1.25 F5 F fp o.2 }(81.2 22 P,F < COVETWS pGVIG,A) D W IND Prt HIC,4 wIND CORNE12 -S Fog VE'SOAL g Mo GAG le ANAL: 615 ("MI5= 12' -0' L= 10.33' Zv`22(12)- 2 (0 1 1 ft f 5a= 8.$x12 = 3,S 1N, 3 .= 1455 5x'3 S / iv (S 1j:)) 1 4 = 0.S VY:o,2(.`1(►(.. 33)/ s 4, IL P = (1 4 et p = I,5(6.(•7)(lu.y)(1.15) 18.9 P�F JOB: GH coiore Qao vi M RoC (*Pal - tas) DATE: 10114 i2 .1 BY: R CKV2 SUBJECT: r PETERSON JTREHLE �)ART1NSON, INC, CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 P O4_ =a .3 s " K .:, 2.9 LL. S - L ' «L DuTi'v7' ca v C. . gfi rlti "v &#- x(/0 w /4'D Z-q /2. Z°211 /3 JOB: dirt, J ' , 9L.T/1 DATE: 4.2 j e),/ BY: LI!'JC _ SUBJECT: ,' e ' ;""'�"" .- ..f�►,.._••.. _.,f.._. • �( pY � ty, t� � +Pa i •. .n. `Nirk.•�.:tV'ilie •C.* 1P."..t . i Lti A .1.:X, : Z . i ,• 'fS l :� ... ��1 7' V . S • : r, 4� N "�' . ..Ti '. ..r..•.`.- . ::'• S' .': .Y. : L'"�.:Y:'. O, F••;� a.w • PETERSON STREHLE MARTINS( Consulting Engineers 820 John Street Seattle, Washington 88100 Lp Rrr.SIOUX) Ulm 11w0 1322. w 1.1.3, a.A.MM., WW2 ) tame IERCKC Concrete Rectangular & Tee Beam Design Page 1 1 Description General Information Calculations are designed to ACI 31146 and 1997 UBC Roquirsmsnts Span Depth Width Beam Weight Added internally [Reinforcing I Reber Center of Beam.. Count Size 1 4 4 4 4 #1 02 #3 04 1 1 1 Uniform Loads I 01 Concentrated Loads r 01 02 Summary Bending - Ca Center la Left End CA Right End Shear... Left End Right End Dead Load 0.040 k Deflections... DL +113m Wt) DL +LL +[BmWti DL +LL +ST +[BmWtJ r Group Health - P/C "Beam" above new windows 12.00 ft 60.000 in 6.500 in 'd from Top 6.00in 18.00 in 40.00in 52.00 in Dead Load 2.350 k 2.240 k Live Load 0.050 k Span =12.00ft, Width= 6.50in Depth = 60.00in Maximum Moment : Mu Allowable Moment : Mrephi Maximum Shear : Vu Allowable Shear : Vrephi Shear Stirrups... Stirrup Area @ Section 0.000 in2 Region 0.000 2.000 Max. Spacing 0.000 0.000 Max Vu 9.698 9.698 Mn'Phi 100.99 k-ft 100.99 k-ft 100.99 k-ft Vn'Phi 40.66 k 40.66 k Reber Ci Left End of Beam... Count Size 'd from Top 1 4 6.00 in 1 4 18.00 in 1 4 40.00 in 1 4 52.00 in 01 03 #4 30.63 k -ft 100.99 k-ft 9.70 k 40.66 k , Upward 0.0000 in at 0.0000 in at 0.0000 in at Reactions... Left DL +[BmWtlJ 5.021 k DL + LL + [Bm Wt] 8.346 k DL +LL +ST +[BmWtj 8.346k Short Term k Live Load 2.930 k 2.800 k 4.000 0.000 9.698 Mu, Eq. 9 -1 30.63 k -ft 0.00 k -ft 0.00 k-ft Vu, Eq. 9-1 9.70 k 8.76 k rc 5,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 3 End Fbdty Pinned-Pinned Live Load acts with Short Term LBendin & Shear Force Summary I [Deflection r 12.0000 ft 12.0000 ft 12.0000 ft TW: Dsgnr: : Scape 6.000 0.000 8.757 Short Temt k k Maximum Deflection Max Reaction Left Max Reaction Right Mu, Eq. 9-2 28.42 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. 9-2 8.77 k 7.92 k fp Right 4.761 k 7.766 k 7.766 k Job N Date: 10:30A M, 7 DEC 01 / Reber Right End of Beam.- Count Size 'd from Top 8.000 0.000 8.757 01 1 4 #2 1 4 03 1 4 #4 1 4 Start 0.000 ft L 2.000 ft 9.500 ft 10.000 0.000 8.757 , Downward . -0.0008 in at 6.0000ft -0.0012 in at 6.0480ft -0.0012 in at 6.0480ft 6.00 In 18.00 In 40.00 in 52.00 in End 12.000 R Beam Design OK -0.01 12.000 ft 0.000 in 8.757 k Mu, Eq. 9-3 11.65 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. 9-3 2.84 k 2.58k I•ID2aY• 131[: tXeNnne. rt`. Y' YaKriK. k' F. sti:. .:"�1t {�if'IM�'`.�H�kiY�,;ji;�� PETERSON STREHLE MARTINS Consulting Engineers 820 John Street Seattle, Washington 98109 Evaluate Moment Capacity ... X : Neutral Axis a = beta • )(neutral Compression in Concrete Sum (Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced )(max = Xbal • 0.75 a-max = beta • Xbal Compression in Concrete Sun (Steel Comp Forces) Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Neutral Ms !gross Icracked Mastic Modulus Fr =7.5• Z:Cracking Z:cracidng > 145: Interior Only! Eff. Flange Width ACI 9.1 39.2 DL ACI 9-1 39.2 LL ACI 9.1 39-2 ST ....seismic =ST• 1.400 1.700 1.700 1.100 • 4et;i•: .�..y'.a::. +: 31; 414.4, at: a • .I f: 6.340 in 117000.00 in4 5,378.50 in4 4,030.5 ksi 530.330 psi 166.449 sai 6.50 in Center 2170 in 1.736 in 47.957 k 0.000 k - 48.000 k 30.776 in 23.082 in 24.620 in 510.104 k 14.131 k 524.235 k 8.737 in2 0.800 OK ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor Title : Degnr Description : Scope R"r slo2os urr 11W0101s22. w s.1.], 2 .Ar • *IW, YM■32 (s ) IMOD ef.RCM.0 Concrete Rectangular & Tee Beam Design Page 2 1 Description Group Health - P/C "Beam" above new windows L3ection Analysis 1 Left End 2.170 in 1.736 in 47,957 k 0.000 k - 48.000 k 30.776 in 23.082 in 24.620 in 510.104 k 14.131 k 524.235 k 8.737 in2 0.000 OK [Additional Deflection Calcs 1 Mcr Ms:Max DL + LL RI = (Ms:DL +LL)IMcr Ms:Max DL +LL +ST R2 = (Ms:DL+LL +ST)IMc r I:eff... Ms(DL +LL) i:eff... Ms(DL +LL +ST) Job 0 Date: 10:39AM, 7 DEC 01 S / Right End 2.170 In 1.738 in 47.957 k 0.000 k - 48.000 k 30.7755 in 23.082 in 24.620 in 510.104 k 14.131 k 524.235 k 8.737 in2 0.000 OK 172.36 k -R 20.30 k -R 8.492 20.30 k -ft 8.491 117000.000 in4 117000.000 1n4 LACI Factors (per ACI, applied internally to entered loads) 1 0.750 UBC 1921.2.7'1.4' Factor 0.900 UBC 1921.2.7 "0.9" Factor 1.300 1.400 0.900 1 do do do do do do 2B LI-105 I 13.1.14 02 do cr X di 0 • do do do do do do do ern N Fee Po5& CV CO NEW 1A 4.1AN IC*.. x L.ac/KnoNi 4 og,c nATw T#; ii`U,'.`yfi4it5h1in0.'hY 3'8"a 1RN E:i�bi9 .14zP?1h t t Yrw , sb4BkfllL,d #A3�, t� %t; +4`� aal wad CO cN V PETER •-■ PETERSON JTREHLE . .`ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAx (206) 622 -0422 ■>rw MetI$ l4tC AL. ON izoo* 5ATE Lo op. LH .JotrV lf) LHo2 — 12000 28 LHo S — /Hood Z2$LHat — 18(,00 c goof SITE 1 Mba LDArWWr.J(, i=oQ 28 LH 65 f 5 1.00 4 3 4 450 goso L = Ho= 29.35" 55.6`` a CHEGI. y„ 2=r 8`I (FoOT SITE 23 .. II1c 0250* Ole - 1034o 4 49 .lo ( 51 2 8c ?-P st, oo . 55 GI so Mx= 3(01.8 r; Io •N 1 to 8ze 4 v) 4 Jo15T 5pAC.Uw6 7 loS+ IBS ". 280 PLF 6 E44.114 »,e (I►x 13') CNEGIC CGLUWIN •br FTC. ( 1455 Iola •. i- .. � 5. MCP) .. .. Q046,41,- S5.$ + U . : . (,(9.1 " U. 13 - - 050/ a 3 81 O. 553 C3.(2- ') - 33, 2 t . V = 1oo.1 k Ge=.1 IL c am--- GKA►-'( C Mikc Ir( 90.} " > y = (•(,.q E-- oKAAt JOB: GH Cowlf — `ao►v( kT Roc, ( #0I -185) DATE: ( al1(i /21.,„ , BY: R CR kre SUBJECT TO 4 1050+ (,Igo - IS 2oo > Hopo 4— a) pe LHCS L ='1I` TL = 15 hg6 13 f,00 E— oi.a AT L4(O(o JOIST CONt -4„ M h-1 GAoA/..i - V = 36.3 — 27,, 6v' 1.147.1 Rao y rtE 2. ___7C,,= 2111 C IV/ (2/3) KSf = __. /3.5 oua`; . 5( /(?G- i.l,.o. 2.52'` od SIrt 2 16 A> Q(11ATE iac.5/! $2T M(Z +IANI.PPL Z I — z. rt QQ 2 , J ()0 U) 0 , cn F— . W 0 g Q N Z d - W Z Z I- D p p H Lu Il i - U U = O r- P ETERSON JTREHLE . ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAx (206) 622 -0422 25,2110.5 - 2.4" . MAX Lo0911uC+ 0 i1/41 2bLHo(, Joit7T CQvif ME Jr L= k 1 'WDI.` 705) ' 105 Pc. F TL 10$ C+{ 1') + 10400 = 10 305 .,f •77- .77-777 - .. • JOB: GN C.o 11 " flT Rae- (*al -155) DATE: l / 11//24. BY: g C Rut SUBJECT: 0 ov trugmt G ANAL.' (sIS TP° Qr Cr I W‘ L 3',• / h1 ,, ) /PP � �.5(0.v.) CiD)�'1) W /3.0 /,2 L4/ GUVER/-)S Fit '1CSI W Y Co.%) CID) W -1.y/ 1 4) fr`w�N= C. -cjw = 0. }(o.3G)op) %v= 0.252 w F 1.2 tv(,.'i 1 K I Fft = 0.851 I.g000) 66%, = (98%, /i. = 25.2 OrLIFT = 1 1-2./ ? /4 N L'PLIPr cowlP ' u/42,'1' (0.1" :SElswl (S taco, *t t ogA.I FOR 2&L'� 2•90PC9 JorsT • Project Name: OH AMB Computer Rm Air Handier Unit: SYNC Tag Name: AHU-1 Cooling Application's Balance Criteria: Sensible Cooling Coll Model Unit Size Row / FPI / Circ Face Area Type Coil Face Area Face Velocity Fin/Tube Material Tube Wall Thickness Site Airflow Rato Site Altitudo Standard Airflow Rat Total Cooling Ca pecfty Sensible Cooling Capacity Fluid Flow Rato Fluid Pressure Drop Fluid Velocity Entering Fluid Temperaturo Leaving Fluid Temperaturo Fluid Temperature Ris Cv Rating Entering Air Dry Bulb Entering Air Wet Bulb Entering Air Enthalpy Leaving Air Dry Bulb Leaving Air Wet Bulb Leaving Air Enthalpy Carrier Corporation AHU Selection NC-F 61 4/ 8/DB Medium 49.00 sqft 571.4 fprn Al/Cu 0.016 in 28000 CFM 0 ft 28000 CFM 460.00 MBH 460.00 MBH 201.7 gpm 5.6 ft wg 3.4 ft/s 45.00 °F 49.77 °F 4.8 °F 90.2 80.00 °F 67.00 °F 31.44 BTU/lb 64.98 °F 62.02 °F 27.8 BTU/lb Bypass Factor 0.2078 Air Friction 0.46 in wg Brine PG Brine Concentration 30 % .7 ,. *:# . ; .4 1 .7 7 .7 : -.7 : 7 : ••• -- • •' • r;; " VI, V% A.' • • •••• " 4■411' • ' • • • • • • • 10/10/2001 3:30:49 Pt Version 3.34 Page 1 of 1 :< • 2 . ,0, cy uy)0 muf ti 0 11' Z I— CY Z 2 a '0 —1 .0 1—• 111: I 0 9 - - 0 Z w bh z Project Name: OH AMB Computer Rm Air Handier Unit: 39NC Tag Name AHU-1 Unit Size Fan Type Casing Type Inlet Guide Vanes Actual Airflow, CFM Site Altitude, ft Standard Airflow, CFM Upstream Ext. Static, in wg Downstream Ext. Static, in wg Cooling Coil Static, in wg Heating Coil Static, in wg Other Losses, in wg Total Accessory Static, in wg Total Static Pressure, in wg Fan RPM (Calculated /Actual) Fan BHP / Motor hp Legend: T 0 T A L N w G Acoustic Data: Discharge Inlet Casing 61 63 Hz 96 88 84 Fwd. Curved Draw -Thru Hors. 125 Hz 97 79 76 2 In. Double -wall Solid 250 Hz 95 76 72 No 500 Hz 89 69 63 28000 1000 Hz 82 65 60 0 2000 Hz 75 64 56 28000 4000 Hz 67 54 48 1.00 8000 Hz 57 41 41 1.50 0x46 Accessories: 0.00 Filter Mixing Box [0.11] 0.00 0.11 3.07 475, 475 21.4 / 25.0 10 20 30 40 50 60 70 80 90 100 AIRFLOW (1000 CFM) - RPM BFP MSE - Max. Static Eff. SC - System Curve RP - Raled Pant Maodnxm RPM = 650 Mao•nrm BHP = 60.0 RPM'S (x 100, Top to Bottom): 7 6 5 4 3 2 BHP'e (Left to Right): 2 3 5 7.5 10 15 20 25 30 40 50 60 75 Garner Corporation AHU Selection 10/10/2001 3:31:07 PI Version 3.34 Page 1 of 1 ... ... . 7°- 4 T r......`1 ............■, • • e ii \.)H • 1-7. , •\.•) r ..-. 1 i i i i i i L.i ri ! 1 ! i ! ./• .i / i 1 \ , ° ° - I ' i I _ \ . \. 1 ■ i - • I I 1 Dovnblast Fan and CDC1 shown together UNIT WIDTH. NY- 4 1/2' (LIFTING LUGS EXTEND 2 3/4' FROM EACH SIDE) Allfr INCLUDE FILTER WEIGHTS) it_ Jp_ AtAwx V-12/8' • NARK FO NU-1 JOB NAME' GM AND Cohputer Strt DATE 10/10/2001 C ce (9.06') FTID4 (4725') SDM Version 422 AHU Builder Version v422 2/12/2001 hest (19.69') 13'- 0 15/16' DFCl/CDC1 (30.94') 39NC CENTRAL STATION AIR HANDLER Size: 61 04 AM Computer Rmi AHU-I. Assenbiy Drawing at: . - rt .ttrt T4r ig - 1; 40 - . . : . . REVISION 3/16' MARK MI AHl -I JOB NAND l l AM) Conputer Rn 7'- 1 13/16' SECTION HAND RIGHT 6'- 4 11/16' DATE SON Version 10/10/2001 422 MU Wilder Version v422 2/12/2001 10'- 0 1/8' 10'- 4 1/2' 39NC CENTRAL STATION AIR HANDLER Size: 61 GH AM3 Computer Rpi AHJ -1 AssenbAy Drawing • . J REVISION 7'- 4 13/16' zrIfitatt. 4:44 ; 44 an+� Sh: +. xis;• "�a: +t nLth'Yh1 tr!t,A'f.'•,:�:;r a! i1�Y :.i >`:•x "•�ti'.k:na:::r;�.... P MARK FM AHU-1 .JOE NAND GH AM) Computer Km Lefthnnd Sae Rlphthand Sae DATE SDI, Version 10/10/2001 I 4.22 AHU ladder Verson v4.22 2/12/2001 Fh114 13'- 0 15/16' Dow*last fan and CDC1 are shown together UNIT WEIGHT' 7,790.0 lb GOES NOT INCLUDE FILTER WEIGHTS) Width shown is for Uftso two. for,ActuaLuett f+ ubtract_.5_1/r. 0FCl/Z1Q 39NC CENTRAL STATION AIR HANDLER Size: 61 GH APO Computer RFw AMU -1 Assembly )raying • ic, 't REVISION 10'- 10' .. /3 w 6 U O s NC rn w . Nom W O; 2 $ g -- U-Q CO • d. H 11J _. • .Z1.- . •HO Z I- U se P ETERSON )TREHLE } ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 MEc},ft c&L £,C.Rcch) f Ram, NA, • .. P- 0. 10 11.1) 0(,..f )(1.0) -13,r2 r,f QI p ODL.UI!J Al 9 ' -0 "0L. H= 8 1 15LT) '(23T _TT1J5(ON Fog [Ours ..T. 3.94 k )t/ .- 4.7-5 U E 5/8 r 12 ( t ∎. 1.15 wow. Sig" A3(, go — ,CAP= I, = 3.g5 JOB: (',H Cowf9 "' DM DATE: 7V& / 2%. 4 BY: f CAI SUBJECT: Nt: GIIR7 ii Got L SCpaOU 3`13(#' 51:= 3,9'1 )(12f2i = 2.25 IN o u ,r 3'4' D pi PE Cr P) S rf /S = 3.,i Of .4 )/ 4 • /2. R .crkty . /IZ.%, 1.7( ago v5r: kit" wa'O ,d/. '(G BA ?'LArs R 1.3 I }' 4, 93 6f{p& I.J(, 13run Cv ¶ lfide. E S T= (0./4 " 233)r 21.4` (nE ! L 2 ) 5 4. u - " ' 6 TfMv e=t3iS 717 PNGY 'F,kAGtAkG .0 ti! eA t On e //■1 1 - , A405'IC PL OCR) S.4 Le: %/!o "•)' - �� e c � HATCHED AREA DENOTES OF EXISTING RAISED FLO. BE REPLACED W/ NEW 1 RATED FLOOR SYSTEM re w 6 00 � w J � w } LL Q. N d 1- w I ZH 1- 0 Z F- 11.1 j U0 co 0— 0E- W w U u' O •• Z w U = F- ff ' z MK SSMA JOIST SPECIFICATION - S DEPTH IN GAUGE IN YIELD INERTIA SECTION le Ss PSI IN•4 INA3 ALLOWABLE MOMENT (AISI C3.1.1 -1) FT -LBS ALLOWABLE SHEAR (A131 C3.2 -1) LBS BEARING LENGTH IN ALLOWABLE REACTION (AISI C3.4 -1) LBS A 400S137 -43 1 4 0.0451 33000 0.776 0.382 5 @rii 1747 1 258 B 600S162 -43 1 6 0.0451 33000 2.316 0.767 1255 1 241 C 800S162 -43 1 8 0.0451 33000 4.633 1.158 941 1 225 D 800S200 -54 1 8 0.0566 50000 6.573 1.475 1860 1 454 E 1000S250-68 1 10 0.0713 50000. 15.751 2.670 2975 1 700 ALLOWABLE LOADS SPAN FT MK ALLOWABLE LOADS (LBS I FT) FLEXURE SHEAR / RXN U240 WORST CASE m V- u:' N N N C 8 mmmmmlamm , 1 4 � ; I r• .- CO CO V 158 70 37 19 11 8 6 4 Peterson Strehle Martinson, Inc. Consulting Engineers 820 John Street Saaltla. Washington 98109 (208) 1122.4890- Fax (201t) moon Compression Flange sheathed (YESINO)? yes NOTE: THE END REACTION IS EQUAL TO THE ALLOWABLE SHEAR WHEN A WEB STIFFENER IS PROVIDED AT THE REACTIONS. LIGHT GAUGE CEILING JOISTS B: Group Health Pharos Expansion DATE: 12/05101 BJECt: Ceiling Joists BY: EME Vet' 1.01 10/23/01 '6p w W 6 U O ' to CI UI J CO LL W O r to 8 = d I W Z � 1— O Z 1— W uj co C1 1 W Lu U. O . O 1- Z rf { • ,-, PETERSON JTREHLE _ ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 a,4, . 7L S ' K 1/ t-clJrl-L S edAho 012 1=440x) • /176'x _ 3 i r/ P =-* /4 7 e/24 L S./ /A6. A 7 s_--Taps lumoseisroarwir SF, L Oat / c 02...: e� _1� /tGE cEl -c-v 00/12 /a, d, /Y3 (8/P5A (/?x o f g z°si (ex Ej-4 0e /93 S ""s)(/2 / x 62 ) a= /y7,2 F33 t /yT2 = v't. c es ,24exez, ct /L� sr 9 l 6 ' * �1's .4 .' ) /o � Wi ' z x 2 � Iz v2 3os / /S3 JOB:.‘ 14/0190711Y DATE:��. �' •, B BY: i SUBJECT: - _raE 3c 2' S /Co Z - - y3 4g7.e) A7, srvdO s 47 y ' /p F S7J�Z) = 02.,C . 54.:-)(ha) D,Zeot. ) Y, . /4' C.v (e = /_©) 2 5 -,e,e/4c 6 o is A4/aft, x 5 /Ds) PETERSON :JTREHLE . ARTINSON. INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 d &: */c17.) Z c3t V A w ont NNW s A.,8 -r AxF.4.Z N OM ( V =-- s - 7c7v9 (,.s E ) — 8RACt t5gf , END < y / v7x k. '�.'.. r ter• -• tirrr_•...�...�. .. .. DATE: /.2 — S !7/ BY: SUBJECT: OS E k b cg Z.S4 & Off' .64 (3 'M'6,i' /4,e64_2r CCigG a 4 ./ ' ( ■ ' x 3y', f Si°sf ('). x *y F.4/2- = 0 , /T3 (L; ' $ O 4 1)( /) Z "" 8sf t 9ec3 =/8 /9 /$ /F 2-46 V o - / / � y � 77eiB- Aier-4 1gi = 90 9 /17 ,,L C Y- :1 v s a" 3 1 /G-f4. 9 w 7oE X- 8, 4c (V c = 7e *) 7 = /d.' ere " la' "W,- GRA 8 S� ' /8 ..,'1� }`��::.•:.. `•, da: nL' J? k::: �; ry`. �4�w: i:. fila �i .YFi`�RgiYl.:WtY.GV: �1�5':,•6 { x:..�,�.t,rl...t t�,,..re.3. %ts :,, w.d v PETERSON .)TREHLE � � .4RTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622.0422 E/44 = /f3 (ges-p'6, / k s62 74- .5) (2') ') 'a 4 = C,./f3 ( 33 .05A) ('')(6 ) _ ty?#Z Z 02,8/ c9.7c9/ u v 0 2 = /3 9e, W 74' Y Tfr Os 5 (5') x - s Pz�ie .S /40 y/ V = ,L39o = y� 32 <e rr ioot.E) 427S / yco c � r JOB: r/Cv1: --� #FA4LIW DATE:Za 7 BY: dE SUBJECT: (J3 45 3 jikrii R)'r4 - ,4 7 7" /opt./ 1? /30? a l ss#174 General Product Information Thickness — Steel Components' I , 9 arss lkiiiae 18 .0188 25 27 .0283 22 33 .0346 20 43 .0451 18e 54 .0566 16 E" 68 .0713 14 97 .1017 12 ' Uncoated Steel Thickness. 2 Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the Job site based on Section A3.4 of the 1996 AISI Code. General Notes for all tables 1. The strength increase due to cold work of forming was incorporated for flexural strength as applicable per AISI A7.2. 2. Where punchouts are specifically accounted for, the punchout width = 0.75" for 1.625" & 2.5" studs, and 1.5" for deeper members. 3. The moment of inertia for deflection is calculated at a stress which results in an effective section modulus such that the stress times that section modulus is equal to the allowable moment. 4. The yield stress (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the tables. Definitions of Structural Property Symbols Gross Properties Ixx: Moment of inertia of the gross section about the X -X axis (strong axis). Rx: Radius of gyration of the gross section about the X -X axis. lyy: Moment of inertia of the gross section about the Y Y axis (weak axis). Ry: Radius of gyration of the gross section about the Y Y axis. Effective Properties lxx: Moment of inertia for deflection calculations based on "Procedure 1 for Deflection Determination" of the 1996 AISI Specification. Sxx: Effective section modulus about the X -X axis (strong axis) Stress = F Ma: Allowable Bending Moment — Based on the effective section modulus and the allowable stress including the strength increase from cold -work of forming (AISI 7.2) where applicable. Ycg: Maximum distance from the outside of the compression flange to the center of gravity of the effective section. Torsional Properties J: St. Venant Torsional Constant. Cw: Torsional warping constant. Xo: Distance from the shear center to the centroid along the principal X -axis. Ro: Polar radius of gyration about the centroidal principal axis. f3: 1- (Xo /Ro) 5 Combined Axial and Lateral Load Tables Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips (1 kip = 1000 Ibs). 1 Deflection exceeds V120 2 Deflection exceeds L/240 3 Deflection exceeds V360 18 Allowable Axial Loa c 20tDJsgmA 6 Deflection exceeds L/600 7 Deflection exceeds L1720 - If not noted, deflection is less than 1/720 ` Mi Thickness - Yield in. Itsi Tensile • ksi Shear Pullout: - lbs. ' lbs.• • Shear- lbs. - Pullout tie. • Sher s- A Pullout lbs.• . %Rte. . > Sheer - =• ibis • ' Pullout .. lbs.- -• 0.0188 33 45 60 33 66 39 71 46 75 52 0.0283 33 45 111 50 121 59 131 69 139 78 0.0312 33 45 129 55 141 65 151 76 161 86 2 0.0346 33 45 151 61 164 72 177 84 188 95 0.0451 33 45 224 79 244 94 263 109 280 124 0.0566 33 45 315 100 344 118 370 137 394 156 0.0713 33 45 398 125 474 149 523 173 557 196 0.1017 33 45 568 179 675 213 783 246 890 280 mamma r' N 2 2 't 3 ID 1.7. ) 0.0188 50 s 65 :ms s r . . `e 87 48 95 r . 57 102 ti 66 109 75 0.0283 50 65 161 72 175 85 189 99 201 113 0.0312 50 65 186 79 203 94 219 109 233 124 0.0346 50 65 218 88 237 105 255 121 272 138 0.0451 50 65 324 115 353 136 380 158 405 179 0.0566 50 65 455 144 496 171 534 198 569 225 0.0713 50 65 576 181 684 215 755 249 805 284 0.1017 50 65 821 258 976 307 1130 356 1285 405 Fasteners (brews and Welds Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x D. 2. Screw capacities based on AISI Section E4. 3. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 4. Applied load may be multiplied by 0.75 for seismic or wind loading per AISI A 5.1.3. /CI GSA. 1. Weld capacities based on AISI. section E2. 2. When connecting materials of different metal thicknesses or yield strength, the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Applied loads may be multiplied by 0.75 for seismic or wind loading per AISI A 5.1.3. Allowable Loads for Screw Connections Design Thickness Mil in. 43 0.0451 54 0.0566 68 0.0713 97 0.1017 43 0.0451 54 0.0566 68 0.0713 97 0.1017 Weld Table Notes Steel Properties Yield .:Tensile 33 45 33 45 33 45 33 50 65 50 65 50 65 50 65 . :11 SSW 8ectrodeti :; • lbefm . 609 764 963 1373 879 1104 1390 1983 J Allowable Loads for Fillet Welds and Flare Groove Welds L2 43 z o o N N W J H NO . uJ N =. = CJ Z0 uj n N . 1- =U O ' Z . 0 I- Z r7 r'1 PETERSON J ,�r TREHLE LARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 —7-1"4Y 9X7 (f) 1158 4V / /Si yr s?, e•oll? r%s Q' (33g s 1) 'TAN /alts J/l/[ y ✓ 7�4 c , e� YC/ _ _SJ- - - - -/%7"a --/ a P igiLIWAY _- - - - O v TLireitl /A/ 6, — 1 - 1/vs,e Aj .. A,e c..L, :A w �o.�,ie . _ /� C • ►F � 7p, +.44 u 4. ... - . ^ _.... It •� .11.4"::.:- 40 .. N.:., y ,j ... • .�.. .ur •t,..;; ... a..1. i 4.: •7 . e : ?�..._ JOB: Ida DATE:/ ••• ... BY: 117 fr SUBJECT: I T. 9/A7 79 Z3 }:; 'aY�fd �,� .:/+; i4:' rr3��;,,».; nn :4LGU'uf+•`'a$i1 #PU'diai5S.71,C « . r i4' z z JU 0 N 0 • W J �. N LL W 0 LL j W d = W I- _ Z � Z U � 0 - 3H W W LO .• z W v i. o z Damp* :x • 7hYwrwt Jbi 71110 • •23afan (n) 250S137.33 0.0346 2505137.43 0.0451 2505137.54 0.0566 2505137.68 0.0713 25012.33 0.0346 2508162.43 0.0451 2508162.54 0.0566 250516218 0.0713 • Section Pr. .erties Structural S -Stud Section Properties b:21 S1a R11 hp Ry (M1 fn') fin) •*') 00 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0223 0.76 0235 0.188 1.027 0.087 0.624 0.289 0.98 0.302 0242 1.022 0.111 0.620 0.358 122 0.370 0296 1.016 0.135 0.613 0.443 1.51 0.450 0.360 1.007 0.162 0.605 Ae : .txx S7o1•'AA i. Ya :Vag (1r9)` ( fn') 'OW 'Pb) ' - -* 0.146 0.203 0.156 3.09 1040 1272 0.210 0.261 0205 4.53 1350 1260 0.272 0.318 0255 5.76 1656 1.250 0.337 0.386 0.309 7.19 2017 1.250 0.172 0.235 0.180 3.55 1040 1274 0244 0.302 0240 5.22 1350 1253 0.314 0.370 0.296 6.57 1656 1.250 0.390 0.450 0.360 821 2017 1250 0.17 3 0.508 0279 5.50 1046 1.779 0.247 0.654 0.372 8.08 1777 1.755 0.320 0.804 0.460 10.20 2403 1.750 0.408 0.985 0.563 12.83 2959 1.750 morimormsr..4.. • ma asm+7war. 350S162-33 0.0346 0.258 0,88 0.508 0.290 1.404 0.098 0.617 3505162.43 0.0451 0.334 1,14 0.654 0.374 1.400 0.125 0.612 3505162.54 0.0566 0.415 1.41 0.804 0.460 1.392 0.152 0.606 350S162.68 0.0713 0.515 1.75 0.985 0.563 1.383 0.184 0.597 3625137.33 0.0346 0236 0.80 0.479 0264 1.424 0.059 0.501 0.148 0.479 0.254 5.02 1039 1.842 362S137-43 0.0451 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.214 0.616 0.334 7.38 1777 1.826 362S137.54 0.0566 0.379 129 0.756 0.417 1.411 0.091 0.490 0.280 0.756 0.417 9.43 2497 1.812 3625137.68 0.0713 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.363 0.922 0.509 11.87 3076 1.812 3625162.33 0.0346 0262 0.89 0.551 0.304 1.450 0.099 0.616 0.173 0.551 0.292 5.77 1039 1.843 3625162 -43 0.0451 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.248 0.710 0.389 8.46 1777 1.818 3625162.54 0.0566 0.422 1.44 0.873 0.481 1.438 0.154 0.60 0.322 0.873 0.481 10.69 2497 1.812 362S162.68 0.0713 0.524 1.78 1.069 0.590 1.429 0.186 0.595 0.417 1.069 0.590 13.44 3076 1.812 362S200-33 0.0346 0297 1.01 0.648 0.358 1.478 0.177 0.772 0.189 0.643 0.318 629 1039 1.898 3628200.43 0.0451 0.385 1.31 0.836 0.461 1.474 0227 0.767 0283 0.836 0.448 8.85 1; �7 1.834 3625200-54 0.0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 0.379 1.030 0.568 12.36 2497 1.812 3628200.68 0.0713 0.595 2.02 1.265 0.698 1.458 0.337 0.753 0.488 1.265 0.698 15.54 3076 1.812 wa v s. :�_ • . • : �_ �r►a: - :. - . - : r. :••. 4005137.33 0.0346 0.249 0.85 0.603 0.301 1.556 0.061 0 495 0.149 0.603 0.290 5.74 936 2.031 4005137 -13 0.0451 0.323 1.10 0. 0.385 1.551 0.078 0.4. 91 0.216 0.776 0.382 8 43 1777 2.014 4005137.5: C•566 0 401 1.3E 0.953 0 477 1.542 0.094 0,464 0.285 0.953 0 477 10.78 277 2.000 4005137 -66 0. 7713 0 497 1.69 1.165 0.582 1.531 0.112 0 475 0.375 1.165 0.582 13.58 3429 2.000 400S162.33 0.0346 0275 0.94 0.692 0.346 1.586 0.103 0.611 0.174 0.692 0.332 6.57 936 2.032 400S162.43 0.0451 0.357 121 0.892 0.446 1.581 0.131 0.606 0.250 0.892 0.443 9.63 1777 2.006 4005162.54 0.0566 0.443 1.51 1.098 0.549 1.574 0.159 0.600 0.327 1.098 0.549 12.18 2777 2.000 400S162-68 0.0713 0.550 1.87 1.346 0.673 1.564 0.192 0.591 0.428 1.346 0.673 15.34 3429 2.000 4009200.33 :346 0.310 1.05 0.812 0 406 1.619 0.183 0.769 0.190 0.805 0.362 7.16 936 2.091 4005200.43 :.0451 0 402 1.3 1.047 0.524 1.615 0.235 0.76 0.286 1.047 0.509 10.06 1777 2.023 4005200.54 0.0566 0.500 1.70 1292 0.646 1.605 0.287 0.753 0.384 1.292 0.646 14.06 2777 2.000 4005200.66 0.0713 0.622 2.12 1.589 0.795 1.599 0.349 0.750 0.500 1.585 0.795 17.68 3429 2.000 5505162.33 0.0346 0227 1.11 1.458 0.530 2.112 0.589 0.177 1.458 0.512 10.11 670 2.787 5505162.43 0.0451 0.424 1.44 1.883 0.685 2.107 0.145 0.584 0.255 1.883 0.681 14.79 1487 2.757 5505162.54 0.0566 0.528 1.60 2.324 0.845 2.098 0.176 0.577 0.337 2.324 0.845 18.76 2799 2.750 5505162.68 0.0713 0.657 224 2.861 1.040 2.086 0.212 0.568 0.450 2.861 1.040 23.72 4442 2.750 6005137.33 - 0.0346 0.318 1.06 1.582 0.527 2229 0.069 0.464 0.151 1.582 0.510 10.07 612 3.039 600S137-43 0,0451 0.413 1.41 2.042 0.681 2.223 0.087 0.459 0.222 2.042 0.670 14.80 1358 3.018 6005137.54 0.0566 0.514 1.75 2.518 0.839 2.213 0.105 0.452 0297 2.518 0.839 18.98 2708 3.000 6005137.66 0.0713 0.640 2.18 3.094 1.031 2.200 0.125 0443 0.400 3.094 1.031 24.05 4442 3.000 6005137.97 0,1017 0.689 3.03 4.188 1.396 2.170 0.159 0.422 0.636 4.188 1.396 34.48 7372 3.000 6005162.33 0.0346 0.344 1.17 1.793 0.598 2282 0.116 0.581 0.177 1.793 0.577 11.41 612 3.039 600516243 0.0451 0.447 1.52 2.316 0.772 2.276 0.148 0.576 0256 2.316 0.767 16.68 1358 3.007 6005162.54 0.0566 0.556 1.89 2.860 0.953 2.267 0.180 0.570 0.339 2.860 0.953 21.17 2708 3.000 6005162.68 0.0713 0.693 2.36 3.525 1 175 2.255 0218 0.560 0.453 3.525 1.175 26.79 4442 3.000 6005162.97 0.1017 0.966 329 4.797 1.599 2229 0283 0.541 0.712 4.797 1.599 38.37 7372 3.000 6005200.33 0.0346 0.379 129 2.075 0.692 2.340 0.209 0.743 0.193 2.059 0.617 12.20 612 3.135 600S200 -43 0.0451 0.492 1.67 2.683 0.894 2.335 0.268 0.739 0.292 2.683 0.873 17.24 1358 3.028 6005200-54 0.0566 0.613 2.09 3.319 1.106 2.327 0.328 0.732 0.396 3.319 1.106 24.07 2708 3.000 6008200.68 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0.723 0.525 4.101 1.367 30,42 4442 3.000 6005200.97 0.1017 1.067 3.63 5.612 1.871 2.293 0.530 0.705 0.814 5.612 1.871 43.49 7372 3.000 600525043 0.0451 0.537 1.83 3.082 1.027 2.396 0.458 0.923 0298 3.082 0.918 18.14 1358 3.134 6005250.54 0.0566 0.670 228 3.819 1273 2.388 0.562 0.917 0.398 3.819 1.159 22.90 2708 3.115 6005250.68 0.0713 0.836 2.84 4.727 1.576 2.378 0.688 0.908 0.566 4.727 1.522 30.08 4442 3.045 600525497 0.1017 1.169 3.98 6.496 2.165 2.357 0.923 0.889 0.915 6.496 2.160 48.80 7372 3.003 ba.. -Sa IAa : Ala. Yap; M') Ai •'fn'1 014) •'(e) .. f 0251 0.318 0.244 8.22 2510 1274 0.337 0.386 0.308 10.65 3057 1251 0290 0.370 0.288 8.62 2510 1267 0.390 0.450 0.357 12.10 3057 1.255 0.294 0.804 0.447 13.37 3446 1.773 0.400 0.985 0.557 18.89 4483 1.758 0.256 0.756 0.400 13.47 3446 1.844 0.350 0.922 0.508 17.56 4661 1.814 0.296 0.873 0.468 14.00 3446 1.836 0.403 1.069 0.584 19.80 4661 1.820 0.316 1.030 0.509 1525 3446 1.898 0.457 1.265 0.673 22.34 4661 1.644 .. . stn :> .. 010.6•14:.44.4 1.11 0.26C 0.953 0 457 15.40 3445 2.034 0.357 1.165 0.581 20.10 5196 2.002 0299 1.098 0.533 15.96 3446 2.026 0.410 1.346 0.666 22.60 5196 2.009 0.319 1.292 0.580 17.36 3446 2.091 0.464 1.589 0.766 25.41 5196 2.035 0.306 2.324 0.621 24.59 2967 2.762 0.425 2.861 1.031 34.94 5468 2.761 0.268 2.518 0.809 27.23 2708 3.042 0.373 3.094 1.029 35.60 5468 3.002 0.591 4.188 1.396 50.80 11124 3.000 0.307 2.860 0.927 27.76 2708 3.034 0.427 3.525 1.164 39.46 5468 3.011 0.667 4.797 1.599 56.73 11124 3.000 0.327 3.319 1.002 30.01 2708 3.117 0.481 4.101 1.317 43.71 5468 3.047 0.769 5.612 1.871 64.53 11124 3.000 0.342 3.760 1.069 32.00 2708 3.207 0.462 4.727 1.342 40.19 5468 3.191 0.823 6.496 2.063 69.38 11124 3.062 ' Web - height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. .O:: :Osi Xo. •flo *11 (M) fn)' (in) 11 0.079 0.075 •1.170 1.633 0.486 0.173 0.094 -1.158 1.620 0.489 0.337 0.113 -1.150 1.608 0.488 0.661 0.134 •1.142 1.593 0.486 0.089 0.144 -1.501 1.923 0.390 0.196 0.182 -1.489 1.909 0.392 0.383 0219 -1.482 1.898 0.391 0.752 0.262 -1.474 1.885 0.389 a,•_:arwxwe . 0.103 0.273 •1.351 2.044 0.563 0.227 0.345 •1.339. 2.031 0.565 0.443 0.418 •1.331 2.019 0.566 0.872 0.503 •1.321 2.004 0.565 G' i . nrromer.aa t4-- - 0.094 0.162 -1.026 1.826 0.684 0207 0.204 •1.015 1.814 0.687 0.405 0.246 -1.006 1.801 0.688 0.797 0.294 -0.996 1.784 0.689 0.105 0.293 •1.335 2.065 0.582 0.230 0.371 -1.323 2.052 0.585 0.451 0.449 -1.314 2.040 0.585 0.887 0.540 •1.305 2.024 0.585 0.118 0.571 •1.770 2.432 0.470 0.261 0.726 -1.758 2.419 0.472 0.511 0.884 -1.750 2.407 0.471 1.008 1.070 •1.741 2.393 0.470 0.099 0.200 •0.987 1.908 0.732 0.219 0.253 •0.976 1.897 0.735 0.428 0.305 •0.967 1.884 0.737 0.842 0.365 -0.956 1.865 0.738 0.110 0.358 - 1288 2.133 0.635 0.242 0.453 -1276 2.121 0.638 0.473 0.550 -1268 2.108 0.638 0.933 0.663 •1258 2.092 0.639 0.124 0.689 -1.715 2.481 0.522 0.272 0.875 -1.703 2.468 0.524 0,534 1.066 -1.695 2.456 0.524 1.054 1.295 -1.686 2 441 0.523 !!mot = Y^'3_, •P 0.130 0.704 -1.134 2.468 0.789 0.288 0.894 •1.123 2.458 0.791 0.564 1.088 -1.114 2.445 0.792 1.114 1.316 -1.103 2.427 0.793 0.127 0.493 •0.823 2.421 0.884 0.280 0.625 •0.813 2.411 0.886 0.549 0.757 •0.804 2.398 0.888 1.084 0.911 •0.793 2.380 0.889 3.066 1.179 -0.770 2.341 0.892 0.137 0.851 -1.091 2.595 0.823 0.303 1.082 -1.081 2585 0.825 0.594 1.318 -1.072 2.572 0.826 1.174 1.596 -1.061 2.554 0.828 3.329 2.093 -1.039 2.518 0.830 0.151 1.577 4479 2.866 0.734 0.334 2.012 -1.468 2.855 0.736 0.655 2.461 -1.459 2.842 0.737 1.295 2.997 •1448 2.826 0.737 3.679 3.981 • -1.427 2.791 0.739 0.364 3.379 •1.898 3.193 0.647 0,715 4.146 •1.889 3.180 0.647 1.416 5.071 -1.878 3.164 0.647 4.030 6.798 -1.857 3.130 0.648 7 Z Z re al 6 0 WI N LL. W u D. 0 W _ Z }- I-0 Z ILI W U 0- WW H ..Z co O ~ Z PETERSON .)TREHLE ■ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622 -4580 / FAX (206) 622 -0422 efii,e' ' U A11114. 7 9, T/eelafie ; xy 36Z 7o2Z■e , - 1 . = � a. /o ��) 3 *p / �X b. /D l � /- (o , 2&) "if D 3 A I A Ss / 3 3 Ps, x Co AtAr 7'- M =- z t ( 3� c'zS(o.Ds, /z .S3 /w JOB: 61C0 /4 DATE: /2 / BY; LCilrl E SUBJECT: NA ` �ax o. b!)C0) t (3.G0z4x (aYo.o /)tO. O, ai) ► ?Co3 pv 7 9� r2./= -i / `3 �°� / z = - d • ■Z /,v .3 < o . y6 3 ice'✓ 0,10 ,) y ZZ f"7 94)(z)y II ✓ /a o S3 = O. O / =: ofo Z9,s ( ) j a' • : H C M • . . . : L. , . • 'G : �,'.. ' : ;r• ti .'.. «.. .- �.`.. ... .. . .. r •_• _• _. _...•. _ • tt z 3.6z _"x K.,0 �AkY.'<Mw'h1W1Yr� %iu'i � :��'!YY8i1�rt5;xa�''ifiN r0'��t;t/,+y� L.:i�ti�;�y� "�'.1,:a� *F;y'•:.: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PETERSON STREHLE MARTIN: Consulting Engineers 820 John Street Seattle, Washington 98109 are 110000 Wen KW41011122. W 0.13, 22«16•71111111~a2 _ (a) 1113411 SE/ LC Steel Beam Design Pege 1 ' Description [General Information Calculations are designed to AISC 8th Edition ASO and 1197 UBC Requirements II Steel Section : W12X30 Center Span Left Cant. Cant L : a Right Lerch [Trapezoidal Loads U 01 DLQLelt DL Right 02 DL G Left DL Q Right Deed Load Uvt Load Short Term Location Summary Shear N : Sheer Stress fv ► Fv Reaction G Left Reaction G Rt Group Health - Entry Canopy Beam #1 0.300 14.500 0.032 0.032 Center Deft. -0342 it -0.114 Left Cant Deft 0000.1 0.000 Right Cant Dell 01000 m 0.000 ...Query Deft G 0.000 t Fa caked per 1.5.2. K9./r 3. Cc Depth Width Web Thick Flange Thickness Ana 12.30 rn 6.520in 0.260 in 0.40 it 8.79 irt2 29.00 t 0.00 t 0.00 it 29.00 It S2 LL O Left LL O Right LL G Loft LL O Right 1.975 k 0.615 ksi 0831:1 0.000 Pinned-Pinned Bin Wt. Added to Loads LL & ST Act Together • 3 Weigh l-xx 1 -yy S-xx S 0.135 0.135 LPoint Loads Using: W12X30 section, Soon = 25.03ft, Fv = 50.0ksi End Fbdty = Pinned - Pined. lu = 29.0011, LDF =1.000 A Allowable Moment 16212 k-ft 25.769 k -ft fb : Bending Stress 5.043 lei 8.017 ksi Ib l Fb 0829 :1 64.168 k 20.000 ksi [Force & Stress Summary I DL LL arm_ Center Max. M + 16.211E -1 5.24 16.21 Max. M - -0.00 -0.00 Max. M (a Left Max. M Q Right Shear C Ltft 1.97k 0.70 Shear C Right 1.61 t 0.63 «- These columns are Dad + Uve Load placed as noted -» LL+ST _@Center 1.97 1.61 -0.342 0.000 0.000 0.000 1.97 1.61 N • 111 qR+W N.. !+1; •Mi m ;l "� ' F 11L11G `list Writ TIfM : Dsgnr: Description : Scope : ST G Left ST G Right ST G Left ST G Right -0.342 0.000 0.000 0.000 1.97 1.61 29.86 t/ft 238.00 in4 20.30 in4 38.574 in3 6.227 in3 0 5 Fy Loed Duration Factor Elastic Modulus Wft Start ft Wit End 8.000 ft k/ft Start 8.000 ft k/ft End 29.000 ft 06 Max. Deflection Length/DL Deft Lengthl(DL +LL Deft) LL LL+ST A Cants 0.000 0.000 0.000 0.000 r -xx r -yy Rt Job 0 Z7 Date: 11:41AM, 8 DEC 01 50.00101 1.00 29,000.0130 0 7 k k k ft Beam OK Static Load Case Governs Stress -0.342 in 3,058.5 : 1,018.7 :1 k -ft k-ft k-ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.203 in 1.520 in 1.730 in ti,.in�.i 4�;1�1',t �.a.:Y3„ ;•'•, G", �.` 7+ 5.'., �niSUi�+.: u; Gi!% j+ �il1i.1Li'Wr:.i:.:.�riS4At.a,+. n;S:V- 'i`•fii kilt nds i'i 'fir A'240.444: NI PETERSON STREHLE MARTIN: ~, Consulting Engineers 620 John Street Seattle, Washington 913109 Mee {10100 KWOe0tp2, 'Mr 1.1.3, 234,..111110, _ (e) 111034111 MACAW Steel Beam Design Pape r Description [General Information Calculations are designed to AISC 5th Edition ASO and 1597 WIC Requirements Steel Section : W12X30 Center Span Left Cant. Right Cant Lu : Unbraced Length [Trapezoidal Loads I #1 DL • LeR DL @ Right 02 DL @ Left DL @ Right Deed Load Live Load Short Term Location fl ummery Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Group Health - Entry Canopy Cantilevered Beam 01 0.700 1.270 14.000 i Shear tv : Shear Stress fv /Fv 9.50 ft 0.00 ft 4.50 ft 14.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together U. @ Left 0.030 LL @ Right 0.120 0.030 LL @ Left LL @ Right [Point Loads I 0.77 k 2.27 k 02 2.267 k 0.707 ksl 0.035 :1 -3.50 d 0.120 Title Description : Scope ST @ Left ST @ Right ST @ Left ST @ Right 04 64.168 k 20.000 ksi 05 Using: W12X30 section, Span = 9.50ft, Fy = 50.Oksl, Left Cant. = 0.00R, Right Cant. = 4.50R End Fixity = Pinned - Pinned, Lu =14.00R, LOF =1.000 Actual Allowable Moment 9.420 k -ft 57.617 k-ft tb : Bending Stress 2.931 ksi 17.924 ksi fb /Fb 0.163:1 Fy Load Duration Factor Elastic Modulus 0 6 [Force & Stress Summary I «- These columns are Dead + Live Load placed as noted -» DL U. LL +ST LL LL +ST MOE= OnlY - fit_ asantm. A-Cad- 9.42 k-ft 0.20 - 3.50 -3.50 -9.42 -3.50 -9.42 50.00ksi 1.00 29,000.0iai k/R Start ft k/R End 5.000 ft k/R Start 5.000 ft k/R End 14.000 ft Max, Deflection Length/DL Deft LengtW(DL +LL Dell) Job Data: 11:47AM, 6 DEC Oi ZS / 7 k k k R Beam OK Static Load Case Governs Stress @ Cants k-ft k-ft k-ft k-ft 0.15 0.15 0.77 k 0.87 1.02 2.27 k Center Deft. 0.012 in 0.004 0.002 0.002 0.012 0.012 in Left Cant Deft 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.047 in -0.016 -0.013 -0.013 -0.047 -0.047 in ...Query Deft @ 0.000 R 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left Reaction @ Rt Fa calc'd per 1.6-2, K`Lh > Cc Section Properties W12X30 Depth 12.340 in Width 6.5201n Web Thick 0.260 in Flange Thickness 0.440 in Area 8.79 in2 R 0.15 0.15 -0.77 -0.77 k 1.48 1.88 1.88 3.51 3.51 k -0.15 Weight 1 -xx i-yy S-xx S-yy 0.047 in 6,665.8 :1 2,290.9 :1 29.86 Mt r -x( 5.203 in 238.00 in4 r-yy 1.520 in 20.301)4 Rt 1.730 in 38.574 in3 6.227 in3 .:.....,,. >:L' anti:.. 4t4^` t';:,,:;; �i+: G' ia! cr, na...,,..: +`!i•;;X:eafrs'iidi;�.U.S�: .4' Ava?Ya.,buL!Cr itl:.ir,i3 �t:t .r {, �;t.r•:p.:4'e; • .�?iC';`:' : '.+Sri; I, rx ":.t+.Xki:.``titiG�S':.iiif*�ati y ;rc��v:�•'w . 1 I 1 I I %two 4sak° I J 1 6 0 4 - * OtfterfArt-- — 01,4 .ititfikko/J - - eah14, 7417041 � u• A '� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PETERSON STREHLE MARTIN: �! Consulting Engineers 820 John Street Seattle, Washington 88108 n« {10200 User: aw.0e01s22.1hr L1.3. 22,Mn111M, IA1102 _ (s)1SNAN eNGCALC General Timber Beam Page 1 I Description Section Name 4x9 Beam Wdtth Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever r Ernmrl y ��� Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max 0 Left Support Max 0 Right Support Max. M allow fb 687.25 psi Fb 1,229.94 psi [Deflections Center Span... Deflection ...Location ...Length/Deft Bending Analysis Ck 31.887 Cf 1.200 6 Center Left Support 0 Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ! Supports Max. Left Reaction Max. Right Reaction Group Health - Service Covered -Entry Roof Beam [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Le Rb DL DL DL 3.500 in 7250 in Sawn 1.150 Pin -Pin 34.000 pcf [Full Lengh Uniform Loads I M, V, i D Specified Locations 0 Center Span Location = Right Cant. Location = 0 Left Cant. Location = 13.147 ft 9.665 1.76 k -ft 1.44 k -ft 0.00 k -ft Left Support 1.71 k 15.614 in2 109.25 psi 2.29 k 1.06 k 90.00 9/ft 90.00 0m 0/ft Span= 7.008, Left Cant= 3.00ft, Beam Width = 3.500in x Depth = 7.251n, Ends are Pin -Pin Max Stress Ratio 0.615 1 1.76 k -ft -0.43 k -ft -1.44 k -ft 0.00 k -ft 3.14 fv 67.23 psi Fv 109.25 psi 1.8 k -ft 3.1 k -ft at 3.680 ft at 0.000 ft Total Load -0.017 in -0.085 in 3.840 ft 3.560 ft 5,088.4 991.82 [Stress Caics r Query Values I 0.00 ft 0.00 ft 0.00 ft LL LL LL Moment -0.43 k -ft 0.00 k -ft -0.43 k -ft Title : Dsgnr: Desertption : Scope : Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow Fv Allow Fc Allow E Reactions... Left DL Right DL Sxx 30.661 in3 CI 0.990 taLBE d 17.13 in3 14.01 in3 0.00 in3 Right Support 1.30 k 11.934 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd 7.00 ft 3.00ft R 900.0 psi 95.0 psi 625.0 psi 1,600.0 ksi 225.00 0/It 225.00 0/ft ti/ft Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Lu Lu Lu Job Date: 10:01AM, 7 DEC 01 34: 7.00 ft 3.00 ft 0.00 ft Beam Design OK 1.7 k 2.8 k Left 1.33 k 0 Right 1.06 k Camber: @ Left 0.002 in Center 0.025 in Right 0.000 in Maximum Shear • 1.5 Allowable Shear. 0.69 k 0.27 k Area 25.375 in2 Alkatikit112 1,229.94 psi 1,236.81 psi 1,24200 psi Shear 0.40 k 0.00 k 0.40 k Max 2.29 k Max 1.06 k Dead Load I�LLoad 0.001 in 0.093 in 64,089.1 774.9 1.048 in 0.485 in 0.000 in 0.000 in 0.0 0.0 Deflection 0.0000 in 0.0000 in 0.0000 in N., i`ei PM:•. n.:S�s,s; :; June 3, 2002 Alex Clark 1904 Third Avenue, Ste 500 Seattle, WA 98101 RE: Permit Application No. D01 -384 12400 East Marginal Way South Dear Permit Holder: Sincerely, city of Tukwila Department of Community Development Steve Lancaster, Director 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: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress 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 July 21, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefania Spencer Permit Technician Xc: Permit File No. 001 -384 Bob Benedicto, Acting Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 is 4,1., .tas,r .z.1 ^:, R.,<%ti 4ia i4v2t::t.i'a' ::. J O O O O W= CO a. W O . g Q ', 22 a • W Z I— O Z H-; W O � 's o t-- ▪ W Z O W Z � O IH Z ACTIVITY NUMBER: D01 - 384 DATE: 12 -13 -01 PROJECT NAME: GHC COMPUTER ROOM REMODEL SITE ADDRESS: 12400 E. Marginal Wy S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 1�� Bulk, g Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete � Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: I Z -f3� 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 GkBHIMY %ai Planning Division l2 -13 -o I Permit Coordinator DUE DATE: 12-13-01 Not Applicable No further Review Required DATE: DUE DATE 1 -10 -02 Not Approved (attach comments) DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -384 DATE: 12 -13 -01 PROJECT NAME: GHC COMPUTER ROOM REMODEL SITE ADDRESS: 12400 E. Marginal Wy S. SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V_ Comments: TUES /THURS ROUTING: Please Route TZ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 n PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Incomplete Fire Prevention Structural Approved Approved Conditions REVIEWER'S INITIALS: '�� Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-13-01 Not Applicable No further Review Re i uired DATE: DUE DATE 1 -10 -02 Not Approved (attach comments) DATE: I — K DUE DATE Not Approved (attach comments) n DATE: ■41 ` u' r. Y:' ^ <'%xk:+t+r.'�w. �'!�%it "' Yr *` I: :.:...... `'` r.:ltt.en . , PERMIT NO.: - DCA — •.y 4 BUILDING PERMITS INSPECTIONS ❑ I Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing V500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 0700 Framing ❑ 750 Root/Ceiling Insulation ❑ 800 Floor Insulation 801 Wall Insulation ❑ 802 Exterior Roof Insulation c, 803 Glazing Inspection ❑ 15 Lighting and Controls 0 Suspended Ceiling ge 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1 115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 1400 Final -Fire (2/1700 Final- Building ❑ 1900 Final- Reroof ❑ 100 Site Visit 4000 Special- Concrete 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 003 Special -Reinf Steel Prestress 4004 Special - Welding ❑ 4005 Special -High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special - Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 401' Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System Vex. iudAut,ise 044 "Ater 51.0 ❑ 10042 ❑ 10043 ❑ 10044 ❑ 10045 Permit Tech: CONDITIONS 2 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co '10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high - strength bolting shall be special inspected Ivy 009 Bolts installed in concrete shall be special inspected 110010 When special inspection is required...notify Tukwila Building Division NY10011 The special inspector shall submit a final signed report [2/ Any new ceiling grid and light fixture installation 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying tire retardant class of roof RK10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have tlame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected Ivy 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit f10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete. stone foundations. flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces Fuel burning appliances .Appliances. which generate Water heater shall be anchored Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer. Date: 1- 1.5-2-400Z. Date: Z Q • = . Z re 2 6 U U 0 W =, J H. W 0 } • d � Z F- 1- O Z LLJ D U m O N 2 f O . LLI = . O Z "PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -384 DATE: 12 -13 -01 PROJECT NAME: GHC COMPUTER ROOM REMODEL SITE ADDRESS: 12400 E. Marginal Wy S. SUITE # Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route II TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: proved with Conditio CORRECTION DETERMINATION: 11 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Response to Incomplete Letter # Planning Division Permit Coordinator DUE DATE: 12-1 3-01 Not Applicable No further Review Required DUE DATE 1 -10 -02 Not Approved (attach comments) DATE: ) 24-[ i n Comments: REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 1" : ;4vri z uJ Ix 2 6R U O (0 o W W I I- • LL, w g a . w < . I_ w Z = Z 2 CI • I-- w w ▪ U 0 ui z • (/) . 0 I- O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 384 DATE: 12 -13 -01 PROJECT NAME: GHC COMPUTER ROOM REMODEL SITE ADDRESS: 12400 E. Marginal Wy S. SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Structural Review Required Planning Division Permit Coordinator DUE DATE: 1 2-13-01 Complete Oi Incomplete Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: 1 Z - ` t � - O APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions DUE DATE 1 -10 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: rau; wyxw x •. vt3 fiY f Fi�'n ?1 �6� r)dSIV, 4 .:1:AV, >G,`:a; ?.tik w+<Ja iL , fist z re w U O: co w i. J H wO Li- CO = w Z F.- 1— O Z F— U � O N. w Li- H —O .. z 2? . 0 z 1 ACTIVITY NUMBER: D01 - 384 DATE: 12 -13 -01 PROJECT NAME: GHC COMPUTER ROOM REMODEL SITE ADDRESS: 12400 E. Marginal Wy S. SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions l l REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12 -13-01 Not Applicable n No further Review Required DATE: I2_ - f 3 — D 1 DUE DATE 1 -10 -02 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) I DATE: DUE DATE I I DATE: y..�. ta,..., , .ryw».s. «., .a,.r.5cp.n t� • ro e+ ; wknrcMm�rm�ro #t��4;�7 •' X . Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 2. — Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 b 12 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 / 4 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, wall or stall 5 5 Water closet, tank 5 3 Water closet, flush valve 10 6 1 I 0 Non - "' esidential Sewer Use Certf-eication (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Please print or type) (� Owner's Name C7 P / t/'/ C��� ' �� l/' Property Tax ID # • . a 4 CO (Last, First, Middle Initial) Property Legal Address: Building Name (if applicable) /N /Ai MA Subdivision Name Lot # Party to be Billed (if different from o ner) Subdiv. # Block # Party's Mailing Address: e'(x pr v/ //L. � - 21%10 • // Property Street Address ( 79 1 1 (2 j a W / Cart* City, State, Zip - 1 - 14411111.44- rD Owner's Phone Number (4.04,.. ) q tier • '74 12-- Owner's Mailing Address (if different from above) A-o G i kwa-� / 1 a/ fob A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 For King County use: Account # Monthly Rate Six Month Due 1058 (Rev. 2100) Total Fixture Units 41 . RCE White - King County or Property Contact Phone # ( 1 7 { 2 City or Sewer District l/AL- Date of Connection Side Sewer Permit # Demolition of pre - existing building? G Yes G No Demolition Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Fac' ity /Process: A ) 1 4. r . - % ► 7 / ecit 'vinL Estimate • Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ RCE 187 C. Total Residential Customer Equivalents: (addA &B) A N (� 241 aNil . tt , 5 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for deter at on of - revised capacity charge. Signature of Owner/ Representative Print Name of Owne Representative Date /Z' //' mod/ • Yellow - Local Sewer Agency Pink - Sewer Customer REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST ## E XP . ' DATE S EtiL`,EC * 37:2 NO 06/0:1 • `.E dTIVE DATE- "�'- ' Rr08/2'O/1963 SELLEN•,CONSTR CO INC :,\ , PO BOX 9970 • • SEATTLE WA 98109 I certify that the above registration number is true and accurate as a sworn notary in the City of Seattle, State of Washington, County of King. By: Cathy Epperson Date CITYOF JAN 2 2 2002 PERMIT CENTER Do I -38 - ,...•i�;. r:: >'a. ia:::�:Yn ,i ?fiA1'� h.,^;SY ilXiinfS?�ti +t�rl�.tayitfi'a' •iY�Et'iAi'' ' 1 7.4 WASHINGTON STATE NON - RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY PS PROVIDED - OK LIGHTING SUMMARY ECR AiNCA'_ SUMMARY LIGHTING ALLOWANCE = OK MECH. UNDER SEPERATE PERMIT LEGAL DESCRIPTION PARCEL A: That portion of tracts 21, 22, 31 and 32 of Riverside Interurban tracts, os per plat recorded in Volume 10 of Plats, page 74, records of King County, described as follows: Beginning ROC at a point on the westerly margin of primary State Highway No. 1, Foster Interchange to S. 118th Street, cs condemned under Superior Court Cause No. 646846, that bears south 04 degrees 33 minutes 59 seconds each 165,03 feet distant from the point of curvature of the west margin, Highway engineers station 76 +05.30, said point also begin the southeast corner of that certain tract of Iced as described in option agreement recorded under recording No. 7506090402; thence south 04 degrees 33 minutes 59 seconds east along said margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers station 68 +25; Thence south 58 degrees 17 minutes 25 seconds west 230.32 feet; thence south 21 degrees 32 :minutes 52 seconds east 36.80 feet to the south line of tract 32 of the Riverside Interurban tracts; thence north 89 degrees 17 minutes 24 seconds west 476.97 feet along the south line of tracts 31 and 32 to the easterly margin of East Marginal Way as established by Warranty deed found in King County records, King County recording No. 7412090465; Thence north 18 degrees 38 minutes 24 seconds west 12.65 feet along said easterly margin; thence north 12 degrees 54 minutes 24 seconds west 443.48 feet along said easterly margin; thence north 10 degrees 07 minutes 24 seconds west 333.78 feet along said easterly margin to the southwest corner of option agreement recorded under recording No. 7506090402; thence south 89 degrees 17 minutes 24 seconds east parallel to the south line of tracts 31 and 32 of Riverside Interurban tracts, a distance of 774.30 feet to the point of beginning; situate in the City of Tukwila, County of King, State of Washington. PARCEL B: Lots 1 and 34 in block 8 of Riverton, a replat of part of Riverside Interurban tracts, as per plat recorded in Volume 13 of Plats, page 36, records of King County; Together with the east 1/2 of vacated 37th Avenue south adjoining lot 34, as vacated by ordinance No. 1863 and recorded under recording No. 7402115011; EXCEPT the north 10 feet of said lots 1 and 34 conveyed to King County for road by deed recorded under recording No. 7401040466; And EXCEPT that portion lying east of the west margin of East Marginal Way, as established by deed recorded under recording No. 7401040467; and lots ' through 8 in block 7, and the north 10 feet of lot 24, and oil of lots 25 through 32 in block 7, and Tots 2 through 8 in block 8, and lots 27 through 33 in block 8; all in Riverton, o r eplat of part of Riverside interurban tracts, as per plat recorded in Volume 3 of Plats, page 36, records of King County; Together with that portion of vacated 37th Avemue South adjoining block 7 and 8, as vacated by ordinance No. 1863 and - ecorded under recording No. 7402115011; EXCEPT that portion of said blocks 7 and 8 conveyed to King County for 37th Avenue South by deed recorded rider recording No. 7401040465; and EXCEPT that portion of black 8 lying east of the west margin 0' East Marginal VJOy, as established by deed recorded under recording No. 7401040463; and ExcFPT the nortt 10 feet of lots 1 and 32 in block 7 conveyed for road by deed recorded under record Cc. 740104046 situate in the City of Tukwila, Kirg,State of Washington. GENERAL NOTES GENERAL I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES 2. DAMAGE PROP R CAOSED BY THE NESLI NE t OFT /ERCONTRCACTORINEER GAERNMMS t nonYEES,ROR n tto T Pt TORSSONS OR non 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS 1. ALL INFORMATION SHOWN ON THE DRAWN. RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERIMSE 3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE ORAMNGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE MN THE DRAWINGS AND SPECIFICATIONS. FIRE PROTECTION 1. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAWNGS TO ALL CODE OFFICALS AND ARE MARSHALL 2. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. 3. SUBMIT (2) COPIES OF THE FIRE PROTECTION DRAWINGS TO OWNER FOR RENEW BY OWNER'S INSURANCE CARRIER. 4. FRONDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER ARE MARSHALL'S DIRECTION. I FIRE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA Whi 75' -0" TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS U.L RATED -4A S. MAINTAIN STRUCTURAL AND ARE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL, MECHANICAL, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND SIMILAR SYSTEMS PER UNIFORM BUILDING CODE SECTION 302(d). 6. FIRE STOPPING: GROUP HEALTH COOPERATIVE REQUIRES SPECSEAL PRODUCTS BE USED IN CONFORMANCE TO SPECIFIED TECHNOLOGIES INC.. CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROMDING WALL BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 3. THERE SHPLL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. A ll SUCH LINES SHALL BE CONCEALED OR FURRED AND M E C H A N I C A L FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS 4. OFFSET STUD5 WHERE REQUIRED SO THAT AMISH WALL SURFACES MILL BE FLUSH. °CPARA,TE MO.D1 SCHEDULES GENERAL NOTES 5 MONDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS f 1.01 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH -INS - ;.RM I T AND ND .02 AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS. APPROVAL 1.03 7. FRONDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS EXPOSED TO THE EXTERIOR OR WHERE WOOD REQUIRED Mt.04 COMES INTO CONTACT WITH CONCRETE OR SOIL. 8. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. SEPARATE PEPI,tlt AND I. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CEILING FINISH SURFACE. APPROVAL REQUIRED CEILING FINISHES 1. ALL PAINT AND WALLCOVERINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROMDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL 1. ELECTRICAL & MECHANICAL SYSTEMS UNDER SEPERATE PERMIT. 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT OR OWNERS PROJECT MANAGER. 4. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. Parking and Occupancy Analysis for GHC Admonitrative Main Building 12400 East Marginal Way South, Tukwila Wa 98124 date: 12 -11 -2001 Buildign Area Warehouse Optial SerAce Pharmacy Data Management Laboratory Materiel Management General Office 1st Floor General Office 2nd Floor Amenities Parking Provided standard stalls 628 Floor Level Square Footage 27,742 8,332 35,391 45,850 23,695 60,442 21,519 80,927 22,690 Total 326,788 compact stalls Accessible 89 26 Occupancy S -1 F -1 F -1 - F -7 S -1 total 843 Bicycle spaces Spaces Required: 16 Spaces Provided: 18 Parking Count 843 greater than 780 = Parking OK DRAWING INDEX A R C H I T E C T U R A L AC COVER SHEET A1.1 SITE PLAN A2.1 OVERALL 1ST FLOOR PLAN A2.2 DEMOLITION AND SLAB LEVEL PLAN A2.3 FLOOR PLAN A2.4 FURNITURE PLAN A2.5 ENLARGED PLANS A3.1 EXTERIOR ELEVATIONS 44.1 BUILDING SECTIONS A5.1 A5.2 A5.3 A5.4 A5.5 WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS A6.1 SCHEDULES A6.2 DOOR DETAILS A7.1 INTERIOR ELEVATIONS A8.1 ROOF PLAN A9.1 REFLECTED CEILING PLAN A10.1 DETAILS S T R U C T U R A L S1.0 GENERAL NOTES - PLANS S2.0 SECTIONS AND DETAILS S3.0 MECHANICAL SUPPORT 54.0 INTERIOR ELEVATIONS AT PANEL M2.01. DETAILS UNDERFLOOR PLAN RAISED FLOOR PLAN REFLECTED CEILING PLAN ROOF PLAN L U M B I N I G .00 GENERAL NOTES AND SCHEDULES 2.01 PLUMBING FLOOR PLAN TE ; ALT T7 N p L E C T R I C A L rED €1.0 LIGHTING FLOOR PLAN 1u - " �V�E2.0 POWER AND SYSTEMS FLOOR PLAN E3.0 DETAILS AND LEGEND E4.0 SCHEDULES E5.0 NORMAL POWER DIST'N. SYSTEM ONE -LINE DIAGRAM E5.1 COMPUTER CENTER POWER ONE -LINE DIAGRAM E5.2 EMERGENCY DIST'N. SYSTEM ONE -LINE DIAGRAM Parking /s f. required 1 / 2,000 / 1,000 1 / 1,000 3 / 1,000 1 / 1,000 3 / 1,000 3 / 1,000 3 / 1,000 3 / 1,000 required stalls 9 36 138 24 182 65 243 69 780 CODE INFORMATION 1. BUILDING ADDRESS 2. JURISDICTION 3. LAND USE ZONE 4. BUILDING CODE 5. CONSTRUCTION TYPE 6. OCCUPANCY GROUP & AREA 7. SCOPE OF WORK THIS PROJECT SITE PLAN SCALE: 1" = 100' CIRCULATION 12400 E. MARGINAL WAY S. Seattle, Washington 98124 CITY OF TUKWILA MICA LIGHT INDUSTRY ZONING - RE: FEBURARY 2001 AMENDMENT LAND USE - MIC /L LIGHT INDUSTRY IN FEBURARY 2001 THE ZONING CODE WAS AMENDED TO PERMIT UP TO 20,000 S.F. OF OFFICE SPACE FOR THE MIC /L ZONING. EXISTING OFFICE SPACE MAY REMAIN, ANY ADDITIONAL OFFICE SPACE WILL BE SUBJECT TO THE NEW LIMITATIONS. THE EXISITNG USE OF THE USE OF THE AREA OF WORK WILL BE CONSOLIDATED IN THE SOUTHERN END OF THE REMODEL SPACE. THE NEW OFFICE SPACE USE WILL BE IN THE NORTHERN SECTION OF THE REMODEL SPACE. THE NEW OFFICE SPACE AND SUPPORT AREA IS 11,519 S.F. WHICH IS LESS THAN THE ALLOWABLE 20,000 S.F. 1997 UBC W/ WA. STATE AMENDMENTS TYPE 5 -N SPRINKLERED & TYPE II -N SPRINKLERED TYPE II -N SPRINKLERED IN AREA OF WORK EXISTING BUILDING 270,937 SF OCCUPANCY B OFFICE/ COMPUTER ROOM NEW CONSTRUCTION INTERIOR TENANT IMPROVEMENTS WITH ENTRY ADDITIONS 11,519 SF OFFICE SPACE 1ST FLOOR PREPARE COMPUTER ROOM SPACE FOR ADDITIONAL OFFICE SPACE AND TRAINING ROOMS 2,264 SF EXISTING USE CONSOLIDATED AREA 13,788 SF TOTAL AREA OF REMODEL 11,519 SF OF NEW OFFICE SPACE TAX IDENTIFICATION NUMBER 734060- 0480 -00 476.97 PROPOSED T.I. WORK 1ST FLOOR NORTH PROJECT TEAM Ow4, Group Health Cooperative 521 Wall Street Seattle, WA 98121 206/988 -2749 Proj. Mgr: Dean Cook Architect: Cornerstone Architectural Group 1904 3rd Ave Suite 500 Seattle, WA 98101 206 / 682 -5000 Project Mgr: Alex Clock LOCATION MAP ALL WORK TO COMPLY TO THE FOLLOWING CODES: UNIFORM BUILDING CODE 1997 EDITION ' UNIFORM MECHANICAL CODE 1997 EDITION UNIFORM ELECTRICAL CODE 1997 EDITION UNIFORM. FIRE CODE 1997 EDITION UNIFORM PLUMBING CODE 1997 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1997 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11,13, 20 WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 2000 WASHINGTON STATE VENTILATION CODE 1997 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN & DRAWINGS TO TUKWLA FIRE MARSHAL FOR APPROVALS. ANY AMMENDMENTS TO THE UBC BY THE CITY OF TUKWLA. 29' -0 BUILDING SETBACK DO Mechanical: PST Mechanical 9322 14th Avenue South Seattle, Washington 98108 (206) 764 -9663 Proj. Mgr: Doug Symmonds, Mike Haltom Structural: Peterson Strehle Martinson 820 John Street Seattle, WA 98101 (206) 622 -4580 Project Mgr: Steve Strehle, Ellen Eastgate Electrical: AWA Electrical Consultants 19015 - 36th Avenue West Suite H Lynnwood, WA 98036 (425) 775 -1799 Project Mgr: Jim Weber COPY ; ,,dorttard H _ ;1`u Plan Chock normals of sate to en'ors a-'. orr:issions and approval plans does not authorize the violation of any adopted code of approved plans s acknowledged. tractor's .:oP' / of P NORTH .Zy. rGco�/ SEPARATE REQUIRES FOR: $61ECHANICAL ELECTRICAL NePLUMMING (!GAS PIPING CITY OF TIJY.WILA BUILDING DIVISION RECEIVED CTTV OF TUKWILA DEC 11 0081 PERMIT CENTER NE *Coop erative H Health G of Puget Sound Project #: C9T5538 L sp 9N '^ M N �' O a 8 I- 5 g 1) E sg C c d co aS ro W_ i1Z co W C W o•E 2 �a 1- N project no. 360112 date 12/06/01 revisions sheet title sheet 3'L g ac ••• • ••••••reniuI u NM �Iwll ®NI■� .r-1-, �� ?7 — — j Q — — l II II I C) I APRON ■ n p EXTEND TO , SIOEWA_K 8E d, 1 DRIVE. HOU TENANT IMPROVEMENT / AREA OF WORK e°°oe 7e1e177e EW MECH. L. I RELOCATE LARGER LANDSCAPE PLANTS TO ADJACENT LANDSCAPE AREAS. EXIST. SIDEWALK EXIST. CHILLER EE EXISTING THREE LEVEL PARKING STRUCTURE I E 1 r EXISTING SIDER NEW ENTRY EWALK. RELOCATE LARG SCAPE PLANTS TO •� •CENT LANDSCAPE AREA -i1)-v EXISTING GROUP HEALTH FACILITIES SITE PLAN ❑ \\\\ \\\\ v A\ \� `\ \\\ \ \'\ i RECEIVED CITY pF TUKWILk DEC , 1 2o01 PERMIT CENTER Group Health Cooiperative of Puget Sound Project #: C9T5538 sheet .0 > . • 0 C CV L E cEt a C O al E cd O 0 M 0 .� t > la N ai N Q al a a ' c L-�U0 w 0 Q N I— project no. 360112 date 12/06/01 revisions sheet title Site Plan A1.1 IIVYVKW5o 16.4eia IFIRLauT 1i el i_I - 151.41,101 Ili Li N Him r. r I II IC" 11-1 I Ili II •I c)(C)L0Q — L , ==ta- , • 1 -1= Ii 85,ffi NORTH OVERALL FLOOR PLAN ANBFP-1 DWG SCALE: 1"=- 20'-0" \ I AREA OF WORK \\\ crAFM&LA DEL PERMIT CENTER IL -.3 Li C Health Group O Cooperative ofPugeSound Project C9T5538 cu DT) > 4 L t- E m a) a c o c c O cd E O M 0 ( 1 ) cc Cd 4 cd O " a• E o E o L. -0 O .4t project no. 360112 date 12/04/01 revisions sheet title Overall Floor Plan sheet ; A2.1 • VA NORTH O - 'L 3 I `D 3 DEMOLITION PLAN ANBFP -1.DWG 0.8 1 KEYED NOTES RE: A2.2 01 REMOVE INTERIOR WALL 02 SAW CUT OPENING IN EXISTING CONCRETE PANEL TO RECEIVE NEW WINDOW. BRACE PANEL WITH ADDITIONAL SUPPORTS AS REQUIRED. SEE STRUCTURAL. 03 SAW CUT OPENING IN EXISTING CONCRETE PANEL TO RECEIVE NEW DOOR AND FRAME. BRACE PANEL WITH ADDITIONAL SUPPORTS AS REQUIRED. SEE STRUCTURAL. SCALE: 1 '= 20' -0" ELEC (A130) ELEC A160 LOBBY ( A100L1 WKSTA CORRIDOR (A100C1 Ex, 4u- 0--- ∎404v - RPit !SD AREA VENDOR AREA OFFICE II A167 ) ( A168 ) ( A17 LA ) 0 FICE CTMPUCOM MEN OFD OFD WOMEN ( A178 ) NEW EQUIP. COFFEE II c SUPPORT OPEN OFFICE ( A172B ) op v4 CORRIDOR A100C3 ( A180 COMPUTER AREA ( A113 CONSOLES (3) KUM COMPUTE AREA O = =-I ;1 ii ii H II H II H x SLAB LEVEL FLOOR PLAN °D c0_1 A nlA, TYPICAL CONSTRUCTION NOTES RE: SHEET AI.I FOR WALL MMES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR 4" CONC. OVER MTL. DECK SUPPORTED DECK: ON OPEN MTL. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING ACT: EXISTING T -EAR CEILING IN PLACE WITH ACOUSTICAL CEILING PLES. VEP.IF". CEILING HT. 0 9 -0 A.F.F. RATED CORRIDOR 1 DOUR RATED CORRIDOR WALLS, 3 1/2" TUNNEL: METAL STUDS C. 16" O.C. WITH 5.'8` TYPE "X" CWB EA SIDE WITH 6" L.C.T. FRAMING @ 2' -0" O.C. WITH 5// TYPE "X" GWB AT TOP & BOTTOM OF LID. EXISTING RAISED USG ALL STEEL RAISED 2'x2' COMPUTER FLOOR: FLOOR SYSTEM WITH V' FINISH. EXISTING CONCRETE EXTERIOR WALL: 6 1/2" PRE -CAST ICINCRETE PANEL WITFI 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB PLUMBING 'WATER RESISTSNT ' /2” GWB OVER 3 1/2" CHASE WALL: METAL STUDS @' IC O.C. OVER EACH SIDE OF 10' OPEN PLUMBING CFIASE - PROVIDE DRAFT STOP @ TOP OF WALL - SEAL. RENE TRAT7NS @ FLOOR SLAB ABOVE FLOOR PLENUM .,c Q —n" ■ (212321nia CIT YEOFETU 8 DEC 11 %DUI PERMIT CENTER 1 6 0 0 N VJ E I- G) 0 Plan sheet Egi 5_ a � Group Health I ;; Cooperative of Puget Sound Project #: C9T5538 project no. 360112' date 12/06/01 revisions sheet title Demolition Floor Plan & Slab A2.2 1 WALL TYPES RE: A2.3 �1 EXISTING WALL TO REMAIN 1A EXISTING 1 HOUR RATED WALL TO REMAIN (] FULL HEIGHT INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDS ®16" O.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HEIGHT SECURE TRACK AT TOP AND BOTTOM ®18 O.C. AT RAISED FLOOR EXTEND TO STRUCTURE ABOVE (] INTERIOR PARTITION - NON -RATED 3 1/2" METAL STUDS ®16" O.C. W/ 5 /8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - FULL HEIGHT SECURE TRACK AT BOTTOM ®18 O.0 AT RAISED OR ELEVATED FLOOR. SECURE TOP OF WALL ® CEILING MAIN RUNNER, SEE DETAIL -- /A10.1 ® INTERIOR SOUND PARTITION - NON -RATED 3 1/2" METAL STUDS 0 16" O.C. W/ 5/8" TYPE "X" OWB EACH SIDE W/ ACOUSTICAL BATT INSULATION - EXTEND 1' -0" ABOVE EXISTING T -BAR CEILING, BRACE TO STRUCTURE ABOVE AT 4' -0 O.C., SECURE BOTTOM TRACK AT 18" O.C. AT RAISED OR ELEVATED FLOOR. PROVIDE ACOUSTICAL SOUND BATT INSULATION 2' -0" ON EITH S1DE OF SOUND WALL. PROVIDE SOUND PARTITION BELOW RAISED FLOOR COORDINATE LOCATION WITH MECHANICAL. (] RATED COORIOOR TUNNEL - 1 HOUR RATED 3 1/2" METAL STUDS ®16 O.C. W/ 5/8" TYPE "X" GWB EACH SIDE W/ ACOUSTICAL BATT INSULATION SECURE BOTTOM TRACK AT 18" O.C. - RATED LID AT COORIDOR TO BE LIGHT GAUGE JOIST WITH 5/8" TYPE "X GWB AT EACH SIDE (TOP AND BOTOM). LIGHT GAUGE JOIST TO BE 16 GAUGE, 4" DEEP UP TO 5' -0" SPAN, 6" DEEP UP TO 8' -0" SPAN, 8" DEEP UP TO 12' -0" SPAN. BRACE TO STRUCTURE ABOVE AT 4' -0 O.C. © MECHANICAL SHAFT PARTITION - NON -RATED 3 1/2' METAL STUDS ®16 O.C. W/ 5/8" TYPE "X" GIB EACH SIDE W/ ACOUSTICAL BATT INSULATION - EXTEND 1' -0 ABOVE EXISTING T -BAR CEILING, BRACE TO STRUCTURE ABOVE AT 4' -0 O.C., SECURE BOTTOM TRACK AT 18 O.C. AT SLAB LEVEL FLOOR. EXTEND G. TO BOTTOM OF RAISED FLOOR DECK, SECURE EDGE OF RAISED FLOOR AT WALL. M PLUMBING CHASE WALL - NON -RATED 3 1/2" METAL STUDS 0 16" O.C. W/ 5/8" WATER RESISTANT GWB W/ ACOUSTICAL BATT INSULATION AT FRAMED 10" CLEAR WALL CAVITY EXTEND STUDS TO CEILING BRACE TO STRUCTURE ABOVE AT 4' -0 O.C., SECURE BOTTOM TRACK AT 18" O.C. AT SLAB LEVEL FLOOR. ABOVE PROVIDE DRAFT STOPS AT TOP OF WALL, SEAL AT ALL PENETRATIONS AT ELEVATED FLOOR DECK. PROVIDE BACKING AND BLOCKING FOR ALL WALL MOUNTED EQUIPMENT. RE: A2.3 2 LEGEND EXISTING WALLS TO REMAIN - - - WALLS TO BE REMOVED PARTITIONS PARTIAL HEIGHT PARTITIONS - SEE WALL TYPES 1 HOUR RATED WALL OFD FLOOR DRAIN EXISTING RAISED COMPUTER FLOOR WITH 2' O" X 2' O" FLOOR PANELS 0 P ' Imo 14 , 1 7 4 O ( A100L1) CORRIDOR A100C1 15' -5 CORRIDOR A100C3) COFFEE A t1 0 • 0 _ AItI I 'a full, 1� l a �fl ELEC A130 RELOCATE LIEBER UNIT P - 1 0 r II ��` A4 II I III ,6• -5 �. n■11■■■■ ■■1■■ ■■�1■Ii ■� 111.1■■■■ ■ ■11v1 idE 11■1 ■■■■ ■■■■1Ii1C■I MINE iii 411111 I ll�lla IIIIC nom � 1 • n■■■ ■■■■ !1I uENIE tR1 ■n ■■■ 11n■■■ ■ ■MCI ■■ ■111 i1i� labs ■� 11111•..11: ■ :111IM ■N 1::!.�:a` m . m�l.n■■■ ■ 11 1�a :agammmedim ii n a ■■■ ■■ ■ 1111�ii11111i�\ IiHi , � N!!11111111E 11�11r.11� �s1�u111111 AS1�It•I�r1■■ �■ n 111 1 1 1 I I ■ min us ■ mmi - III 1 �© 1 11■ ■■■ ■__ ■■■ I n■■■ ■■ ■■■■ ■■ii , NNNN 11a■■■1�'�I■■ ■■ I n■■■■ •;_ �■■■■ ©: A178 IA p 11■■ ■■■111.. =. . 1111•11•••••111••11111 N 11■■ ■■■1},■■■ ■■Ii ( ° n■�II■■ IMIlIMIlr. I I L 1 Ark EXISENG FENCE TO REMAIN EGRESS EXIT k RAMP TO SIDEWALK N ,I ■���rEal1q - ■ � ■trail PROVIDE OPENING AT -� '` � FENCE, SEE DETAIL I ��11♦� 1■■I■■■�•1I11■ ■■i % — — — 11! P] ■■■ ■i�1■ ■ B I �f�i■■E 111■■ • •..rklZ't i iVi. ■ 1•■Ir■U• • NMI 1 ■ 111 u ■ I■ • ■nl■ Wag I 11■ \ a� I■`�WI(11�■ 11 1J. ■n �i 1 ■■■ ■ \ o � I . � i■ _ X1 1 In • . \ ,i: �B� �� ME �Jg11 li mav • ■ O UTER AREA A113) EATENTS (Al COMPUTE • AREA P ,■, 144°' ■ager ta FLOOR PLAN DC s "be) - $5 Li DD CIT pOF I-ULA DEC 1 1 2001 PERMIT CENTER 0 0 N f4ri, Group H ealth Cooperative of Puget Sound Project tk: C9T5538 !9_ • 0) CO ' 0 O • M E ? cc N • 05 0 • m • C • _ E O E 0 O < sheet project no. 360112 date 12/06/01 revisions sheet title Floor Plan C 0 0) C -C co F- A2.3 0 O (1 Al 75A WOMEN CORRIDOR A100C3 mpucom 5.3423 square ft. COMPUCOM shelving ( WKSTA A142A 10o s ft S 100 s fl smggivg SO Sgnertft MUM ELA ARE MUM S tP WKSTA A144E ®® WKSTA A143A NEW EQUIP. \ \ (A143 ) New s 555.2752 square fl NN' N 0 ELEC A130 ) A • ■ I I.1 NING A174A Q A17 1A 170 ( A172B WKS) ( A165E \KSTA • A 65 D1)♦ WKSTA WKST WKSTA .\ ? // \ \ A165J \ \ \ ( A165H '// \\ \ / / A AAL• \ \\ ._� WK \ 1 \ \ �•�', WKSTA A164M . \ \ \ WKSTA WKSTA'' 11, y f _ WKSTA A164H � �� fi r 0 \ .• O A1sac i WKSTAi A164D WKSTA WKST: ` �' •' Ermy FURNITURE PLAN fp1 -1 -e2.DWG o . �1� I 173A ¢ WKSTA®' LOBBY CORA10 RIDO c1 O ) `r`164A � +A ( A1ooL1 ) ! (o) ���� ` \ — A016 OPEN OFFICE WKSTA ■ I n OFFICE OFFICE ( A161 ) • ` ,�'� �\\ r • /i ��jWKSTA f ) _ • (A161X) ` •• ( A166) ( A167) KSTA `�• \ . A161B WKSTA ■I I • 11 / /..,:� • , • (A161C) I w -�, • WKST ;, � d� \ '�,_ A166e \_ K WK WKSTA 7 \ � L / /�fl A161T );f �•... // ® � A161A • WKSTA 6TA � • A161P �� � � // �' wxs �, � si � WKSTA . WKSTA // �/ WKS I. ' • ,Y 4i `� a„� `� ' . /�� • O ��`(66(K62N) WKSTa.. •� WKST;. .. WKSTA ` -\ \•.1E :r/ �.'•dd��� / /K62J)(A162L)•j1_ r/ _ " . TA ✓ // ` . a • � Avs�a �'• '� ( WKSTG •• � ��1 - . W<STAE� WK;SLr WKSTA �- W b/ B �a'ti // • // KSTA • , �/ �� /r ® O•� ,�� • O �`G6(163N) (A1630 ). Sao. WKS'o QI� / /.� `. • ��, / /•STA WKi7 WKSTA L, A 0 CONSOLES (3) COMPUTE AREA NORTH 0 SCALE: 1 "= 8' -0" 394 RECENED CITY OF TUKWILr DEC , 1 21,01 PERMIT CENTER tig Group ,1, He alth Cooperative of Pu Sound Project #: C9T5538 > , - 00 a ) o ai a m cc C 0 E 5, — > � cc as as 11 9 'PS O E O O project no. 360112 date 12/06/01 revisions 0 N sheet tine ▪ Furniture co Plan sheet A2.4 ME NORTH E. O ENLARGED ENTRANCE PLAN CD ENLARGED PLAN EXIT RAMP SCALE: 1"= SCALE: 1"= 4' —O" NORTH AV STOR. ( A176 ACCESSIBLE DRINKING �— _QUN7AIN_ —_ 5 -3 NORTH 4' -10" 5' • EXISTING LANDSCAPE DERMING TO REMAIN Alk ,�, I II Li MEN 3' -0" 3 -0 3' -0" 3' -0 O 2 -8 ° ,, 2 -8" FD A177 ) W ° FD WOMEN ( 178 ) 15 COFFEE A179 2' -0 2' -6 ENLARGED SOUTH ENTRY REF rog H' j IoR fb 4,14> riW +ors, CC SE 4. s411 A p 6 2 CORRIDOR (010003) 6 9 IS -4 FD SUPPORT ( A180 ENLARGED TOILET & COFFEE ROOM PLAN SCALE: 1 "= 4' -0" CONCRETE RETAINING WALL 13' -5" 4 HWH MOUNTED ON WALL OD 4' -0" A.F.F. WITH EXPANSION VALVE AND LEAK PAN TO DRAIN TO MOP SINK --r# CONCRETE SLAB ON - GRADE SCALE: 1 "= 4' —O" 1\ W 17 fay / I 8 31 ja' ,R ; G ..7ERED -� TECT ■ ■ RE CRV O TUKWILF. DEC 1 296i PERMIT CENTER Group „ Health OTPu S cooperative �� ou nd Project #: C9T5538 N 6) project no. 360112 date 12/06/01 revisions sheet title Enlarged Floor Plans sheet A2.5 T.O. WaLL FINISH GRADE T.O. INTERIOR SLAB SCREEN WALL @ WEST ELEVATION EX- ELEV.DWG WEST ELEVATION EX- ELEV.DWG T.O. PARAPET T.O. ISED F LOOR a T . C . INT SLAB T.O. PARAPET iIIIII!II T.O. RAISED FLOOR e T.O. INTERIOR SLAB NORTH ELEVATION EX- ELEV.DWG C EAST ELEVATION EX- ELEV.DWG PJ T.O. WALL SCALE: 1"= 8' -0" 20' -9 1/4" FINISH GRADE SCREEN WALL @ NORTH ELEVATION SCALE: 1 "= 8' -0" EX- ELEV.DWG SCALE: 1".= 8' -0" SCALE: 1"= 8' -0" C SCALE: 1"= 8' -0" 20' -9 1/4" O 20 -9 1/4" C 0 20 -9 1/4" 20' -9 1/4" PJ 20 -9 1/4" NEW 3'X 7' DOOR LANDING AND RAMP EXIT DOOR PJ 20' -9 1/4" SOUTH ELEVATION EX- ELEV.DWG PJ 20. -9 1/4" 20 -9 1/4" SCALE: 1 "= 8' -0" PJ co Group He al Cooperative WHPuget Sound 0\ft:58 CITY OF E I - V&L:. EEC ^I'::L: PERMIT CENTER Project #: C9T5538 :F5 C c N i. V C l ) I- E cd rn a c c o•ctE 0 0 0 c c wiz oi co I L 5 .F+ W ' cd c a• e a W • 0 Q xanCer J. Clark ATE OF WASHINGTON project no. 360112 date 12/06/01 revisions sheet title Exterior Elevations sheet A3.1 T.0. PARAPET © 0.0. RAISED FLOOR T.O. INTERIOR SLAB T.O. PARAPET e T.O. ROOR T.O. INTERIOR AISED FL SLAB T.O. PARAPET T.O. RAISED FLOOR 0 T.O. INTERIOR SLAB T.O. RAISED FLOOR /- T.O. CONCRETE SLAB/ BUILDING SECTION A —A EX- BSECT.DWG EX- BSECT.DWG BUILDING SECTION B —B EX- BSECT.DWG COORIUOR BUILDING SECTION C —C /III MECHANICAL UNIT SCREEN FENCE - X -0' HIGH CHAIN LINK FENCE WITH VISUAL INFlLL STRIPS lra - U T 1 - 1 1 P [ T EXISTNG ROOF DECK SCALE: 1"= 8 -0" MECHANICAL UNIT SCALE: 1 "= 8 -0" SCALE: 1 "= 8 -0" r MECHANICAL UNIT SCREEN FENCE - 7' -0" HIGH CHAIN UNK FENCE WITH VISUAL INFlLL STRIPS OPEN OFFICE OPEN OFFICE t i T I 1 I 0 INFlLL HOLES, TYR T.O. CONCRETE EX. EL.= 43.48' T.O. CONCRETE EX. EL. 43.48' B.O. T -B B 9' 0" ABOVE AR CEILING RAISED FLOOR T.O. RAISED FLOOR / EX. FIN. FLR.= 26.60 T.O. INI OR SLAB EX. S.O.G. 25.10' B.O. T -BAR CEILING 9' -0 ABOVE RAISED FLOOR T.O. RAISED FLOO / EX. FlN: FLR .= 26R .60 T.O. INTERIOR SLAB EX. S.O.G = 25.10' O PARTIAL SECTION INTERIOR ELEVATION @ EXISTING CONCRETE WALL O PARTIAL SECTION INTERIOR ELEVATION @ EXISTING CONCRETE WALL 1 xx.on SCALE: 1 "— 1' -0" ' °"W° SCALE: 1 "= t' -0" NOTE: 1. INFlLL ALL EXISTNG OPENINGS AND PENEIRATONS AT CONCRETE PANEL WALLS BETWEEN EXISITNG COMPUTER ROOM AND AREA OF REMODEL WORK. INFlLL CONSTRUCTON TO PROVIDE FOR A DIFFERENTAL OF PRESSURE ON EACH SIDE OF CONCRET PANEL WALL EXISTNC SUPPLY DUCT CAP PER MECH. EXISTING ROOF DECK - EXISTNC T -BAR CEILING 2 ALL WORK EFFECTNG COMMON CONCRETE PANEL WALL M111 EXISTNG COMPUTER ROOM SHALL BE EXICUTED IN A MANNER 1HAT WILL NOT EFFECT 1HE CONTNUOUS OPERATON OF 1HE ADJACENT COMPUTER ROOM. ALL T.O. CONCRETE EX. EL =43.48' B.O. T -BAR CEILING 9' -0" ABOVE RAISED FLOOR T.O. RAD OR �p EX. FIN. F FLO 26.60' T.O. INTERIOR SLAB EX. S.O.G.= 25.10' RECEIVED CITY OF TUKWILp. DEC 11 2007 PERMIT CENTER Group Health , Cooperative ofPugetSound Project *: C9T5538 > ,�� • i :� 0 L M � i C CC Cj M o cc a) co a) 0) D. o 0QUo project no. 360112 d ate 12/06/01 revisions L O N co o) Td I- cd sheet title Building Sections sheet A4.1 - DATE: 12/10/01 17:57 DRAWING NAME: \\Stone\C—Projects\GROUP HEALTH \AMB Computer Room Remodel \A4 Bsect\A4-1. Tukwila, Washington Permit Set 12-11-2001 DOOR TO NEW DOOR f OPENING v E%ISTNG REMAIN INFlLL DOOR OPENING BELOW RAISED FLOOR -,,,,,,,,,, %7W'' \1 INFlLL E)OSTNG DOOR OPENING )' CJ 0 0 0 Ck 0 0 0 C', 0 0 0 0 0 0 0 0 0 0 % 0 0 0 0 0 T.0. PARAPET © 0.0. RAISED FLOOR T.O. INTERIOR SLAB T.O. PARAPET e T.O. ROOR T.O. INTERIOR AISED FL SLAB T.O. PARAPET T.O. RAISED FLOOR 0 T.O. INTERIOR SLAB T.O. RAISED FLOOR /- T.O. CONCRETE SLAB/ BUILDING SECTION A —A EX- BSECT.DWG EX- BSECT.DWG BUILDING SECTION B —B EX- BSECT.DWG COORIUOR BUILDING SECTION C —C /III MECHANICAL UNIT SCREEN FENCE - X -0' HIGH CHAIN LINK FENCE WITH VISUAL INFlLL STRIPS lra - U T 1 - 1 1 P [ T EXISTNG ROOF DECK SCALE: 1"= 8 -0" MECHANICAL UNIT SCALE: 1 "= 8 -0" SCALE: 1 "= 8 -0" r MECHANICAL UNIT SCREEN FENCE - 7' -0" HIGH CHAIN UNK FENCE WITH VISUAL INFlLL STRIPS OPEN OFFICE OPEN OFFICE t i T I 1 I 0 INFlLL HOLES, TYR T.O. CONCRETE EX. EL.= 43.48' T.O. CONCRETE EX. EL. 43.48' B.O. T -B B 9' 0" ABOVE AR CEILING RAISED FLOOR T.O. RAISED FLOOR / EX. FIN. FLR.= 26.60 T.O. INI OR SLAB EX. S.O.G. 25.10' B.O. T -BAR CEILING 9' -0 ABOVE RAISED FLOOR T.O. RAISED FLOO / EX. FlN: FLR .= 26R .60 T.O. INTERIOR SLAB EX. S.O.G = 25.10' O PARTIAL SECTION INTERIOR ELEVATION @ EXISTING CONCRETE WALL O PARTIAL SECTION INTERIOR ELEVATION @ EXISTING CONCRETE WALL 1 xx.on SCALE: 1 "— 1' -0" ' °"W° SCALE: 1 "= t' -0" NOTE: 1. INFlLL ALL EXISTNG OPENINGS AND PENEIRATONS AT CONCRETE PANEL WALLS BETWEEN EXISITNG COMPUTER ROOM AND AREA OF REMODEL WORK. INFlLL CONSTRUCTON TO PROVIDE FOR A DIFFERENTAL OF PRESSURE ON EACH SIDE OF CONCRET PANEL WALL EXISTNC SUPPLY DUCT CAP PER MECH. EXISTING ROOF DECK - EXISTNC T -BAR CEILING 2 ALL WORK EFFECTNG COMMON CONCRETE PANEL WALL M111 EXISTNG COMPUTER ROOM SHALL BE EXICUTED IN A MANNER 1HAT WILL NOT EFFECT 1HE CONTNUOUS OPERATON OF 1HE ADJACENT COMPUTER ROOM. ALL T.O. CONCRETE EX. EL =43.48' B.O. T -BAR CEILING 9' -0" ABOVE RAISED FLOOR T.O. RAD OR �p EX. FIN. F FLO 26.60' T.O. INTERIOR SLAB EX. S.O.G.= 25.10' RECEIVED CITY OF TUKWILp. DEC 11 2007 PERMIT CENTER Group Health , Cooperative ofPugetSound Project *: C9T5538 > ,�� • i :� 0 L M � i C CC Cj M o cc a) co a) 0) D. o 0QUo project no. 360112 d ate 12/06/01 revisions L O N co o) Td I- cd sheet title Building Sections sheet A4.1 - DATE: 12/10/01 17:57 DRAWING NAME: \\Stone\C—Projects\GROUP HEALTH \AMB Computer Room Remodel \A4 Bsect\A4-1. Tukwila, Washington Permit Set 12-11-2001 E d E m 3 EXISTING AC EXISTING RAISED FLOOR EXISBNG C.C. SLAB EXISTING FOOTING & FOUNDATION -� T_0. CONCRETE { EXISTING CONC. ▪ EXTERIOR WALL EXISTING BERMED LANDSCAPING T.U. RAISED FLOOR �. EX. EL. =26.60' T._0 I NTERIOR SLA Bvk EX EL.= 25.10 O WALL SECTION ( EXIST. EXTERIOR WALL I SCALE: 3/4 "= C -0" WALL SECTION © EXIST. EXTERIOR WALL, O SCREEN WALL, & NEW WINDOW SCALE: 3/4 "= 1' -0" EXISTING ACT EXTERIOR DOOR EXISTING RAISED FLOOR EXISTING CONC. SLAB EXISTING FOOTING & FOUNDATON -� T.O. CONCRETE /` EX. EL.= 43.48' Y EXISTING CONC. EXTERIOR WALL EXISTING SCREEN WALL PE 1R /2" PLA PIPE N RAIL '= O WALL SECTION (4 EXTERIOR DOOR & LANDING SCALE: 3/4 "= 1' -0" T.O. RAISED FLOOR EX. EL 26.60' FINISH GRADE TO . INTERIOR SLAB L.= 25.10 TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR 4" CONC. OVER MTL. DECK SUPPORTED DECK: ON OPEN MTL. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING ACT: EXISTING T -BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. 0 9' -0" A.F.F. RATED CORRIDOR 1 HOUR RATED CORRIDOR WALLS. 3 1/2" TUNNEL: METAL STUDS 0 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING 0 2' -0" O.C. WITH 5/8" TYPE "X" GWB AT TOP & BOTTOM OF LID. EXISTING RAISED USG ALL STEEL RAISED 2 COMPUTER FLOOR: FLOOR SYSTEM WITH VINYL FINISH. EXISTING CONCRETE 6 1/2" PRE -CAST CONCRETE PANEL WITH EXTERIOR WALL: 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB. PLUMBING WATER RESISTANT 1/2" GWB OVER 3 1/2" CHASE WALL: METAL STUDS ®i6" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE - PROVIDE DRAFT STOP ® TOP OF WALL - SEAL PENETRATIONS 0 FLOOR SLAB ABOVE FLOOR PLENUM. (2) 12 GA/ `WIRES N 8' - O.C. OR TO RESIST 5 PSF. TRANSVERSE LOAD. ATTACH W/ HAND WRAPPED TIGHT LOOPS. ATTACH TO STRUCT. CONE. "" METAL ' PAPER 1NG CONT. 3 1/2" X 2" METAL TRACK W/ (2) p10 SCREWS 0 16" O.C. CONT. 25 GA. STL. RUNNER CHANNEL ANCHOR TO FLOOR 0 18" O.C. 2" X 1/8" FOAM TAPE - CONT r ATTACH TO MAIN RUNNER PARALLEL OR PERPENDICULAR TO PARTITION FOAM TAPE - CONT. 3 1/2" X 25 GA. GALV. MTL STUDS 0 16' O.C. W/ 5/8" TYPE "X" GWB 4" RUBBER BASE MATCH FACILITY STANDARD EA. SIDE EXISTING RAISED FLOOR L EXISTING CONC. SLAB EXISTING ACT T.O. RAISED FLOOR,-` T.O. INTERIOR SLA_B,'I� • 1 S�kt1� A ,e MUM Project #: C9T5538 1E f3 Group Health Health Cooperative of Puget Sound L- E 0 •W E 0 U M o c c • ad N _ j to Il i � �U® W aQ N I T project no. 360112 date 12/06/01 revisions ci: WALL SECTION © DEMISING WALL CD WALL SECTION © PARTITION SCALE: 3/4 "= 1' -0' SCALE: 3/4 "= 1' -0" O RECEIVED O CITY DF TUKWILA DEC 1 2001 sheet title PERMIT CENTER WoII A` Sections / VJ sheet A5.1 RECESSED CAN LIGHT PER PLAN SLAB - EXISTING CONC. 0 WALL SECTION © CORRIDOR SCALE: 3/4 "= 1' -0" CEI f10NG ' -0" EXIST. CEILING CO. RAISED FLOOR EX FI_ =26 .60' Ti INTERIOR SLABS( . E% EL.= 25.10' EXIST. ACT ELEC. EXIST. RAISED FLOOR RATED CORRIDOR TUNNEL ELEVATED FLOOR DECK MIL. STUDS WITH MIL. TRACK T k B EXISTING CONC. SLAB FT F- LOBBY OPEN BEYOND O WALL SECTION @ LOBBY SCALE: 3/4 "= 1' -0" RATED CAN LIGHTS PER PLAN F- RATED CORRIDOR TUNNEL EXIST. ACT OPEN OFFICE T.O. RAISED_FLOO E%. EL= 2660 R -<J T INT SLAB EX. L.ER= 510 0 EXISTING ROOF STRUCTURE BRACE WALL r0 STRUCT. ABOVE ®4' -0" O.C. EXISTING ACT EXISTING CONC. SLAB TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR DECK: EXISTING ACT: RATED CORRIDOR TUNNEL: EXISTING RAISED FLOOR: EXISTING CONCRETE EXTERIOR WALL: 4" CONC. OVER MIL. DECK SUPPORTED ON OPEN MTL. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING T -BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. ® 9' -0" A.F.F. 1 HOUR RATED CORRIDOR WALLS. 3 1/2" METAL STUDS 0 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING 0 2' -0" O.C. WITH 5/8" TYPE "X" GWB AT TOP & BOTTOM OF LID. USG ALL STEEL RAISED 2'X2' COMPUTER FLOOR SYSTEM WITH VINYL FINISH. 6 1/2" PRE -CAST CONCRETE PANEL WITH 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB. PLUMBING WATER RESISTANT 1/2" GWB OVER 3 1/2" CHASE WALL: METAL STUDS ®i6" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE - PROVIDE DRAFT STOP ® TOP OF WALL - SEAL PENETRATIONS ® FLOOR SLAB ABOVE FLOOR PLENUM. MECH. DUCT SEE MECH.- INTERIOR WALL PER PLAN EXISTING RAISED FLOOR O WALL SECTION © SUPPLY SHAFT SCALE: 3/4 "= 1' -0" __EXIST. CEILING 7.0. RAIS FLOOR /� EX. EL- 26. �' Ti INTERIOR SLAB . EX EL.= 25.10' RECEIVED CRY OF TUKWILA DEC 1 1 2001 PERMIT CENTER 0 Group Cooperative ofPugetSound Project #: C9T5538 Sections sheet project no. 360112 date 12/06/01 revisions sheet title Wall c C) A5.2 RATED CORRIDOR EXIST. ACT --\ OFFICE EXIST. ACT J OFFICE TUNNEL CORRIDOR EXIST. RAISED FLOOR ELEVATED FLOOR DECK EXIST. RavD FLOOR _� I MIL. UDS ST VATH Mn RAGa r & e \1 RECESSED CAN LIGHT PER PLAN SLAB - EXISTING CONC. 0 WALL SECTION © CORRIDOR SCALE: 3/4 "= 1' -0" CEI f10NG ' -0" EXIST. CEILING CO. RAISED FLOOR EX FI_ =26 .60' Ti INTERIOR SLABS( . E% EL.= 25.10' EXIST. ACT ELEC. EXIST. RAISED FLOOR RATED CORRIDOR TUNNEL ELEVATED FLOOR DECK MIL. STUDS WITH MIL. TRACK T k B EXISTING CONC. SLAB FT F- LOBBY OPEN BEYOND O WALL SECTION @ LOBBY SCALE: 3/4 "= 1' -0" RATED CAN LIGHTS PER PLAN F- RATED CORRIDOR TUNNEL EXIST. ACT OPEN OFFICE T.O. RAISED_FLOO E%. EL= 2660 R -<J T INT SLAB EX. L.ER= 510 0 EXISTING ROOF STRUCTURE BRACE WALL r0 STRUCT. ABOVE ®4' -0" O.C. EXISTING ACT EXISTING CONC. SLAB TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR DECK: EXISTING ACT: RATED CORRIDOR TUNNEL: EXISTING RAISED FLOOR: EXISTING CONCRETE EXTERIOR WALL: 4" CONC. OVER MIL. DECK SUPPORTED ON OPEN MTL. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING T -BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. ® 9' -0" A.F.F. 1 HOUR RATED CORRIDOR WALLS. 3 1/2" METAL STUDS 0 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING 0 2' -0" O.C. WITH 5/8" TYPE "X" GWB AT TOP & BOTTOM OF LID. USG ALL STEEL RAISED 2'X2' COMPUTER FLOOR SYSTEM WITH VINYL FINISH. 6 1/2" PRE -CAST CONCRETE PANEL WITH 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB. PLUMBING WATER RESISTANT 1/2" GWB OVER 3 1/2" CHASE WALL: METAL STUDS ®i6" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE - PROVIDE DRAFT STOP ® TOP OF WALL - SEAL PENETRATIONS ® FLOOR SLAB ABOVE FLOOR PLENUM. MECH. DUCT SEE MECH.- INTERIOR WALL PER PLAN EXISTING RAISED FLOOR O WALL SECTION © SUPPLY SHAFT SCALE: 3/4 "= 1' -0" __EXIST. CEILING 7.0. RAIS FLOOR /� EX. EL- 26. �' Ti INTERIOR SLAB . EX EL.= 25.10' RECEIVED CRY OF TUKWILA DEC 1 1 2001 PERMIT CENTER 0 Group Cooperative ofPugetSound Project #: C9T5538 Sections sheet project no. 360112 date 12/06/01 revisions sheet title Wall c C) A5.2 WIRE SCREEN OPENING PER ME. EXISTING ACT EXISTING RAISED FLOOR GWB CEILING INTERIOR WALL PER PLAN MEN WIRE SCREEN J L EXISTING ROOF STRUCTURE DRAFT STOP ® TOP OF PLUMBING CHASE GWB CEILING LID PLUMBING CHASE WALL ELEVATED FLOOR DECK EXISTING CONC. SLAB WOMEN 0 WALL SECTION THRU RESTROO I1S, CORRIDOR, & COFFEE ROOM SCALE: 3/4 "= 1' -0" BRACE TO STRUCT. ABOVE 0 4' -0" O.C. IYP. ACT CEILING RAT•NEL ED CORRIDOR CORRIDOR 10 - 6" AFF COFFEE EXIST. ACT CEILING TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR 4" CONC. OVER MTL. DECK SUPPORTED DECK: ON OPEN MN. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING ACT: EXISTING T -BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. 0 9' -0" A.F.F. RATED CORRIDOR 1 HOUR RATED CORRIDOR WALLS. 3 1/2" TUNNEL: METAL STUDS 0 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING ® 2' -0" O.C. WITH 5/8" TYPE "X" GWB AT TOP & BOTTOM OF LID. EXISTING RAISED USG ALL STEEL RAISED 2'X2' COMPUTER FLOOR, FLOOR SYSTEM WITH VINYL FINISH. EXISTING CONCRETE 6 1/2" PRE -CAST CONCRETE PANEL WITH EXTERIOR WALL: 3 1/2" MTh. STUD INTERIOR FURRING BATT INSULATION AND GWB. PLUMBING WATER RESISTANT 1/2" GWB OVER 3 1/2" CHASE WALL' METAL STUDS 0 16" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE - PROVIDE DRAFT STOP 0 TOP OF WALL - SEAL PENETRATIONS 0 FLOOR SLAB ABOVE FLOOR PLENUM. EXIST. CEILING •t9' -0" INTERIOR WALL PER PLAN CABINETRY PER PLAN - EXISTING RAISED FLOOR T.O. ISED FLOOR EX. RA EL.= 26.60' T.O. IO SB EX. L. INTER = 25 10 ' �/ _ *1) CITY OF DEC 1 1 2001 PERMIT CENTER 0 ■® Group alth Cooperative ofRUgetSound Project # C9T5538 .c �- M > . -0 co W N m E co C 0 — d r o - > cc J o ai ) _ L . o , i al �- W o Vo en CV project no. 360112 ' date 12/06/01 revisions sheet title Wall Sections c sheet A5.3 O SECTION © MAIN ENTRANCE TO REMODEL SCALE: 3/4 "= Nulval'3 TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET A9.1 FOR CEILING TYPES ELEVATED FLOOR DECK: 4" CONC. OVER MTL. DECK SUPPORTED ON OPEN MTL. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING ACT: EXISTING T —BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. ®9' —O" A.F.F. 1 HOUR RATED CORRIDOR WALLS. 3 1/2" METAL STUDS 0 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING © 2' -0" O.C. WITH 5/8" TYPE "X" G. AT TOP & BOTTOM OF LID. EXISTING RAISED USG ALL STEEL RAISED 2'X2' COMPUTER FLOOR: FLOOR SYSTEM WITH VINYL FINISH. RATED CORRIDOR TUNNEL: EXISTING CONCRETE EXTERIOR WALL: PLUMBING CHASE WALL 6 1/2" PRE —CAST CONCRETE PANEL WITH 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB. WATER RESISTANT 1/2" ORB OVER 3 1/2" METAL STUDS 0 16" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE — PROVIDE DRAFT STOP ® TOP OF WALL — SEAL PENETRATIONS ® FLOOR SLAB ABOVE FLOOR PLENUM. RECEIED CITY OF T DEC 11 2001 PERMIT CENTER O 0 N N Group Health " : Cooperative of Puget Sound Project #: C9T5538 L CI ? . 0 0) 63 _ c © o 'o E � 0 s s > ao aid a a 2 5 o a ai a o- ' W project no. 360112 date 12/06/01 revisions sheet title Wall Sections sheet A5.4 -I O SECTION @ SOUTH ENTRY A P 0 RIDGE VENT SCALE: 3/4 "= 1' - 0" 1X8 CEDAR FRAMING BOARD D SIDING 6" FIXTURE CAN DOWN LIGHTS WOOD BEAM 3 "X3 /16" TS POST CONC. RETAINING WALL CONC. SIDEWALK T.O. PARAPET T.O. RAISED FLOOR EX. FIN. FLR. = 26.60' T.O. RAISED FLOOR EX. FIN. FLR.= 25.10' EXISTING FOUNDATION BEYOND CD SECTION @ SOUTH ENTRY TYPICAL CONSTRUCTION NOTES RE: SHEET A1.1 FOR WALL TYPES RE: SHEET AS.1 FOR CEILING TYPES ELEVATED FLOOR 4" CONC. OVER MTh. DECK SUPPORTED DECK: ON OPEN MTh. STUD FRAMING OVER EXISTING CONCRETE SLAB. EXISTING ACT: EXISTING T -BAR CEILING IN PLACE WITH ACOUSTICAL CEILING TILES. VERIFY. CEILING HT. 15 T -0" A.F.F. RATED CORRIDOR 1 HOUR RATED CORRIDOR WALLS. 3 1/2" TUNNEL: METAL STUDS ® 16" O.C. WITH 5/8" TYPE "X" GWB EA. SIDE WITH 6" L.G.T. FRAMING © 2' -0" O.C. WITH 5/8" TYPE "X" GWB AT TOP & BOTTOM OF LID. EXISTING RAISED USG ALL STEEL RAISED 2'X2' COMPUTER FLOOR: FLOOR SYSTEM WITH VINYL FINISH. EXISTING CONCRETE 6 1/2" PRE -CAST CONCRETE PANEL WITH EXTERIOR WALL: 3 1/2" MTL. STUD INTERIOR FURRING BATT INSULATION AND GWB. PLUMBING WATER RESISTANT 1/2" GWB OVER 3 1/2" CHASE WALL: METAL STUDS ®16" O.C. OVER EACH SIDE OF 10" OPEN PLUMBING CHASE - PROVIDE DRAFT STOP ® TOP OF WALL - SEAL PENETRATIONS ® FLOOR SLAB ABOVE FLOOR PLENUM. 3" DIA. DOWNSPOUT TIGHT LINE TO EXISTING STORM DRAIN SYSTEM, TYP. / � EACH SIDE CONCRETE SIDEWALK 1/2" SOFFIT BOARD 4" ALUM. GUTTER 3" CONT. VENT W/ INSET SCREEN 6" EXTERIOR CAN DOWN LIGHTS (TYP. OF 4) NEW ENTRY DOOR CONC. RETAINING WALL PJ RIDGE VENT STANDING SEAM MTh. ROOFING OVER 1S# BLDG PAPER OVER 5/8" PLYWOOD SHEATHING PRE- FABRICATED WOOD TRUSS SCALE: 3/4 "= (' -0" 41 10 u:58 1X8 CEDAR FASCIA BOARD CIT lPriIKWILA DEC 11 2001 PERMIT CENTER Group 0 Health , Cooperative of Puget Sound Project I: C9T5538 12 • � -0 iI co W • C cc o 0 o g cc Cd L- W al W E o • � E o � '- V g 5- P t project no. 360112 date 12/06/01 revisions sheet title Wall Sections sheet A5.5 DOOR SCHEDULE ISO AREA NEW EOUIP ROOM NAME WIDTH X OMPUCOM - D ETAIL:: 3A OM Eft AREA HEIGHT 'U ---- -® - -- -- MEM -- -I-I ®m © - -®' 1 / A6 _ O6 VENDOR ARFA 6'L'x]'-0' ® m ® ®m - - -EEM ® NIMEMI � - -- A6.t ® ®m0- -� 3rA6.t - --' m ®m © © -MIN 1IA6.1 - ----- - - - - -- -� -- --- m -- -_ -- MOOLIA •.. •.' - ®�m ® ®m_ - -® YA6.1 - IIIIIII- - -_ _____ - -_ IA6.1 M ERINNIMINNEMIMINIENEMOICEIEMESIMEIMIMEEIN t �. /� � �� ®® 0- -- 1lnb.t - ® ' -- - ___ ®m_ - - -- -------- - - - - -- - OFFIC ® __ -- ©� ®� © --_ -IDF -���� �� B L �e - -�■- i®_DFEICE - m�■�� ®� ©- - -_ _- At],n ��ia©MIN®M©o��� IIM At]64 -®' ©I II- ®ITI- © -- IIIIIIII I .® '�' -®' ©NIIM®NTI©© -MEM- - ®- sM©ENIM ®EMI- © -MEIMEI- 6A RITIMMIIMENSIMMIMMIBIIMMIMMICEIMENIIMIIMINITIMENIIMINEMBEI NOTE N2. 6 DPP O111151©1113®1K©MI SIMIEW NOTES EXISTING DOOR TO REMAIN 1ST FLOOR LEGEND HM PL PT WD SMED EX SG LEGEND Ex PT STL WG SG EXISTING FACTORY FINISH HOLLOW METAL PLASTIC LAMINATE PAINT WOOD STEEL 5 E GLASS FET CUSS NUMBER STL. STL. STL. SG SG SG A116B A1678 A1708 A171B WIDTH x HEIGHT 4' -0"X4' -0" 4' -0 "X4' -0" 4' -0"X4LO 4' -0 "X4' -0" GLAZING SG SG FRAME TYPE MAIL FINISH R1 STL. STL. PT PT PT PT PT RATING 2/A6.1 2 /A6.1 2/A6.1 DETAILS HEAD JAMB SILL 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 2/A6.1 NOTES RELITE SCHEDULE HOLLOW METAL PLASTIC LAMINATE PAINT WOOD DOOR PROVIDED BY VENDOR. HARDWARE PROVIDED BY CONTRACTOR INSTALLED BY OWNER EXISTING SAFETY GLAZING NOTE, 1. FOR RECITE TYPES, SEE SHEET A6.4 NOTE 1 FOR DOORS RECITE TYPES SEE SHEET A6.4 DOOR SCHEDULE NOTES: 1. EXISTING SHELL DOOR. 2. MAGNETIC HOLD OPEN ON RATED DOOR CONNECT TO FIRE ALARM SYSTEM. 3. SWING CLEAR HINGES NOTE 41, PATCH 8 REPAIR O DOOR HEAD / JAMB SIM. Det1- 01.DWG SCALE: 3 "= 1' -0" SOLID CORE WOOD DOUBLE DOOR NON - RATED D1 DOOR TYPES 1• w HOLLOW METAL FRAME HOLLOW METAL FRAME - RATED NON -RATED F1 F2 DOOR FRAME TYPES DOOR, RECITE & FRAME TYPES DR- TYPES.DWG PARTITION AS SCHEDULED H.M. FRAME FRAME ANCHOR 1/4" WIRE GLASS REMOVABLE MTL. STOP SOLID CORE WOOD DOOR SOLID CORE WOOD NON -RATED DOUBLE DOOR - RATED FRAME OPENING ROOM FINISH SCHEDULE A140 A141 A1 42 A76 A769 MUM A773 A174 A175 A176 A777 A178 A179 A180 CORRIDOR LOBBY VENDOR AREA COMPUCOM ISO AREA CP T1 CPT1 _ ®® ®11111® 11111® ®000® RB EMI= IIIIIMM®IIMM® ®© RB ®11111111, ®IIIIII ® ®I_ RB MUM INEMINCEIN11111 ®_ RB ACT _ ® Pi P1 Pi P1 PT1 ■ Gws P1 Pi Pt Pt CPTt GWB P1 Pt P1 P1 SV ACT P11FRP PiIFRP ®�■ ®■ roil ail. NEW EQUIP ELA AREA ELECTRIC OPEN OFFICE OFFICE OFFICE IDF OFFICE 'OFFICE OFFICE TRAINING TRAINING MAT 'L CP Ti CPT FINISH RB RB RB AC FINISH BASE CEILING NOTES ROOM NO. ROOM NAME WALL FINISH ®® ®® imosanciimmensom 11111�� 11111�A T CPT 11111 111:111 GP ® 11111 11,1111111111,11- 1111111111IIIIIIIIIIIII 'lllllllll 11111111111 11111111111111 AC T A100C1 CORRIDOR CORRIDOR FLOOR O RELITE HEAD / JAMB SIM. Det1- 02.DWG SCALE: 3 "= 1' -0" HOLLOW METAL FRAME - RATED SEE PARTITION TYPES HOLLOW METAL FRAME - RATED HOLLOW METAL FRAME NON -RATED DOOR PER SCHEDULE EXISTING CONCRETE PANEL WALL. JAMB ANCHOR SHIM j . 3 0" SOLID CORE WOOD DOOR - RATED SEALANT & BACKER ROD EA. SIDE CONT. O DETAIL - JAMB Det1- 03.DWG SCALE: 3 "= 1' -0" TYP CAL DETAIL LOCATIONS EXTERIOR DRIP EDGE DOOR PER SCHEDULE LEGEND ACT CB CP, CPT2 CPT3 CT FRP GWB LIN1 P3 RAF RB VCT VWC RB SV VCT VC-ACT ACOUSTICAL TILE COVER BASE CARPET CARPET CARPET CERAMIC TILE FIBERGLASS REINFOCED PANEL GYPSUM WALLBOARD LINOLEUM PAINT PAINT PAINT RAISED ACCESS FLOOR - EXISTING RUBBER BASE: 4• VINYL COMPOSITION TILE VINYL WALL COVERING RUBBER BASE: 4 SHEET VINYL VINYL TILE VINYL COATED - ACOUSTICAL CLING TILE HOLLOW METAL DOOR HOLLOW METAL DOOR NON -RATED NON -RATED HOLLOW METAL NON- RATED 1. ALL DOORS OPENING TO CORRIDORS SHALL HAVE CLOSERS AND SMOKE GASKETS. 2. ALL HARDWARE SHALL BE LEVER HARDWARE & RATED FOR 20 MIN, DOOR ASSEMBLY. ALL HARDWARE SHALL CONFORM TO THE 97' UBC CHAPTER 11 AND THE WASHINGTON STATE AMENDMENTS, 3. ALL GLAZING TO BE TEMPERED PER CODE UBC SECTION 2406. 4, AT RECITES AND DOORS SET FRAME 4" FROM CORNER OF WALL INTERSECTION. TYP, U.N.O. 5. CONTRACTOR TC BRACE TOP OF WALL TO STRUCTURE ABOVE AT STRIKE SIDE OF JAMB, TYP U.N.O. 6. ALL RATED DOORS AT CORRIDORS SHALL HAVE "S" RATING LABEL - AS REQUIRED 1 0\ --.1 bB`i INTERIOR EXISTING CONCRETE PANEL WALL. ANCHOR `SEALANT AND BACKER ROD EA. SIDE SCALE: 1 "= 4' -0" DETAIL - HEAD @ EXTERIOR WALL Det1- 04.DWG SCALE: 3 "= 1' -0" ECEIVED CRY R OF TUKWILA DEC 11 7001 PERMIT CENTER 3 Group Health Cooperative of Puget Sound Project %: C9T5538 0 Cl) O N m a c o C O c d E c 0 8 I L ' j n ci) Q. Q1 O o E o project no. 360112 date 12/06/01 revisions sheet A6.1 N O C 0 c co as aT L i sheet title DOOR & RELITE TYPES & .DETAILS O STOREFRONT JAMB 1 Det1- 05.dwg SCALE: 3 "= 1' -0" GLAZING ALUMINUM WINDOW STOREFRONT EXIST. CONCRETE PANEL SHIM, SEALANT & BACKER f — ROD BOTH SIDES SAW CUT CHAMFER 0 JAMB EXISTING CONCRETE WALL EXIST. FURRED WALL - FINISH 0 OPENING LI GLAZING GLASS STOP STOREFRONT ALUM. ENTRY DOOR HEAD L STOREFRONT DETAIL Detl- 08.dwg SCALE: 3 "= 1' -0" O WINDOW DETAIL - JAMB O STOREFRONT HEAD 3 Det1- 07.dwg SCALE: 3 "= 1' -0" Det1- 06.dwg SCALE: 3 "= 1' -0" STOREFRONT TYPES SF—TYPES DWG EXIST. CONCRETE WALL SEALANT AND BACKER ROD BOTH SIDES TYP. EXISTING FURRED WALL CHAMFER FINISH 0 DRIP FLASHING OPENING DEFLECTION CHANNEL STOREFRONT GLAZING if 0 EXI VEV FURRED WALL - FINISH 0 OPENING SUSPENDED CEILING TILE $ 0 -0" AFF HEAD 5/8" GWB TAP. -MATCH EXISITNG SILL , O WINDOW DETAIL WND -1.dwg EX STING CONCRETE PANEL REVEAL E%IST: CONCRETE WALL SEALANT AND BACKER ROD BOTH SIDES TYP. CHAMFER EXIST. 0 PANEL DRIP FLASHING DEFLECTION CHANNEL STOREFRONT GLAZING DRIP SILL CHAMFER - EXISTING PANEL GLAZING ALUMINUM WINDOW STOREFRONT SHIM, SEALANT & BACKER ROD BOTH SIDES EXISTING CONCRETE WALL GLAZING STOREFRONT CD DETAIL SCALE: 3 "= 1' -0" MULLION SILL STOREFRONT DETAIL Det1- 09.dwg SCALE: 3 "= SCALE: 1/4 "= 1' -0" SCALE: 3 "= 1' -0" . d„g CONT. GUTTER CONT. CLIP W/ CONCEALED FASTENER CONT. MIL. PANEL SEAM W/ CONCEALED FASTENER CONT. 20 GA PRE - FlNISHED MR PANEL DETAIL 'tO \ -rb8`R \— SLOPED GLAZING SYSTEM K g x3/16" MS CJRB CONT. 20 GA PRE - FlNISHED MR PANEL LT. FRAMING, TIP. CONT. CO FASTENER NCEALED SCALE: 3 "= 1' -0" RECEIVED CITY OF TUKWIL.. DEC 11 'OW PERMITCENTER sheet ON Group 41 Cooperative of Puget Sound Project #: C9T5538 L C 0 > V! O co a) 0 c a _ 0 0 L. CC cti D. o � E o o N project no. 360112 date 12/06/01 revisions N _ V7 e 0 m ai 7 I- sheet title STOREFRONT TYPES & DETAILS A6.2 COFFEE PLUMBING FIXTURES: SINK: 16 X 16 X 7.5" MFR: JUST MODEL SL- 2119 -A -GR FAUCET: MFR: CHICAGO MODEL: 786- FC -GN2A DRAIN /TAIL PIECE: MFR: JUST MODEL: J -35 HOT WATER DISPENSER: MFR: IN- SINK- ERATOR MODEL: H -770 18' X 36' 6 MIRROR SOUTH ELEVATION NORTH ELEVATION 3' - 0 EQ EQ EQ EQ EQ EQ EQ EQ EQ EC/ rim i ':i ; MEE E O INTERIOR ELEVATION - COFFEE ROOM SCALE: 1/4" = 1' -0" ov � U Z ¢DZ � Q N 000 N PAPER TOWEL SANITARY NAPKIN TOILET PAPER DESPENSER DESPENSER DESPENSER VOUME C L ONTROL LIGHT SWITCH �- STAINLESS STL. BACK PANEL ON CT VARIES WAINSCOT E3 ® - "WALL MOUNTED CD TRAINING ROOM ELEVATIONS FIRE ALARM PULL DIMMER PANEL ADJUSTABLE SHELVES BACKSPLASH ADJUSTABLE SHELVES 4" TOE SPACE W/ RB TYP. TOILET SEAT HEIGHT DRINKING 32" FOUNTAINS SYSTEM CONFORM TO WAC ACCESSIBILITY CODE MIRROR DRINKING FOUNTAIN WALL MOUNTED CONTROLS STANDARD MOUNTING FIXTURE HEIGHTS KEYED CYLINDER SWITCHES C SOUTH ELEVATION WOMEN'S RESTROOM BACKSPLASH ADJUSTABLE SHELVES 4 TOE SPACE W/ RB TYP. TELEPHONE HANDSET JACKS FOR SOUND GRAB BAR COUNTER SET HEIGHT LAVATORY SOUTH ELEVATION MEN'S RESTROOM RESTROOM ELEVATIONS CLOG/ SPEAKER HORN / STROBE NOTE: HOT WATER AND DRAIN PIPES SHALL BE INSULATED, AND THERE SHALL BE NO ABRASIVE SURFACES OR SHARP EDGES. 17" MAX 17 MAX 34 "MAX I ADJ. OPEN SHELVES COUNTER CABINET MISC. WALL Ui:TED LAVATORY MO ELEC. RECEPT. 34 "MAX WALL MOUNT EVISION BTELRACKET EE TV PHONE ELEC. RECPT'L. WEST ELEVATION EAST ELEVATION WEST ELEVATION WEST ELEVATION SCALE: 1/4 "= 1' -0" SCALE: 1/e= 1' -0• MATCH ADJACENT FlNISH -� NORTH ELEVATION MATCH ADJACENT FlNISH 18' MIN. NORTH ELEVATION EXIS, COLUMN SOUTH ELEVATION 11111111111 11Y111111211111■111111151 NORTH ELEVATION O TRAINING ROOM ELEVATIONS 4 .�� SOUTH; ELEVATION SCALE: 1/4 "= 1' -0" T.O. FRP 4' -0" AFF NORTH ELEVATION EAST ELEVATION SUPPORT ROOM ELEVATIONS NOTE: WEST ELEVATION SCALE: 1/4" = 1' -0" TILE BASE, TYP 1. PROVIDE MIN. (1) IAV AS ACCESSIBLE 2. PROVIDE PROTECPON FROM HOT WATER AND DRAIN PIPE ® ACCESSIBLE LAV PER CODE BACKSPLASH ADJUSTABLE SHELVES 4 TOE SPACE W/ RB TYP. rrar Wedit EAST ELEVATION EAST ELEVATION WEST ELEVATION EAST ELEVATION SCALE: 1/4 "= 1' -0" ECEIVED CRY R OF TUY.WILA. DEC 11`61111 O , PERMIT CENTER N, Group �� Health „ Cooperative of Puget Sound Project #: C9T5538 ' •c VJ , CO a E o C 0 c U M o• f a m ai ro O S a co 'o •E o Q U N project no. 360112 date 12/06/01 revisions sheet title INTERIOR EL EVATIO NS sheet A7.1 \IIA NORTH ROOF PLAN FP- 1- E2•DWG SLOPED GLAZING ENTRY CANOPY L . S CT EL= 41 58 7 T.O. STRUCT EX. EL= 40.58' T.0_S EL- 41.58" EXISTING PARAPET T.D. STRUCT EL= 41.58 T.O. STRUCT EL- 41.58 T.O. TRUCT EL= S 40.08' EX. ROOF DRAIN SCALE: 1 /8 "= 1'- AA T.G. S EL= T.O. STRUC EL= 41.58' O. STRUCT EL= 41.58' STRUCT Eh= 41.se' EXISTING MECH. HOOD S � O pF, E�. NEW MECH. UNIT SLOPE SVO pf. E �. T.O. STRUCT EL= 41.58 MTh. ROOFING T.O. STRUCT EL= 43.25 E ROOF D +AIN RIDGE LINE RIDGE L NE -- T.O. STRUCT EL= 41.58 T.O. STRUC EL= 41.58' SCREEN FROM V WAY SVO pF. �X. T.O. STRUCT EL= 39.98 \ T.O. STRUCT EL= 4i.58 5 T.O. STRUCT EL= 40.25 O EX. ROOF DRAIN 0 RECEIVED CITY OF TUKWILA DEC 11 2001 P ERMITCENTER sheet Group Health " Cooperative �� ofPu Project #: C9T5538 a) _ m N a0 Q C cc ° 8 E U o ti • L - 0 E oo C�Q project no. 360112 date 12/06/01 revisions sheet title Roof Framing Plan A8.1 N cco O) C D) C a) ai af • 3 F- .. NORTH REFLECTED CEILING PLAN FP- 1- E2.DWG EA COMPUTE N AREA ( A11 6F ) ELEC A130 ELEC ( A160 a« 11' 0" LOBBY b 100L1 :) _ O L T LJ I! II ! iiuiui ■■■■■■ ■■■ II1I1IIIOIIIIIIIIII1III 111■ ■11_1 ■1■1■II■11111011 111■■■1■■1■■1■111111■ ■1■ ■11 11 ■11 ®111® 1111, ■11■■111111 1\ 1111111111111111111111P1111111 rill11111111111‘ •■U•■•U•U■.■i■�I I I ��__ ° ° �S� O O 0111 WOMEN � ,,.- L 1\ �1■■■ ■■ ■■■ I '� O O � • i ° �■ L � � .. IIP__L! tip ® ■_ i} I!!I°I!rl■7Fl III IL 1 igi M I R • I =`.,. -- 1 •I TR p I! . rte ' •o ° 1 i IIuuI 1■HHhI.9 ill • I. ril ■ � F illitil .1■■ ■1■ ■1 • U 1� �■ ■4■ ■.1 " i1 F ' -� rYi ar���Y� 1-. G.I 1 Vii p p iiI \ ■ CONSIXES (3) SCALE: 1 /8 "= 1' -0" O Y BB =I - - O I=' ° it I� • i I �� . ono RE AIIJ . • F (. -4rIFr • • • 1 11 u■ u■ 1nA■■■1m1■1■■■■1111■1■■■■■1■n11 1 11 M ' ' ' " ' 1■■■ 1 ■■HI1■■■1111111111111111111111 • \1rlIaI!Ip!.j I , "■■® 0 0 �. SiiC (f�av L ro R 1,*flw 410UT RECEIVED CITY OF TUKWILF. DEC 11 0001 PERMITCENTER 5 N yr be ( DD III MIN *Group Health Cooperative of Pu S Project I: C9T5538 4 Ng 1 project no. 360112 date 12/06/01 revisions sheet title Reflected Ceiling Plan sheet A9.1 TT1 2 "0 GALV. ST. RAILS S0. GALV. PICKETS e a' O.C. Max MTL. SLEEVE W/ 6 "MIN. EMBEDMENT HT. VARIES PACK BASK OF STL POST IN SLEEVE. CAULK PERIMETER WITH SEALANT T, SEAL EXPOSED CONC. LD VERTICAL 12 GA HANGER SPACED 4' -0" O.C. ALONG MAIN RUNNER TO STRUCTURE ABOVE. (4) 12 GA WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER SPLAYED 90 DEG. FROM EA OTHER, N.T.E. 45 DEG. FROM CLG PLANE. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 -0" O.C. IN BOTH DIRECTIONS, W/ THE MST POINT MTHIN 4' -0 FROM EA WALL. SECURE TO STRUCTURE ABOVE. AIN RUNNER A.C.P. CROSS RUNNER CD ACP SWAY BRACE DETAIL E STOREFRONT JAMB DETL- 03.DWG SCALE: 3 "= 1' -0" EXIST. CONC PANEL FOUNDATION PER STRUCT. NOTE; CONFORM TO UBC STANDARD 25 -2 REFERENCE TABLES N.T.S 10 SECTION AT SERVICE RAMP SCALE: 1 1 /2 1' -0" 3/4" SAW -CUT CHAMFER ��— SPLAYED BRACING WIRES VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS OR EMT" SLEEVE - DRILL 5/32" HOLE AND INSTALL 1/8" BOLT AND LOCKING NUT TO SECURE ONE TUBE TO THE OTHER LAP TUBES 4" MIN. IN FULLY EXTENDED POSITION NOTE: CONFORM TO UBC STANDARD 25 -2 REFERENCE TABLES OD ACP SWAY BRACE DETAIL OWG N.T.S. WINDOW GLAZING SYSTEM EXISTING PRE -CAST CONC. PANEL TS STRUCTURAL BRACE -SEE STRUCT. DETAIL FRM- 08.DWG O DETAIL 1 1 DETL- 06.DWG O LIGHT FIXTURE BRACING MIN DWG N.T.S. 5/8" TYPE "X" GWB TYP. 1 1/2" METAL STUD FURRING TYP. EXISTING STEEL COLUMN PER PLAN SCALE: 3 "= 1' - 0" p/2 GA. WIRE H STRUCTURE FIXTURE EACANGER TO H CORNER OF FIXTURE ATTACH SLACK WIRES AD DIAGONAL TO FIXTURE �. / AT DIAGONAL CORNERS TO 'UCTURE ABOVE ATTACH FIXTURE TO CEILING SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAWNG CAPACITY OF 100%. OF LIGHTING FIXTURE WEIGHT IN ANY DIRECTION MAX. TYP. SCALE: 3 "= 1' - 0" EXISTING FENCE NOTE: CONFORM TO UBC STANDARD 25-2 REFERENCE TABLES DETAIL DETL- 07.DWG 6 - 0" OPENING u u DETAIL @ METAL CLOUDS FRM- 04.DWG NOTE: CENTER OPENING AT SIDEWALK SCALE: 3"= 1' -0" PROVIDE TERMINAL POSTS AT CHAIN LINK FENCE, ARID BRACING AS REQUIRED 4' -0" SIDEWALK GRADE EXISTING FENCE 7 ELEVATION @ EXTERIOR FENCE J DET- 04.DWG SCALE: 1 "= 1' -0" \___ EXISE T -BAR CEILING GRID CEILING GRID EDGE ANGLE 6 CEILING GRID EXIST. PRE -CAST CONCRETE PANEL 3/4" FURRING CHANNEL 5/8" STAB RUBBER BASE EXIST. RAISED FLOOR METAL CLOUD LAYOUT PER REFLECTED CEILING PLAN - PLAN INDICATES CURVE UP OR CURVE DOWN DETAIL FRM- 09.DWG @i: DETAIL DETL- 07.DWG 1/4" THREADED ROD SECURE TO STRUCT. ABOVE 1/4" THREADED ROD CROSS BRACE -TYP. NOTE: CONFORM TO UBC STANDARD CHAPTER 25 REFERENCE TABLE 25 -A AND APPROPRIATE REFERENCES 3/4 # .125 S ALUMINUM EXPANDED METAL - WELD TO FRAME RADIUS W/ LONG AXIS OF DIAMOND PARALLEL TO AXIS OF CURVE ROOF OR FLOOR SYSTEM VOID BETWEEN FLUTES PACKED W/ MINERAL WOOL BOTTOM OF MTL DECK FIRE TRACK /DEFLECTION TRACK (1 ") W/ MTL STUDS, MATCH WALL TYPES, GAUGE PER WALL HEIGHT. W/ 5/8" TYPE "X" GWB EACH SIDE SCALE: 3 "= 1' -0" Doi -38`+ EXIST. PRE -CAST CONCRETE PANEL 3/4" FURRING CHANNEL 5/8" GWB EXISTING WALL 1 4 DETAIL SCALE: 3 "= 1' -0' DET- 09.DWG " CLR. ALL AROUND TYP. VARIES L� STRUCTURE ABOVE EXPANSION OR EPDXY FASTENER ANGLE CLIP WITH THREADED ATTATCHMENT AND LOCK NUT 1/4" THREADED ROD 1/2" BOLT ALUM. ANGLE ALUM EXPANDED MTh. ANGLE CLIP WITH THREADED AFTATCHMENT AND LOCK -NUT ALUM T- RADIUS ALUM EXPANDED MTL. ALUM. ANGLE SCALE: 1 /2 "= 1' -0" ENCLOSURE DUCT WORK DTL10101.DWG SCALE: 1 1/2 "= 1' -0" WALL TYPE PER PLAN 3 1/2" 20 GA. MTL. STUD FRAMING ®i6" O.C. TYP. 5 /8" DMA ONE SIDE ONLY FIRE TAPE. DUCT WORK PER MECH. DESIGN BUILD NOTE: EXTEND SHAFT ENCLOSURE TO ROOF DECK ABOVE. NO OPENING ALLOWED IN SHAFT TO ADJACENT AREAS, PER UBC SECTION 771. 3/4" FURRIN 5/8" GAB EXIST. WALL C NF DEC 11 2001 PERMIT CENTER WALL TYPE,. I.. PLAN .� ..� 0L l SCALE: O Group Health Cooperative ofPugetSound Project I: C9T5538 L 73 a co co . E WC! D . cc O•a ad O t 0 C O �' L a ad a)) Cd N _ C!! N ' W • ° °- W o� 7 project no. 360112 date 12/06/01 revisions sheet title DETAILS sheet A10.1 NEW 2 - 1 DEER FIC P 4 BARS EA WAY SECTION NORMAL OVER 2OCA TYPE - B" FORMLOCK (3!44 TGTAL/ SCALE: I 1/2) = LPG TO EA EUD E.:I�iNG RAISED — F'.COR $YS TENT Il CIE WI ! W N �. 3625162 43 ('B CA) AT 24 "CC LT GA 5 I1D5 (UNSHEATHED) WE X- BRACES PER PLAN :ROUTED N E-0 MAX (VERIFY) Q� ( \s).0 3625 162 -43 (18GA) AT 24"OG L GA STUD CRIPPLE WALL -(UNHEAU )-A DT_PERIME : S ER 0 HATCHED AREA AND ATIINTERIOR SUPPORTS FOR NEW FLOOR ',SYSTEM (TYP) , HSS 5 , 3 x .. STRONGBACK I AT) A EA_END OF EA NEW OPENING IN P/C PANEL 62 -, 20 0,45, DOME HEAD — 562,0 -'47 i GA) CONT TRACK W/ #8 TEK Al EA.LEG EA STUD 0 -54 (16 GA) RACK W/ # T EA LEU TO EA. STUD EXISTING SLAB ON GRADE a kAB GN CRANE (SEE - ARCHi FOR ;= XTENTSI N S CONC RETAINING WALL PER C.S20 /TYP S2.0 ) 1 I\ NEW OPENINGS !N PAC WALL 4UE ' PE C AIL 'S1 i LL TRONGBAriS PCVE TO CUTTING °PESO C SEE INTERIOR NEW FOUNDATION AND FLOOR FRAMING PLAN 600TI62 -43 (18 GA CO, TRACY, W/ #E TEN TO EA. CEILING JOIST - 6005162 -a3 GA) RI 24 "OC CEILING (55 JOISTS (DNPUINCHES) A'CNED W/ ' I_T Ge STUDS 4.,,041; (PER ARC, 10E OF 20PRIDOP '2TUD`.. L,NCRETE ;WEN :NIL TI C.i45 "2 DOME HEAD NA,, AT 2.1 OC Wlvz' MIN DEABEDI 3625 162 -43 (IBGA) AT 2 "2C LT GA STUD CRIPPLE WALL (UN- SHEATHED) AT PERIMETEP OF HATCHED AREA AND AT IN ERIOR SUPPORTS FOR NEW FLOOR SYSTEM (TYP) ® HATCHED AREA DENOTES PORTION OF EXISTING RAISED FLUOR TO BE REPLACED W/ NE'A 1 HOUR RATED FLOOR SYSTEM i 1' , 2" NORMAL WT CONC 1` OVER 20GA TYPE B' ,1 FORMLOCK (3VZ" TOTAL) \` IB;A x 3 (33KSI) LT GAD SRAP X-BRAED � PE DETAIL 2/52.0 (TP 67 PLCS) 0 SECTION SCALE I !IT 2 2'm THRU BOLTS EXISTING PRECAST WALL PANEL HSS 5 x 3 x Re S -RUNG BAT( Lg AT 8" FROM EDGE OF NEW PANE, OPENINGS) DETAIL I/ FIN GRADE EXISTING FTG SCALE 3/4" = EXISTING (5) ROOF FRAMING (NO WORK THIS AREA) EXISTING L 3 x 3-4\ 4 12 MI HSS 5x3x YIc STRDNG BACK 6 3 I/4 g STRONG BACK I ARIES 2 x 6 P/T LEDGER CAN (LEVERED 12 x 30 W12 x 30 PRE -FAB ENTRY CANOPY BY OTHER (WT = 10 PSF MAX) XISTING L 3x 3 x 4b CONT EXISTING 1 S DECK .; "m THRU BOLTS E Ye x3'/ x0' -11 "w/ 2 - Vx "o EPDXY ANCHORS 241/2" MIN EMBED) 51 L3x3x1/4x 2/A Wm EPDXY ANCHORS (4'44" MIN EMBEDMENT) L 3 x 3 x, x 0 -3" EA.SIDE W/ 'h "e EPDXY ANCHORS (4'5" MIN EMBEDMENT) EXISTING 5" SLAB ON GRADE hh 0 L x 2 xs BRACING \\ BTWH JOIST - SEE 2/53.0 \\ 31-0" ROOF FRAMING PLAN SCALE/ )/16' - I' -0' TYPICAL P/C PANEL OPENING NO SCALE) REFER TO A /S1.0 FOR CALLOUTS IN COMMON SECTION SCALE/ I I/2 = I' -0 TEK AT 4 "OC PRE -MANUF WOOD ROOF TRUSSES AT 24"OC CHAIN LINK FENCE SCREEN PER ARCHT 2' NORMAL WEIGHT CONCRETE OVER 20GA TYPE "B" FORMLOCK (3 TOTAL) EXISTING 5" SLAB ON GRADE 0 0 NEW 8000# MECH UNIT (11' -0" x 13' -O "t) SUPPORT BY SNG RAIL CURB ED (BY MEC ENGR) O MECH CURB SUPPORT FRAME - SEE S3.0 FOR FRAMING THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE Uniform Building Code, 1997 LIVE LOADS Roof 25 psf Office Floor 70 psf (incl. partitions) Stairs and Corridors 100 psf Seismic Zone 3 Wind 80 mph, Exposure GENERAL NOTES FOUNDATIONS Maximum soil pressure 3000 psf. Exterior footings shall bear 1'- 6' (minimum) below finish grade. All footings to bear on firm undisturbed earth below organic, surface soils and shall be lowered if suitable soil is not found at elevations shown on drawings. Backfill to be thoroughly compacted per Specifications. Provide 2 -95 (minimum) continuous bottom of all walls and footings. For additional information refer to Soils Report No. 3303 - 041 -016, by Dames 8 Moore, dated October 10, 1989. CONCRETE MAX WATER /CEMENT RATIO MINIMUM f'c NON- AIR -ENT AIR -ENT SACKS/C.Y. Footings and foundation walls 2500 0.65 0.54 5 -1/2' All structural concrete 3000 0.58 0.46 5 -112 Sidewalk slabs, exterior stairs 2500 0.85 0.54 1. Air - entraining agent (3i to 6%) to be used in all concrete flatwork exposed to weather. . Can be reduced 112 sack /cubic yard if not exposed to weather. REINFORCING STEEL ASTM A815 grade 80, except 93 and 94 stirrups, ties, and elbow bars to be grade 40. Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined in ACI Report 315. NOTE:Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown. CONCRETE COVER OF REINFORCING Concrete poured against earth. Formed concrete with earth backfill. 1 -1/2' Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs on moisture barrier. Lap concrete column and wall verticals 32 diameters. Lap all other reinforcing 24 diameters. Splices at tension regions shall not be permitted except as sham en drawings. CONCRETE WALLS WALLS THICIMESS HORIZONTAL Reinforcing 8' wall #5 @ 18' o.c. (Grade 60) Extend horizontal wall steel to 2' from outside face and lap with elbow bars (30 diameters) of same shall be same size and spacing as vertical steel. Provide 1'- 6' stubs at 18'o.c. where walls witho ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use 'Hilti Kwik Bolt II' Where epoxy anchors are specified, use 'Hilti HVA Adhesive Anchoring System' with HAS rod and HVA capsule. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICBO approved allowable shear and tension values. STRUCTURAL STEEL Wide flange shapes to be ASTI A572, grade 50 with special requirements per RISC Technical. Bulletin 93 dated March 1997 (ASTM A992), Fy =50 ksi Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe .columns to be ASTM A36, grade B, Fy.351 ksi. HSS structural tube to. be AS7N A500,grade B, Fye46 ksi. All steel except steel' embedded in concrete' shall be given one shop coat of approved paint. Welds to be 3/16' minimum continuous' fillet, by certified welders using E70xx electrodes. All welds shall conform to the latest edition of AWS 01.1 Steel to steel bolted connections are shown) to be bearing -type connections using AS25 bolts with threads .included in the shear plane. Hole size shall be in accordance with RISC specification for bearing connection and bolts shall be tightened to snug-tight condition. Where bolts are noted A22500, connections shall be friction -type connections with bolts tensioned and using appropriate hardened steel washers as required by RISC standards. Where not specifically shown by detail, connections shall be bolted frame beam connections per RISC standards. During erection, structural steel shall be secured from collapsing with temporary bracing. COMPOSITE STEEL FLOOR DECK The combined steel and concrete units shall be capable of supporting superimposed total load of dead load plus live load ad indicated under 'LIVE LOADS'. The floor deck shall be fastened to the supports by 3/4' diameter welds spaced not more than 12'o.c. across the width of the panel or by headed studs welded through deck to steel beams. Side laps of adjacent unit shall be fastened at 2'- 0'o.c.. Shoring requirements shall be as determined by deck supplier and shall be the responsibility of the general contractor. Shop details to be submitted to the Architect for review prior to fabrication. COLD FORMED STEEL JOISTS AND STUDS All galvanized steel - 14 and 16 ga. track, studs and joists shall conform to ASTM 446, Grade D with fy = 50,000 psi. All 18, 20, 22, and 25 ga. track, studs and joists shall conform to ASTM 446 Grade A with fy = 33,000 psi. Design manufacture and fabrication to be in accordance with AISI Specification. Cold- Formed steel specified on the plans is from the 'SSMA' manual. The following example describes the member identification: SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed In strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and /or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Auy discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) :n question. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any secondary structural and non - structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to s'abilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the construction work in accordance with the contract documents. Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent cf the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. SPECIAL INSPECTIONS In addition to general nspectiens by UBC section 1118, the following Special Inspections be perfor em f onformance with UBC section 1701 and are required during the tallowing ypes of work: . �T'R3d- TLtvnM • �,ptyG L(R IK NO V1EIOtH�'F�2 ITOL�C5� shall R 1701r M) �- \ l^1 =SG5) DEFERRED SUBMITTALS The following items are cons ed to be deferred submittals under Section 106.3.4.2 of the Uniform Building Code and must - submitted to the Architect or the Engineer for review. These items 1 -theft bo forwarded to the Building Official for approval. The deferred-submittafitems shall not be installed until their design and submittal documents have been approve by BUilding.Official.e. - (NO DEFERRED SUBMITTALS) MATERIAL THICKNESS 800 S 162 - 54 MEMBER DEPTH = 6 " \ FLANGE WIDTH = lif" = 1.625" FOR TRACK MEMBERS. DEP, E INSIDE TO \ -- - S = STUD OR JOIST WSDE DIMENSION T = TRACK Note 1 VERTICAL C5 @ 18' min. REMARKS ze and spacing. Lap outside face only at corners. Wall stubs vertical reinforcing are poured separate from footing. Lr °an 6/S0/2003 flECEIVEO CITY OF TUKWILA DEC ) 1 2001 PERMIT CENTER 820 .TOHN STREET PHONE (206)022 -4580 SEATTLE, TvA 98109 FAX (208)822 -0422 p ®psm— engines rs.com 0 0 N c P ETERSON S TREHLE ■ W ARTINSON. INC ^ CONSULTING ENGINEERSS Project %: C9T5538 4) C) TD 1s E m o ia cc o C o E o CZI . w ? c .. A` W W W • •C o E o L. 0<U 6 331 (REGISTERED '., ARCHITECT Group Health WM Cooperative of Puget Sound -C 0 co Ea Tri C . L 0 0 N I Alexander J. Clark 1 STATE OF WASHINGTON project no. 01 -158 date revisions o 0) sheet title General Nofes Floor & Roof Plans S & , Cattail s sheet S1.0 SECTION SCALE= I 1/2' DETAIL DETAIL — .FLASHING PER ARCH', 3LYATIO`I iy APIES 3/ 0' UNDISTURBED NAP, SOIL OR COMPACTEC FILL — ExISTING 6V" P/C WALL PANEL IME Y+" HON-SHRINK GROUT 2 $4 EA WA SECTION MAx� PORTION OF BEAM TOP FLANGE TO RE CUT NOT rGT WEBI F OUTSIDE (DO PGRnON OF TUP FLANGE --- TREATED 2 . 6 (D6#2) C' 6000 LEDGER W/ . "m A .BOLTS ATg LEDGER EP DXY GROUTED INTO F WALL PANEL WE x 20 COL CANOPY ROOF GLAZING SYSTEM AND CONNECTION TO LEDGER BY ROOF MFGR BASE P Y+ x 12 x. 4 - v. ° m A.BOLTS (7" EMBED) O -0" W, O O CONTL4x 3x SECTION SCALE 1 I /2" = I' -0" DETAIL SCALE 31� 2 -I'e GLITTER (SEE ARCH 18GA x 3" (33 KSI) LTGA. STRAPS W/ 4 p8 TEK TO GUSSET 25 'n6 EASE T 'T 6 x C-10' 'W/ —\ ABOLTT EMBED ( s ) O DETAIL SCALE. I 1/2' = L\ 1� CANOPY ROOF GLAZING SYSTEM AND CONNECTION TO C3 x 6 BY ROOF MFGR A (33 KSI) GUSSET P ID Fl " W2 4 0 TEK TO TOP (OR EOTTOM) TRACY, AND 4 #8 TEN TO STUD (TYP) C3 x 6 CONT 12 x 30 CRIPPLE WALL STUDS AT 24 "OC CRIPPLE WALL TOP P HSS 3x 3x COLUMN �- CRIPPLE WALL SILL P, TOP OF C RETAINING WA LT v O O SECTION SCALE I" = 1 ` - DETAIL CANT 6 x 12 ---- - \ DETAIL SCALE 1 I/2" = I' - 0` SCALE I 1/2" = 1' -0" \- IE 3 - Y "m (A307) BOLTS HSS 3x3 xis COLUMN 4," Ass" P EA SIDE W/ 4 A "0 BOLTS W/ „x x ,T4 VERT SLOTTED HOLES O O O 8d COM AT 6"OC SEE ARCH r 2 x BEVELED BLKG O LPAmIlm V A SIMP50N "H2.5" TIES AT EA.TRUSS 6 x 12 SECTION SCALE I 1/2" = I' -0' DETAIL SCALE 1/2" = 1' -0" Vz" CD% PLYWOOD PRE -MANUF WOOD TRUSSES AT 24 OC O ET CONSULTING ENGINEERS RECEIVED CFTV OF TUKWILA DEC 1 1 PODS PERMIT CENTER INC. PH FAX (206)822 -0422 i 6331 ( � 'ARCHITE"i Al exa n tl e r , Clark .STATE OF WASHINGTON revisions sheet title Sections & Details sheet (O Group ,� Health Group of Puget Sound Project #: C9T5538 project no. 01-158 d ate S2.0 SECTION SCALE I 1/2" = I' -0' I/x 1,/ '2'1%1'4191, .0 -10" \: THRU BOLTS DETAIL SCALE. E.(ISi1N'. 26Lti06 J '- (GISTS EYE -BOLT FOR MECH UNIT CABLES (AT SIM) • MECHANICAL CURB SUPPORT FRAME SCALE I /8' = I' EXISTING 'h" x 16GA STEEL DECK STEEL BRACING BTWN LH JOIST (SEE 2/S3. 0) Va NEW 314" STD PIPE COL SECTION SCALE. I 1 12° 1' -0' He" GUSSET P. FOR - STEEL BRACING PER 2/S3.(1 SECTION EXISTING 1 x 16GA STEEL DECK EXISTING 26LH06 JOIST TOP CHORD L2x2x FOR ADDITIONAL PANEL POINT 6 LH JOISTS-' L 2 x 2 x VI BRACE (TYPICAL) LH BRACE ELEVATION (NTS) P. IJOTr: STAGE LH JOIST BOTTOM CHORD WELDING PER MEW'S RECOMMENDATIONS DETAIL SCALE. 1 1 /2' • I' -0' BRACES DETAIL 13 COPE AS W4 RE1 SCALE 3/4' ° I' - 0" x 11 0 THRU BOLTS 6 x15 BEAM �- 3 /I6 ,�. 35" STIFFENER , TYP )1D k - CONSULTING ENGINEERS RECEIVED CITY OF TUKW DEC 11 2001 PERMIT CENTER P ETERSON S TREHLE M ARTINSON. INC. O JOHN STREET ONE (200)822 -4590 SEATTLE, wA 2810 EAx (208)822 -0422 0 N' *Group Health Cooperative 9f W S Project *: C9T5538 U) c CC o . o as E c U °o ai I L 5 c a as a �- - W U p 0 < N ~ 6337 ,REGISTERED' '1 `ARCHITECT; Ale Rer J. Clark I i_ STATE TB OF WASHINGTON project no. 01 -158 date revisions sheet title Mechanical Support Frame Plan Sections & Details sheet S3.0 , J J J 20' -9 1/4' P 2C -9 1/4" P PJ PJ 20' -9 1/4" 20' -9 1/4" PJ PJ 20' -9 1/4" 20' -9 1/4" PJ PJ 20' -9 1/4" 20' -9 1/4" 2C -9 1/4" PJ ARIES T.O. PARAPET -T J 1 9x xII c x s II u x ; s 59, II -.010111 TA- --_ WINDOW OPEN TYPIC % = 1 , T.O. RAISED FLOOR I i f x S SSH 1 ' I - T.O. INTERIOR SLAB 9 - - 1 -- 8' (1W) 12._0.. I e '.O. PARAPET e T.O. STEEL ROOF RAISE FLOOR INTER SLAB SCALE. 118' = 3/4 INTERIOR EAST WALL ELEVATION INTERIOR NORTH WALL ELEVATION SCALE. I/8' = I' INTERIOR WEST WALL ELEVATION SCALE: It - I' - 0' INTERIOR SOUM WALL ELEVATION SCALE. 1/8' = I' PJ 23 -1 1/2" 2C - =i4 EXISTING 4'X 7' DOOR TO REMAIN 22' -10 1/2" EXISTING DOOR NEW DOOR 8" (TOP) COL PANEL JOINT 20' -7 3/4" (PJ) 20' -7 3/4" - VARIES T.O• PARAPET T.O. STEEL ROOF T.O. RAISED FLOOR T.O. INTERIOR SLAB - VARIES N OTES I. PJ DENOTES EXIST. PANEL JOINT LOCATIONS 2. REFER TO DETAILS ON SHEET 51.0 FOR HSS STRONGBACK CONNEORON',TO WALL, ROOF, AND SLAB ON GRADE. T,0. PARAPET T.O. STEEL ROOF T.O. RAISED FLOOR T.O. INTERIOR SLAB REVEALS ON EXTERIOR SIDE OF WALL (DASHED) (1YP) g COL -;L I EXPIRES 6/30/2003 C. C ONSULTING ENGINEERS 820JOHN STREET PHONE (206)622 -4580 SEATTLE, Wp BB109 FAX (208)822 -0422 T I 0 NI Group , � Health ,� Cooperative of Pu S Project %: C9T5538 L N 2N 0 N .? C � w co 0 >. d) a_ a: _- C C _ 0 cTf E O 0 M 00 • c > � cti c N CO G) al L j y T6 a Cg- • c IJ.! 70 0 07 0 Q N H ( 8331 REGISTERED 1 \ ARCHITECT I Alexander J. Clorkl `STATE OF WASHINCTIXJ project no. '0'1 -458 date 12 -11 -01 revisions sheet title Interior Elevations sheet S4.0 FAN iNDUCTION, UNIT SCHEDULE MARK MFR. /MODEL AREA SERVED FAN CFM PRIMARY CFM FAN HEATER D.S. INCLUDED INLET ' A/C STS. EMCS FUNCTION REMARKS MAX !MIN HP SPEED' POWER KW'' ,POWER f, i SIS TC FIT -101 NAILOR HART 385E SIZE 3 FIRST FLOOR SOUTH 550 550 -. VA VAR ., 277V /IPH ' S 480V /311H NO 10 I • • OO FIT-102 NAILOR HART 385E SIZE 3 FIRSTFLOOR WEST 1000 1000 - 1/4 VAR 277V/IPH 8 480V /3PH NO 10 I • • OO FIT -103 NAILOR HART 38SE SIZE 3 FIRST FL-00R WEST 1000 1000 - 1/4 VAR 277V /IPH 8 480V /3PH NO 10 I • • CEO FIT -104 NAILOR HART 385E SIZE 3 FIRST FLOOR WEST 1000 : 1000 - 1/4 VAR 277V /IPH 8 480V /3PH NO 10 I • • OO FIT -105 NAILOR HART 38SE SIZE 3 FIRST FLOOR NORTH 1000 1000 - I/4 VAR 277V /IPH 8 1 480V /3PH NO 10 I • • 0O FIT -106 NAILOR HART 385E SIZE 3 FIRST FLOOR NORTH 1000 1000 - i/4 VAR 277V/PH 8 480V /3PH NO 10 1 • • OO FIT -107 NAILOR HART 385E SIZE 3 FIRST FLOOR EAST 900 900 - I/4 VAR 277V /IPH 7 480V /3PH NO 10 1 • • OO FIT -108 NAILOR HART 38SE SIZE 3 FIRST FLOOR INT 750 750 - 1/4 VAR 277V /1PH : 6 480V /3PH NO 10 1 • • GO FIT -109 NAILOR HART 385E SIZE 3 FIRST FLOOR INT 750 750 - 1/4 VAR 277V /IPH 6 480V /3PH NO 10 1 • • OO MT -110 NAILORHART 385E SIZE 3 FIRST FLOOR INT 750 750 - I/4 VAR 277V /IPH 6 480V /3PH NO 10 1 • • OO FIT - Ill NAIL OR HART 38SE SIZE 3 FIRST FLOOR INT 750 750 - I/4 VAR 277V /IPH 6 480V /3PH' NO 10 1 • • CO FIT - IIZ NAILOR HART 385E SIZE 3 FIRST FLOOR INT 750 750 - I/4 VAR 277V /IPH 6 480V /3PH NO 10 1 • • 00 FIT -113 NAILOR HART 385E SIZE 3 FIRST FLOOR INT 750 750 - I/4 VAR 277V/PH 6 480V /3PH NO 10 1 • • (CO AIR CONDITIONING UNIT SCHEDULE MARK MFR, /MODEL UNIT LOCATION AREA SERVED NOM" TONS- EVAP: FAN MIN OSA MA POWER D,S. INCLUDED AMPS HEATING (MEH) ` WGHT. EER EMCS FUNCTION REMARKS FLOOR GRID CFM ESP HP RPM IN OUT S/S TC ' AG -I MITSUBISHI PK24FK IST ELK - FIRST FLOOR 2 700 - - 0 120V/10 NO ZO - - 22 95 •' • O LU -I MITSUBISHI PU /H24EK ROOF - AL -I 2 - - - - N/A 208V/I0 1 207 95 - - FAN SCHEDULE MARK MFR. /MODEL UNIT: LOCATION AREA SERVED CFM SP HP RPM POWER D S. INCLUDED W GH T. EMCS FUNCTION REMARKS FLOOR: 'GRID S/S TC EF -I GREENHECK GB -141 -3 ROOF BB -2 TOILET EXHAUST 1,130 0.50 :. I/3 960 120V /I0 NO 85 •, - 0000 TI FIRE /SMOKE DAMPER' SCHEDULE MARK MFRJMODEL AREA SERVED 'I: TION (GRID) 3¢E (INCHES) ACTUATOR VOLTAGE '... POWER OPEN FA)LCLOSED CLASS REMARKS FD -I. POTTORFF VFD IOD -A CORRIDOR BAP. 10"0 12OV /I0 YES Z OOZ F D - 2 POTTORFF VFD -IOD A. CORRIDOR 3,138. IO"� ..v/.0 YEN 2.. 01 O DIFFUSER SCHEDULE MARK MFR: /MODEL DESCRIPTION EE TITUS / SOF EGG CRATE RETURN GRILLE, BORDER TYPE.. x1, SURFACE MT„ I /2'x1/2 "xl /2 ". O FF TITUS / 350FL. WALL /CEILING MOUNT RETURN GRILLE, 35 FIXED. BLADE O IN HORIZONTAL DIRECTION. GG TITUS / 5FF ALUMINUM' EGGLRATE RETURN GRILLE, BORDER TYPE •3, O LAY -IN, 1/2 "0 /2 "x1/2" LL TROX FB 200 ALUMINUM FLOOR DIFFUSER WITH FACE O ADJUSTABLE VOLUME CONTROL LLA TROX F15 200 ALUMINUM FLOOR DIFFUSER WITH FACE � ADJUSTABLE VOLUME CONTROL, WITH 24V ACTUATOR L:i MISCELLANEOUS ',EQUIPMENT MARK MFRJM UNIT LOCATION SERVICE WGHT. ' REMARKS ! i FLOOR ' GRID LP -1 LITTLE GIANT VLL -20UL5 IST FLOOR " 4 YY AL -1 115v/10,1/30 HP, Z5GPM4(115FT HEAD. PROVIDE WITH INTERGRAL' CHECK VALVE TI E M1.04 ROOF HVAC PLAN M2.01 HVAC DETAILS 0 FILTER SCHEDULE MARK QTY' SIZE DESCRIPTION AHU -I 28 116 "x25" SUPPLY AAF PERFECT PLEROFETUKWII UNDERFLOOR HVAC PLAN - M1:O2 DEC 1 1 2001 DRAWING SCHEDULE N DWG. DESCRIPTION, MO.OI HVAC SCHEDULES AND GENERAL NOTES V- M1.01 UNDERFLOOR HVAC PLAN - M1:O2 RAISED FLOOR HVAC PLAN U) M1,03 REFLECTED CEILING HVAC' PLAN E M1.04 ROOF HVAC PLAN M2.01 HVAC DETAILS 0 SYMBOLS & ABBREVIATIONS SYMBOL ABBREV. .C. A.D. A.F.F. B.D.D. B.S. B.O.G. B.O.D. -2 } Gam^ —T F6D t3IIIlI0 m v 8.5 N • ® ® • ® 0 0 8x8 200 ® 4 CUH DIA. D.S. D.G. DN. E.L.H. E.D.G. E.F.G. E.U.H. E.G. EXIST. E.A. E.F. EXT. EXTR. F.I.T. F.D F.Z.D. F.O.B. F.O.T. F.G. G.L. H.P. INT. M.U.F. M.L. DESCRIPTION AIR CONDITIONING UNIT AIR DOOR ABOVE FINISHED FLOOR BALKDRAFT DAMPER BIRD SCREEN BOTTOM OF GRILLE BOTTOM OF DUCT BYPASS TIMER CENTER LINE CABINET UNIT HEATER DIAMETER DISCONNECT SWITCH DOOR GRILLE DRAWING NOTE DUCT DROP IN DIRECTION OF ARROW DUCT RISE IN DIRECTION OF ARROW DOWN ELECTRIC CEILING HEATER ELECTRIC DUCT COIL ELECTRIC FAN COIL ELECTRIC UNIT HEATER ELECTRICAL- CONTRACTOR ELEVATION EXISTING EXHAUST AIR EXHAUST FAN EXTERIOR OR EXTERNAL EXTRACTOR FAN INDUCTION TERMINAL FIRE DAMPER FIRE /SMOKE DAMPER FLAT ON BOTTOM FLAT ON TOP FLEXIBLE CONNECTION GENERAL CONTRACTOR GRILLE, REGISTER, OR DIFFUSER TYPE NECK SIZE (INCHES) AIR .QUANTITY (CFM) G /R /D I.D. NUMBER HEAT PUMP OR HORSEPOWER INTERLOCK MAKE -UP AIR MAKE -UP AIR FAN MECHANICAL- CONTRACTOR MOTORIZED DAMPER MECHANICAL EQUIPMENT TAG O.B.D. OPPOSED BLADE DAMPER ORIFICE SIZE (INCHES) O.A. OUTSIDE AIR OV. OVAL NOM. NOMINAL P.B.D. PARALLEL BLADE DAMPER R.A. RETURN AIR R.A.G. RETURN AIR GRILLE RETURN /EXHAUST DUCT DOWN RETURN /EXHAUST DUCT UP SIDE INLET CAN S.D. SMOKE DETECTOR S. MFR. SMOKE DAMPER S.P.F. SMOKE PURGE FAN S.S.S.C. SOLID STATE SPEED CONTROL S.L. SOUND LINING lY Zt SP. DMPR. SPLITTER DAMPER REL la11T.� ROUND Tr— �IJSw..LJ, SQUARE TO ROUND DUCT TRANSITION S/5 START /STOP STATIC PRESSURE SENSOR S.A. SUPPLY AIR SUPPLY DUCT DOWN SUPPLY DUCT UP SW. SWITCH TO TEMPERATURE CONTROL- TS, TEMPERATURE SENSOR T'STAT. THERMOSTAT TOP INLET LAY -IN T.O.D. TOP OF DUCT T.F. TRANSFER FAN T.V. TURNING VANES U.D. UNDERCUT DOOR V.A.V. VARIABLE AIR VOLUME TERMINAL- V.D. VOLUME DAMPER 5 . 0 DISCONNECT PROVIDED AND INSTALLED BY E.L. MARK MFR, /MODEL UNIT LOCATION NOM. TOTAL SENSIBLE LATENT FLOOR GRID AREA SERVED TONS. (MBH) (MBH) (MBH) CFM AIR HANDLING UNIT SCHEDULE EVAP. FAN TSP ESP HP RET./EXH. FAN MIN OSA P OWER RPM CFM TSP ESP HP RPM CFM ,S. NCLDUDED AM HEATING WGHT" MIN SP SET POINT FMCS FUNC. KW MBH EFFCC. AT UNIT. S /S TC REMARKS AHU -1 CARRIER MG SIZE 61 ROOF 5 -BB 33.0 OFFICE 3,200 3890 26,000 444 460V/30 8950 • 01 0005 O 10 GENERAL NOTES ALL DUCTWORK SHALL BE INSTALLED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE GODES AND ORDINANCES: CODES, RULES AND REGULATIONS OF THE STATE OF WASHINGTON AND THE CITY OF TUKWILA (1997 UNIFORM MECHANICAL LODE)..:" RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH 50UNDLINING OR EXTERNAL INSULATION WRAP A5 INDICATED IN NOTE 4 UNLESS OTHERWISE NOTED. FLEXIBLE DUCTWORK SHALL BE GLASS I CONFORMING TO U.L. STANDARD 181 AND APPLIED ACCORDING TO TABLE BELOW WITH MAXIMUM LENGTH A5 REQUIRED BY LOCAL LODE OR AGREEMENT. FLEXIBLE DUCTWORK APPLICATION CHART DUCT PRESSURE THERMAFLEX TYPE APPLICATION SRE RANGE M4CF M4(C s, 18 " -20 (NEG.) 0' -1/2" (POSJO' -10" LOWPRESS:DUCTWORKDOWNSTREAM 2F PRESS. REDUCTION MEDIUMPRE55. DULTWORKUPSTREAM OF PRESS. REDUCTION ALL EXHAUST AND RETURNDULTWORK MEDIUMPRESS OF PRESS.RED IN R FLE%7' VALUE YES 4.2 YES 4.2 YES 4.2 NO 0 SYMBOLS ON DRAWINGS FOR DUCT SOUNDLINING OR EXTERNAL INSULATION WRAP SHALL BE INTERPRETED AS FOLLOWS: A) 18/12 LI SHALL INDICATE 18" BY l2" DUCT (METAL DIMENSION) WITH I" SOUNDLINING. L2 INDICATES 2" SOUNDLINING ETC... El 18/12 W SHALL INDICATE I8" BY IA" DUCT (METAL DIMENSION) WITH I -I/2" EXTERNAL INSULATION WRAP. L) 18/12 SHALL INDICATE 18" BY I2" DUCT (METAL DIMENSION/ WITH NO SOUNDLINING OR EXTERNAL INSULATION WRAP. TAPE OR SEAL ALL JOINTS IN CONGEALED DUCTWORK SYSTEM ALL GUTTING, PATCHING, FRAMING, PAINTING, ROOF OPENING LURES, ROOFING ETC., REQUIRED TO INSTALL MECHANICAL SYSTEM HEREIN SHALL BE BY GENERAL CONTRACTOR, INCLUDING ALL FLASHING, SEALING, FRAMING AND ROOFING ON SHEET METAL DUCT ENCLOSURES. MECHANICAL EQUIPMENT ACCESS PANELS IN FURRED ENCLOSURES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. POWER. WIRING AND CONNECTIONS TO HVAC EQUIPMENT SHALL BE BY ELECTRICAL CONTRACTOR. CONTROL WIRING. AND LOW VOLTAGE CONNECTION TO HVAC EQUIPMENT. SHALL BE BY MECHANICAL CONTRACTOR. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL SHEET METAL. 10. ALL MEDIUM PRESSURE DUCT TO BE MANUFACTURED IN ACCORDANCE WITH SMALNA MEDIUM PRESSURE STANDARDS. 0 DISCONNECT PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR O STARTER AND THERMAL PROTECTION PROVIDED BY ELELTRILAL CONTRACTOR STARTER NEEDS 24 VAC COIL, PROVIDE WITH FACTORY INSTALLED ECONOMIZER, CLOGGED FILTER SWITCH, FAN FAILURE.. 0 SWITCH, SINGLE SOURCE POWER ENTRY, 120V AC DUPLEX POWER RECEPTACLE. 0 SMOKE DETECTOR IN SUPPLY DUCTWORK (PROVIDED BY OTHERS, INSTALLED AND .WIRED BY ELECTRICAL LONTRACTORI. 0 LOCATE STATIC PRESSURE PROBE AS SHOWN ON PLAN SHEETS. ADJUST SETPOINT 0 VARIABLE FREQUENCY DRIVE FOR SUPPLY FAN. SITE PLAN 0 FURNISH WITH BIRDSCREEN O4 FURNISH WITH BALKDRAFT DAMPER 0 PROVIDE VARIABLE SPEED (SCR) FAN SPEED CONTROL. 0 2 PROVIDE SINGLE STAGE ELECTRIC HEAT WITH MERCURY CONTACTORS. PULSE BY DDL 0 STANDARD CAPACITY COIL. O LEVELING BASE FOR CURB, FURNISHED AND INSTALLED BY OTHERS. O PROVIDE THERMAL INSULATED SOUND PANEL IN ROOF CURD. O SPRING RAIL ROOF CURB PROVIDED BY AND FURNISHED BY MECH. CONTRACTOR. O DISCONNECTS. BY ELECTRICAL. CONTRACTOR. 0 SINGLE LUG POWER CONNECTION. LEGAL DESCRIPTION That portion of tracts 21, 22, 31 and 32, Riverside Interurban Tracts, according to the Plat recorded in Volume 10, of Plats, page 74, in King County, Washington, more particularly described as follows Beginning at a point on the westerly margin of primary state. Highway No.1, Foster interchange to South 118th Street, as condemned under Superior' Court Cause No. 646846, that bears south. 0433'59" east 165.03 feet distant from the point of curvature of the west margin highway engineers'station 76.05.30 said point also being the southeast corner of that certain': tract of loud as described in option agreement recorded under Auditor's File No 7506090402: thence south 0433'50" east along said margin 615.17 feet to a point lying 110 feet westerly of and opposite engineers' station 68.25. thence south 5819'00" west along said highway. margin 230.32 . feet. thence south 1809'20' east along said '. highway. margin. 36.80 feet '. to the south line of tract 32 of the Riverside Interurban Tracts; thence north 891724 ". west 476.97 feet: along the moth line of track'. 31 and 32 .. to the easterly margin of East Marginal Way os established by warranty deed found: in King County records, King Country Recorder's No 7412090465. thence north : 1838'24" west 442.48 feet along said easterly. margin::, thence. north 1254'24'' west 443:48 feet along said easterly margin: thence north 100724 west 333.78 feet. along said easterly margin to the southwest corner of option agreement recorded under Auditor's File No 7506090402; thence south' 891724' east parallel to the south line of tracts 31 and 32 Riverside Interurban Tracts, a distance of 774.30 feet to i the point of beginning. O I -I /2 HOUR' RATED FOR IOR 2 HOUR PARTITIONS, METAL TO. METAL BLADE' EDGE SEALS: WITH FACTORY MOUNTED SLEEVE 16% 20 GAUGE, 120V/I0 FACTORY MOUNTED PREWRED EILECTRIL ACTUATOR ON SLEEVE WITH FACTORY SUPPLIED. DAMPER RETAINING ANGLES. O : PROVIDE INTEGRAL SMOKE DETECTOR.. 01 OR APPROVED EQUAL ANEMOSTAT, KRUEGER. SCOPE OF WORK INSTALL THE FOLLOWING EQUIPMENT: - ONE CHILLED WATER AIR HANDLING UNIT. - CHILLED. WATER. PIPING (STIRRETT) INSTALL FAN POWERED VARIABLE- AIR- VOLUME BOXES, DUCTWORK, FLOOR DIFFUSERS AND GRILLES FOR THE OFFICE OCCUPANCY. INSTALL ONE SPLIT - SYSTEM, COOLING ONLY, AIR CONDITIONING UNIT. THE CONDENSING UNIT IS ROOF MOUNTED. INSTALL ONE RESTROOM EXHAUST FAN lEF -D, DUCTWORK, AND GRILLES. 1 a v 0 w � Grop ,i'Cooperative of Puget Sound PROJECT #: C905538 / PS, Mechonico /• /nc, 9e23 id }A ' N TON SeafY e. XueOilptm 96108 c =' OO E a m C2 0 S c U " o C. I..f�. CV +t' 5 Q U7 ' Q E E "E o C� -0 0 (EXPIRES 5 - a -0a 1 I REDISTEREDI ARCHITECT J Clar4 STATE OF WASHINGTON project no. 360112 date 12/06/01 revisions sheet title " 4 /17, sheet Fa M0.01 CN1 c0 0) 0 0) U) QS c>s Cu HVAC SCHEDULES AND GENERAL NOTES LIEDERT UNIT 1 I I I I I i I j I 0 1 RELOGATE EX ■r INDIRECT DRAIN TOP 7A (TY, -GH 11 41— ! -0 r , . v - ral_ Far FLOOR i LgNNE EXI5TINU GT g/i2 NGL° DY RATED art Try Aga MST ,4 0 11 it PLENUM „N,0 F'RE,UR % ON - GOLI.F N E DP TO M AI'1U-7.-- >? 11PSH MSS 3,2 G1+.3 EHR 70/16 28/16 14.0 VEr , g04/ i 1 T DE oN 5T E ETMETAL- RaV ETE FL:10r' opeN :12 5 ;LOOR. 4t* (TYF'). ALL 140 r -- T 0 CD (Ix? HVAC PLAN R ‘,/ 7 0 Sheet title 24' 1-6 ultAS99 DEC 1 1 2001 PERMIT CENTER 0 C #: 905538 PROJECT C9 • Group Health of Puget s?uP d ilve 1EXP!E 50O a 1 (‹;'\RUATfPRI project no. 360112 date 12/06/01 revisions M 1. O s a � m � z O 0 Permit Set 12 -11 -2001 N 0 N 0 Group Health Cooperative Administration Main Buildings Computer Room Remodel 12400 East Marginal Way South Seattle, Washington 98124 1 CORNERSTONE ARCHITECTURAL GROUP, P.S. 1904 THIRDAVENUE, SUITE 500 206.682.5000 SEATTLE, WASHINGTON 98101 FAX 206.621.7717 PICKUP ( A118 ) . ISD - 6'5.44 VIK STA W . 1SO COMPUTER AREA. ISO - 2004.00 MOE_ -.. _... -�. ( A119 ) ISD six a' 683.82- - STA - WK SfA:�WK STA 1. l'.68 -4 1 us s'ats.F 31 C 35 PRINT ROOM ISD s'aaSl i _ ► , 2333 33 i 1 I , KIL9VA I 1 ;( A115A A#15B C ' lSDs €SD u'a ° E 3=4=62:-" 4 l -L 7" I' °T4t1.79 us,, Ase 284._17... - ( 5128 ) ISO u a' PASSA6E�_ M 7AREA 753.60- - - - -- ISD I .ss'a,a 93.25 COMPUTER AREA -7 (Ai13F) ISD .': 2493.09` - � ISO ISO; I �H'VUL Ij VACANT f I RAISED FLOOR TRA IN INS CORRIDOR 22 10 ( A100C1) m. VACANT '221110 120 EQUIP.: RN RAISED FLOOR I i OFFICE — ( AY 70 72/30 L1 ON L4HU -7) ._ -. 3G5 G GHR RM� bkB ELOVC,_R it FLOOR "ORRI00R. A99 09 35x33 . VEST {510051) " COMMDW9WE0P'� ;174.96 ,VENDOR , ` , (.5112 ). ISD- '� ""� -; MECR ` !- 155 11 10100411 •- 20FA 14C . WK STA ISO 1 O 18 tE= 107.88 •I.SD. n;s'aF 93 06 INK STA K -STA- ( A114F A ( 01448- C. 9K 'STA' ISO'. ;. a (4 4 1 81 1 06 40 5,, ) ,.... !5 . 0.60 WIP ISD A3:..: ffn t ( .'e ��sia.+�.t ;K STA 93SD4... ('A1146 .ISD 1 i s 55 taNlF KUL NTER TA 'It9 '8 -? -WK-STA _ - _ _ — — -- (A152W): F&ERVIL4_!°£ENTER :.80.A3j_., ,wz ; 24B02 51.14E 22x22 22 +22 CRY OF DEC 1 1 2001 PERMIT CENTER 0 4' B' %' 24' E 0 +g N N X LL Group 1 ' Health Cooperative of Puget Sound PROJECT #: C905538 PSF Machoni (62061 Ii6Ci9663'�t�• 90100 Fm .(2061 i60 -0301 ^ 3 31 'REGISTERECI '' ARCHITECT project no. 360112 date 12/06/01 revisions sheet title REFLECTED CEILI NC+ NVAC'PL'AN sheet 1 41.03 O Co Cam C � .0 Cu Cl) G C', W O C6 O d) c/3 N - - - - - • - - - - - - - • - • - - - - - - - • - - - - - - - - • • - - - - - - • - - - - C.,) i'l, 5- l',J l'i'-1 l?' i i n i II i ; ! --•-• : r . , i , . ■ i ! .- ''-- '.,.-' , • , -- , _ \ 4._____._________.____„_,_____.__i_._._•___________________C) :1 • i ' ,• 1 , . ! ! i 1 T E 4- 0 1q19 OPENING 0 ' C) cm,PSFliFwit_A DEC 1 1 2001 PERWT CENTER l■r 0 4 ' 6 16 24' 0 Group Health Cooperative of Puget Sound PROJECT #: C905538 PS, Macho, / ElgilFg' -.0 C:0 c > 03 n== a) cr) 0_ o c 0 'F c 0 c ' s CL E o 0 - o t‹;'horogl project no. 360112 date 12/06/01 revisions sheet title M1.04 8 L-4 5 z 00 0 = V o g 6 U5 , ROOF HVAC PLAN (I) sheet o /40, FLASHING OVER ROOF AND HOT MOP (BY G.L.) BACKDRAFT DAMPER ROOFTOP EXHAUST FAN DETAIL (MUSHROOM STYLE) DETAIL NO SCALE SE E EQUIPMENT SC HEDULE LURE WITH LANT STRIP (BY G.C.1 USE 2'k12 MINIMUM, BY G.G. 5EE ARCH. DWGS. FOR ROOF AND LURE CONSTRUCTION E LOCATION E DIMENSION OF ROOF OPENING. (SEE STRUCTURAL DRAWINGS FOR ROOF OPENING DIMENSIONS) TO T DETAIL NO SCALE 6 -� I. CENTER DIFFUSER IN QUARTER SECTION OF PANEL. 2. CORE DRILL BY FLOOR SUPPLIER. 3. FLOOR DIFFUSER BY MECHANICAL. 4. ZHEETMETAL BOOT WITHDAMPER AND ACTUATOR' ON ACTIVE UNITS, BY MECHANICAL. 5. FINAL DIFFUSER LOCATIONS WILL BE DEFINED DURING' SHOP DRAWING REVIEW OFFLOORING ANDFURNITURE. 6. COORDINATE WITH CARPET INSTALLATION. MOTORIZED FLOOR DIFFUSER DETAIL DETAIL NO SCALE ALL METAL DIFFUSER CARPET DUST CATCHER f/ CENTER DIFFUSER IN QUARTER SECTION OF PANEL. 2. LORE DRILL BY FLOOR SUPPLIER. FLOOR DIFFUSER BY MECHANICAL FINAL DIFFUSER LOCATIONS WILL BE DEFINED DURING' SHOP DRAWING REVIEW OF FLOORING AND FURNITURE. 5. COORDINATE WITH CARPET INSTALLATION. ALL METL DIFFUSER A CARPET FLOOR DIFFUSER DETAIL DUST CATCHER CITY OF DEC 1 1 2001 PERMIT CENTER 0 0 N. N 0. PSF Mechan � 9122 14th Pvenue 5. 5206 Ii6C- 9663N9i� 9B10B g ( 0 t6 0) O a V O . a cts cC C13 7 0 (� rn CI eL CO CD E U < N HVAC DETAILS Group Health Cooperative of Puget Sound PROJECT #: C905538 63 }' REGISTERED l ARCHITECT J. Cloak STnTE OF wgSmNCTON project no. 360112 date 12/06/01 revisions sheet title sheet 2.01 PLUMBING FIXTURE SCHEDULE NUMBER SYMBOL DESCRIPTION SPECIFICATION W V C.W. H:W. REMARKS P -1. p. WATER CLOSET, WALL HUNG, FLUSH VALVE. KOHLER K -4330 WALL HUNG, FLUSH VALVE SLOAN 111. BEMIS 1955—C, WHITE OPEN FRONT SEAT LESS COVER, 1.5 GPF. 4" 2" 1" — FOR "H" MOUNT AT 17 "— 19 AFF. MOUNT FLUSH VALVE LEVER ON WIDE SIDE OF COMPARTMENT. P -2 D URINAL, WALL HUNG, FLUSH KOHLER -T LITE W /SLOAN 186 -1 FLUSH 2" 1/2 3/4° FOR "H" M MOUNT TFLR. P -3 LAVATORY, COUNTERTOP KOHLER K- 2196, COUNTERTOP SYMMONS S -60—G FAUCET 1 -1 1-1/2" 2 1 -1/4" 1/2" 1/2" FOR "H" USE SYMMONS P -4 SINK, SINGLE COMPARTMENT WITH INSTA —HOT JUST SL- 1815 —A —GR, SINGLE COMPARTMENT WITH CHICAGO 786— FC —GN2A, POLISHED CHROME FAUCET, ISE MODEL H -770 HOT WATER DISPENSER 1 -1/2" 1 -1/2" 1/2" 1/2" 750 WATT, 6.5 AMP 115V, WITH CORD & 3 —PRONG PLUG P -5 I1 JANITOR SINK KOHLER K -6710 WITH CHICAGO 956 —R POLISHED CHROME FAUCET 2" 2" 1/2" l/2" P -6 DUAL LEVEL ELECTRIC WATER COOLER HAWS MODEL HWCD8 -2, BARRIER FREE WALL MOUNTED ELECTRIC WATER COOLER 1 -1/2" 1 -1/2" 1/2" 430 WATT, 4.5 AMP 115V, SINGLE PHASE FD -1 * FLOOR DRAIN ZURN Z -415 2" 2" PROVIDE TRAP PRIMER EQUIPMENT SCHEDULE ITEM DESCRIPTION HWH -1 HOT WATER HEATER LOCATED IN ROOM A180 6 KW, 208 VOLT, SINGLE PHASE, A.O. SMITH DEN -40 ET -1 EXPANSION TANK: AMTROL, ST -12, 4.4 GALLON DCP -1 HOT WATER CIRC. PUMP: 1/22 HP, .74 AMPS, 115 VOLT, 10, GRUNDFOS UP15 -42SF ABBREVIATION OR SYMBOL 0 ID EL or ELEV GD N2 N20 MA 02 SCW SHW VAC AB ABV. CLG. AD AFF AP ARCH. BFP BJ c/o or o/c CB CI CO CW CAP CK. VA. CLG. CONC. DS DIA DN DWG EA EL FCO or SCO FD FLR FS GC GPM GV HB HW HWC ICW IE KHW KHWC LCW LHW MAX MIN NFHB NIC NO NTS ORD ORL OTD PD POC PRV PSI PS PW RD RL RM RV SAN SD SHT SOV SQ. FT. TD TE TR. D. TYP V VEL VTR W W/ WC UNO B " —C" LEGEND DESCRIPTION And At Balancing valve Ball valve Center line Combination shutoff and balancing valve Diameter or round Drain (indirect) Elevation Garage drainage above or below grade Gate Valve Pipe slopes in this direction Pound or number Sanitary sewer above ground Sanitary sewer below ground Storm sewer above ground Storm sewer below ground Strainer Union Nitrogen Nitrous Oxide Medical Air Oxygen Softened Cold Water Softened Hot Water Vacuum Anchor bolt Above ceiling Area drain Above finish floor Access panel (by others UNO) Architectural Backflow preventer Between joist Center to center Catch basin Cast iron Cleanout Cold water (domestic) Capacity Check valve Ceiling Concrete Downspout Diameter Down Drawing Existing Each Elevation Flush cleanout or surface cleanout Floor drain Floor Floor Sink General contractor Gallons per minute Gate valve Hose bibb Hot water (domestic) Hot water circulating (domestic) Industrial cold water Invert elevation Kitchen hot water Kitchen hot water circulating Lab Cold Water Lab Hot Water Maximum Minimum Non — freeze hose bibb Not in contract Number Not to scale Overflow roof drain Overflow Rain Leader Overflow terrace drain Planter drain Point of connection Pressure reducing valve Pounds per square inch Pumped Storm Pumped Waste Rise Roof drain Rainleader Room Relief valve Sanitary Sewer Shower Drain Sheet Sovent Square feet Terrace drain Top elevation Trench drain Typical Vent Velocity Vent through roof Waste(Sanitary) With Water closet Unless otherwise noted Pipe heat traced A" dim. from CL to bottom of deck B' —C" dim. from CE to struc. floor slab PLUMBING SPECIFICATIONS All piping and plumbing per UPC 1997. Backflow protection per cuss connection control committee, AWWA. Waste and Vent Abova Ground — Cast iron No —Hub pipe and fittings. Waste and Vent Underground — Cast iron No —Hub pipe and fittings. Domestic Water Above Ground — Copper type L with 95 -5 lead free solder. Domestic Water Underground — Copper type L with silver solder joints and wrought copper fittings. Rainleaders — Cast iron no —hub pipe and fittings, or DWV copper above grade at contractors option. Hangers and Supports — All hangers and supports per MSS SP69 and UPC. Hangers do not need to be oversized for pipe insulation. Pipe Insulation — Insulation to be provided on all horizontal cold water and rainleaders above ceilings, all hot water piping, hot water and drain pipes under handicapped lavatories. Overflow roof drain bodies and first five feet of pipe to be insulated where located above ceilings. Insulation to be minimum 1/2 —inch fiberglass per Washington State Energy Code F.-estop/pipe sleeves — Use Proset fire rated sleeves or firestop other sleeves per UBC requirements. Horizontal wall penetrations by metallic pipes to be sealed by drywall contractor. WATER CONSERVATION PERFORMANCE WASHINGTON ST. STANDARDS 1. ALL WATER CLOSETS SHALL HAVE 1.6 GPF OR LESS. 2. ALL URINALS HAVE 1.0 GPF OR LESS, AND NO CONTINUOUS FLOW OR CONTINUOUS FLUSH OPERATION. 3. PRIVATE FAUCETS SHALL BE RESTRICTED TO THE FOLLOWING FLOWS: BATH /SHOWER LAVATORY KITCHEN FAUCET 2.5 GPM 0.5 GPM 2.5 GPM 4. EXCEPT WHERE USED FOR HANDICAP, PUBLIC LAVATORIES SHALL HAVE SELF CLOSING VALVES. P -0 TITLE SHEET — PLUMBING P -1 UNDERGROUND & FIRST FLOOR PLAN — PLUMBING 16 -7.384 CITY OFEiUMNIL;� DEC 11 2501 PERMITCENTER AS B 0 5 U IA S U B w m 0 � O Q w cr <0 WO MCC 0 CC 0 P0.00 MECH R001 ( Al26 I I AREA 9 2 "CW CONNECT TO EXISTING IN MECH ROOM Al26 2 "CW UNDGRD I LOBBY a100L AA LINK SEAL AT PENETRATION /-2 "CW UP CORRIDOR A100C1) 4 "5AN CONNECT TO EXISTING ISD AREA ( A142 VENDOR AREA _, A140 BB COMPUCOM A141 OPEN OIFFICE PARTIAL UNDERFLOOR PLAN - PLUMBING SCALE: 1/8 " =1 -0" r 4 "SAN UNDGRD TRAINING ( 0175 1 1 TRAINING LA174J OFFICE 7 ELA AREA t`4 2 "SAN UP W /WCO ,® A 0 FILE 0 FILE 2"P -TRAP UP TO FD W/TRAP PRIMER (1YP.) 2"P - TRAP UP TO MOP SINK 2 "CW DN 2 "CW TRAINING ( A175 TRAINING 0174 ) OFFICE ® ISD AREA A142 ) )1" CW,2"V DN ELA AREA () C SUPPORT "CW,HW,)/2 "H i \\ NEW EQUIP. \ \ ( 0143) UNDGRD `\ � 2"P -TRAP UP(2) ' \ ICBM E N \ s � tv , 4 " UP TO \ �� _ a A A , T 01 t R M. i � a r _ T 4 " / .,,, u 0 . . . . . 4"Fc°- W MEN NNNN � rr UPn• 4) 178 \_2"P -TRAP UP M I 1 1"- TRA�UP r_ f 2 V UP ) I lilt 1 II Jill C FFEE SUPPORT W /WCO . EIS . EElla A180 1 2" SAN UP CORRIDOR 010011) III 11 DCP -1 Ire I giffEEM ! ! i il =M ES\ \ fFEE 1 "cw,4Hw, w,z v DN OPEN OFFICE PARTIAL FIRST FLOOR PLAN- PLUMBING SCALE: 1 /8 " =1' - &CW DN O SUPPORT ( A176 ) s' 2,0e) 1,D c/ � 1 51 IyvIA 1 (11 VI �J G� 180 IAA TOILET RM. - DOMESTIC WATER DETAIL SCALE: 1 /4 " =1' -0" NTS TOILET RM. - WASTE AND VENT DETAIL NTS 4 HW THERMOMETER PROVIDE BRACING RAIN NSULATION PAD ELECTRIC HW HEATER NTS P -4 "Do 1 -38y DCP RELIEF VALVE DISCHARGE TO MOP SINK SUPPORT ( A180 ENLARGED PLUMBING FIXTURE CALLOUTS Ih'HWC HWH -1 50 ■ ET-1 ECEIVEC CITY R OF TUKWIL . DEC 1 1 2001 PERMIT CENTER 0 0) J W 00 0 Q w cr 0 2 Q • tr O E" cc n 0 O. 0 U P2.01 1111 in \\\ 0 v LL-1 1 PO RP4 RP3 ( ° 0 ° ° LL-E9 8 OLL-8 OLL-8 HZELF-3 I ° G , ELF 0 LL-8 bLL-8 ELF-1 E ra2 113) 3 U-4 RP Ile ELF-1 I I L _J r CD ® g ® g LL-10 ELF-1 LL-8 ELF-1 PLL 0 -8 LL-8 Fl F-3! 1 7 Is 7 7 1 7 7 7 LL-12 LL-12 LL-12 CD LL-12 LL-12 n 9 O -- LL-10 - g© o 0 0 7L-Ids ctL9 LL-8 877 7 Z P-12 1 rIC) LL-12 -11 JED 7P-12 7 7 7 7 7 4 D 4210 rIC) LL-12 ELF-1 C.) LL-12 0 LL-12 0 LL-12 :Pc • CD e LL-10 g m 0 C OLL-10 CD LL-10 LL-1 LL-10 LL- LL-10 e 0 LL LL-10 LL-1 4:0 , LL-81 r4 0 Fin Alli &El W, A LL-8 LL-8 u 7 LL-4 CD LL-8 r- fjc) 141 R 7., . r° LL-1 Fx LLF- '4 4D 0 EL rc 7 4. pLL-12 7 j LL-12 E -1 LL '10 LL-4 4 7 7 LL- LL-8 ELF-1 Z LL-8 -3 L-1 2 LL-8 Fl Go I_ . .77 • LL 12 L - 4111 LL- 1 2 , LL O C) LL-8 7 LLH4 LL- 2 L-8 7 -a 7 LL-8 7 7 7 7 ' ELF-1 LL-12 LL-12 7 Fl fb•-. LL 12 LL-12 LL-12 0 01111 LF-1 /A LL-2 7 7 Pi LL LL- r ® ELF _ I 7 ELF-34_ (1) 7 LL-12 —4 74111 ; V W I ri 0 0 0,8 OLL, O o,C) F 2 a E l D i_ F _3 11 •-• LL-8 LL-8 LL P, i , • 111D LL-8 LL-a -531 1 4- T e t:LL-8 • • 4302) LL 1O 0 C) EL ,L,_, rd. • LL- ■ LL-6 4 td:__101 P-- LF e CD . 0 \ ' 744) 4 . 611 111100- ...4-011r .-.111411 AIR ,ok • "1 411° 164 Li(f), VA GO L-6 LL-6 LL- 4 7 LL-6 eb _ -4 LL-6 LL A EL /2, LL LL-6 88 LL- LL-1 LL 88 88 K L_1 dIlIIIlII ELF DM LL T3fiTT A N. NORTH FLOOR PLAN - Scheme E2 ANBFP-1.DWG - = = I LL 1 LP-1 ri H V - 0 FA 90\ to -A4 , LL- , tia Bolo r.11 7 . TI # SCALE: 1"= 8'-0" , \ ■ ( 7\ (6) orry7,99%, DEC 11 2001 \ PERMR CENTER , 0 (NJ E AW--- e Group „ Health Cooperative of Puget Sound Project %: C9T5538 cl) 07a5 o > g -0 c o '511 o L- E 0.) co 0_ 0 cc --- o • E 0 o -- ( FM RS al L- E o Eoo k- () < c\J project no. 360112 date revisions sheet title LIGHTING FLOOR PLAN • sheet E1.0 07 RP4 -10 New E u mt RP2- 0 RP2 -34 w INSTA -HOT 780W -120V I RP2 -18 II .. 5552752 squaze fl RP 4-10 RP4 -10 RP3 -15 "INI R21I RP3 -15 Netversant 0 0 0 0 III I/ RP3 27 . 1 N RP3 -9 N RP3 -9 5 yI DP4 i r '111 '6 ■. C I RP3 -11 N RP3 -15 RP3 ®® ❑ RPT-10 C mpucom 4 5342t quaze ft. RP2- 6 Rk2 -14 oy�xhalving 0 a a a a a C escu�s (s) a a a a = NORTH 11IIOIII�, FLOOR PLAN — Scheme E2 A.NBFP -1.DWG H ;; II II II 1 INK SCALE: 1 "= 8' -0" V , HW HEATER \\/ \ � ti ■ 1 mo\--"baLi CIT1' pF I AF LA t DEC 11 TOT\ FERMI 0 N' N. a) = ! — i m *Group Health Cooperative of RgetSound Project #: C9T5538 1) co 15 0 L . 5 E Q co cc U : 0 11 d) al 4) • co a O • E o 0< project no. 360112 date revisions FLOOR. PLAN. sheet 2.0 N _ 00 0) C 0 0) ca C F- sheet title POWER AND SYSTEMS WHERE TABLE IS SHOWN ON PLANS, PROVIDE WIRING FOR OWNER FURNISHED INTEGRAL FURNITURE MOUNTED RECEPTACLES AND COMPUTER OUTLET DEVICES AS SHOWN iN THIS DETAIL. CIRCUIT TO CORRESPONDING PANEL VIA WALL MOUNTED JUNCTION BOX OR POWER POLE AND CIRCUIT PER TABLE. Oc ' tN TYPICAL ELECTRIFIED FURNITURE RECEPTACLE LAYOUT SCALE: 1/4 " =1' -0" O 0 Wr 4110 "0 O O NORMAL POWER RECEPTACLE REPRESENTED BY t.B ON TYPICAL PLAN .BELOW COMPUTER POWER RECEPTACLE REPRESENTED BY tgc ON TYPICAL PLAN BELOW O PIGTAIL CONNECTED TO BUILDING POWER SYSTEM AT JUNCTION BELOW RAISED FLOOR BASE POWER ENTRY PROVIDED BY FURNITURE SUPPLIER. ALL ELECTRICAL CONNECTIONS BY ELECTRICAL CONTRACTOR. FURNITURE CONTAINS AN EIGHT WIRE SYSTEM AS ILLUSTRATED BELOW. THREE PHASES WITH SHARED NEUTRAL AND GROUND SHALL FEED COMPUTER POWER RECEPTACLES, DEDICATED CIRCUIT SHALL FEED NORMAL POWER RECEPTACLES. PHASE A /—• PHASE B / TO COMPUTER POWER PHASE C / I' RECEPTACLE IN FURNITURE x/10 NEUTRAL / GROUND /_, DEDICATED CIRCUIT / NEUTRAL / TO NORMAL POWER RECEPTACLES GROUND / IN FURNITURE. BASE POWER ENTRY DETAIL SCALE: NONE DATA/ COM OUTLET REPRESENTED BY Q ON TYPICAL PLAN BELOW TYPICAL ELECTRIFIED FURNITURE ELECTRICAL DETAILS SCALE: 1/4 " =1' -0" ■ MODULAR PLUG CONNECTS DIRECTLY TO ELECTRIFIED FURNITURE BUSSING NOTES: O1 ALL PANEL SECTIONS SHALL BE BUSSED TOGETHER AT TIME OF INSTALLATION. SUPPLIER OF ELECTRIFIED FURNITURE SHALL PROVIDE HARDWARE, ELECTRICAL CONTRACTOR TO DO ALL WIRING AND BUSSING BETWEEN FURNITURE PANELS, AND BETWEEN FURNITURE PANELS AND ELECTRICAL DEVICES MOUNTED WITHIN PANELS. O BASE POWER ENTRIES ARE PROVIDED WITH ELECTRIFIED FURNITURE. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS BETWEEN ELECTRIFIED FURNITURE AND BUILDING POWER SYSTEM. SEE DETAIL THIS SHEET. ED CONNECTION OF THE BASE POWER ENTRY TO BUILDING SERVICE AT 45 BOXES BELOW RAISED FLOOR. ALL CONDUCTORS IN BASE POWWER ENTRY CORDS MAY NOT BE REQUIRED. CONTRACTORS SHALL WIRE NUT, TAPE AND MARK SPARE ON ALL UNUSED CONDUCTORS. ® BUSSING IN ELECTRIFIED FURNITURE WALLS SHALL BE CONNECTED AS REQUIRED TO ACCOMMODATE CIRCUITS AS INDICATED ON PLANS. O CONTRACTOR SHALL COORDINATE ENTIRE ELECTRIFIED WALL INSTALLATION WITH SYSTEM SUPPLIER. CONTACT RICK DONALDSON AT CHOICES NW (253) 395 -5691. PROVIDE PERSONNEL AT SITE AT TIME OF ELECTRIFIED FURNITURE INSTALLATION AND PROVIDE ALL WIRING AND INTERCONNECTIONS OF ELECTRIFIED FURNITURE. © BASE COMMUNICATION ENTRIES ARE PROVIDED WITH ELECTRIFIED FURNITURE. 7 PROVIDE PENETRATIONS AND GROMMETS AT RAISED FLOOR AS REQUIRED COORDINATE PENETRATIONS WITH FURNITURE SUPPLIER. ® RECEPTACLES SUPPLIED BY FURNITURE SUPPLIER. CONNECT TO WIRING WITHIN FURNITURE. CIRCUIT AS INDICATED ON FLOOR PLANS. SYMBOL LEGEND ICI CD RP -2 FLUORESCENT LIGHTING FIXTURE, RECESSED. "Ft" INDICATES TYPE PER FIXTURE. SCHEDULE. "RP -2" INDICATES CIRCUITING. "0" INDICATES SWITCHING. FLUORESCENT UNDERCABINET SURFACE MOUNTED LIGHT FIXTURE O INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED. FLUORESCENT LIGHT FIXTURE CONNECTED TO EMERGENCY POWER PANEL e EXIT LIGHT, INDICATES DIRECTION OF ARROW E 'E' INDICATES EXISTING DEVICE TO REMAIN, TO BE RELOCATED OR BE REMOVED AS NOTED Cr DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE ere DUPLEX RECEPTACLE DEDICATED FOR COMPUTER USE PROVIDE SEPERATE #10 NEUTRAL WIRE. • DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER AT +42" UNLESS NOTED OTHERWISE. 'B COMBINATION DATA /TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4 "C. UP TO ACCESSIBLE CEILING SPACE. .p' MOTOR CONNECTION n EQUIPMENT CONNECTION (INCLUDES CONDUCTORS, TERMINATIONS, GROUNDING CONDUCTOR, ETC.) > FLAG NOTE O JUNCTION BOX SINGLE POLE SWITCH $M THERMAL MANUAL MOTOR STARTER so /ao EY DISCONNECT SWITCH, FUSED (60) INDICATES SWITCH AMPERAGE/ (40) INDICATES FUSE AMPERAGE. CONDUIT HOMERUN (HASH MARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO. LONG HASH INDICATES NEUTRAL, HASH MARK W /DOT INDICATES GROUND.) 277/480V ELECTRICAL PANELBOARD 120/208V ELECTRICAL PANELBOARD O FIRE ALARM MANUAL PULL STATION FOT FIRE ALARM HORN /STROBE DEVICE • FIRE ALARM SMOKE DETECTOR ▪ FIRE ALARM DUCT SMOKE DETECTOR *Group Health Cooperative of Puget Sound Project #: C9T5538 C3) 713 •5 E Q m cc C O 2 o j cr cci L_ u) CO N = L 0 E o -0U O N CO' aTa 0) C cr 5 � 1 �. ) 11 `V 0 N EXPIRES t /20, 0 project no. '360112 date revisions RECEIVED CITY OF 'TUKWILA ( ( C ) ) 2001 ,, PERMIT CENTER O N sheet title r' DETAILS T AND LEGEND m c'< _4 /; c /T /< sheet N c,_ F LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS MANUFACTURER ( 2'X4 RECESSED FLUORESCENT FIXTURE WITH PARABOLIC LENS 3-34W1 EXISTING C) 6" ETE RCSED LUOS N DOWNLIGHT, ALZAK DIAM REFL ECT ES CLEAR F IRID CENTOPE FREE, SELF TRIM POLISHED 1 -32W TRIPLE TUBE LIGHTOLER CALCULITE SERIES OMEGA PRESCOUTE F3 i' A 4' SURFACE. MOUNTED FLUORESCENT WRAPAROUND FI %TURF, HINGED ACRYLIC LENS, MAX 12" WIDE 2 -32WTB DAY -BRITE CAN SERIES LIGHTOLIER COLUMBIA F,, UNDERCABINET FLUORESCENT TASK LIGHTING FIXTURE, 48 "L WITH ACRYLIC LENS, ELECTRONIC BALLAST AND 20GA STEEL HOUSING. (1) 32W TB DAY -BRITS 8UC132- WS -12D F5 WALL MOUNTED SCONCE FLOODLIGHT FORWARD THROW LIGHT FIXTURE WITH DIECAST HOUSING AND OPTICS WITH SHARP CUTOFF. TEXTURED POLYESTER POWDER COAT FINISH. WET LOCATION FIXTURE. 70W MH McPHILBEN 111- MT -70MH- 277 -BRP F6 WALL MOUNTED UP -DOWN CYLINDER LIGHT FIXURE WITH A SINGLE LAMP FOR UP AND DOWN. DIE CAST ALUMINUM HOUSING WITH POLYESTER POWDER COAT FINISH 70W MH McPHILBEN 301- E- W- L -70MH- 277 -BRP F7 RECESSED WALKWAY RECESSED STEPLIGHT FIXTURE WITH CAST ALUMINUM HOUSING BRONZE PAINT FINISH 50W MH McPHILBEN 946- C -50MH- 277 -BRP Fe SURFACE MOUNTED CYLINDER DOWNLIGHT WITH DIECAST ALUMINUM HOUSING TOW MH McPHILBEN 300- 0 - C- R- P70MH- 277 -BRP F 4 FLUORESCENT.DECORATVE VANITY LIGHT FIXTURE WHITE FINISH WITH UP AND DOWN LIGHT AND ACRYLIC DIFFUSER (2) 32W T8 LIGHTOLIER 5404WH -1200 CD DIECAST ALUMINUM LED EXIT LIGHT FTUE ALUMINUM HOUSIN BLACK WITH STENCIL FACE AND GREEN LETTE R U NIVERSAL MOUNTIN LED DUAL LITE LES SERIES PANEL SCHEDULE PANEL SCHEDULE Na RP2 LOCATION: ELECTRIC ROOM A160 SERVING: 120/208 VOLTS 3 PHASE 4 WIRE 22 AMP with MAIN BREAKER N'REli L ELECTRIC ROOM A160 120/208 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN BREAKER CKT NO. LOAD DESCRIPTION VA TRIP AMPS 20 •20 20 -^ 20 ^ 20 ^ 20 ^ 20 ^ 20 - 20 ^ 20 ^ 20 -^ 20 ^ 20 ^ 20 ^ 20 -^ 20 ^ 20 -'••••• -'••••• " 20 ^ 20 - 20 ^ 20 ^ 20 • Cllr] TRIP II AMPS n ^ ^- 20 U •- 20 !! ^- 20 ^- 20 „ .9 ^_ 20 20 II ^- 20 L. ^- 20 ^- 20 r ' 20 ...• • " 20 11 4 ..• /2 „ ^- 20 ` 20 I.• •• ' ' 20 I 20 ' 20 L� ' •- 20 .. •- 20 VA CKT LOAD DESCRIPTION N0. No LOAD DESCRIPTCN VA � �'oN N N 0 ( I ( 1 ( 1 ( 1 ( 1 ( 1 ( I ( I (I (i ( 1 ( 1 ( I ( i ( 1 (1 u ( 1 ( I ( 1 % VA CKT LOAD DESCRIPTION 0. 7 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTALCES C RECEPTACLES RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES C SPARE 1440 400 400 400 400 400 400 400 400 400 400 400 1440 1440 40D 400 1260 400 400 400 400 400 1080 200 1080 720 1080 400 900 780 1000 1000 3000 3000 180 180 540 RECEPTACLES C RECEPTACLES C 4 RECEPTACLES 6 RECEPTACLES C 8 RECEPTACLES 10 RECEPTACLES 12 RECEPTACLES 14 RECEPTACLES. C 16 RECEPTACLES 18 INSTA -HOT 20 DED RECEPTACLE '.22 DED RECEPTACLE 24 HW HEATER 26 28 RECEPTACLES 30 RECEPTACLES 32 WATER COOLER 34 SPARE 36 SPARE 38 SPARE 40 SPARE 42 RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLE C RECEPTACLES RECEPTALCES C RECEPTACLES C RECEPTACLES RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES C RECEPTACLES RECEPTACLES C RECEPTACLES C 0 0000a0000 0 00 0 0000 0 00 o oo oo moo oo °�oomoo oo°�oo a�aaa aaaa�av ( 1 ( I ( 1 ( 1 ( 1 ( I ( I ( I ( 1 ( I ( 1 ( 1 ( 1 ( I ( I ( 1 ( 1 ( 1 ( 1 ( 1 ( 1 000000000000000000000 aaaaaa N alom oNammoNNNmoNammoN ! U U V U U U U U U U U U U U m W W W W W W W W W W W W W W W W W J J J J J J J J J J J J J J J J J J U U U U U U U U U U U U U U U U U U Hla- Ia- la- Ia- Ia-la -Q Ala- a�a6aFFa -F aaaaaaaaaaaaa utiuvvvvvv vvviJU�uaaa DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND RECEPTACLES MISC 9. 2 11.0 100% 100% 9. 2 11.0 RECEPTACLES MISC 11. 8 16.0 100% 100% 11. B 16.0 TOTAL 27.8 KVA 27.8 KVA 77.2 AMPS TOTAL 20.2 KVA 20.2 KVA 56.1 AMPS PANEL SCHEDULE PANEL SCHEDULE RR, 120 /208 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN BREAKER NO R p 3 LOCATION: ELECTRIC ROOM A160 720 /208 VOLTS 3 PHASE 4 W 225 AMP with MAIN BREAKER C LOAD DESCRIPTION VA IJ ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( m l l l l l l l l l l l l l l l i l l l l l ri000000000000 I-- 000000000 NNNNNNNNNNNN a tn00 NN N � [V N N N N N 00 N N N N N N N N N N a ( I ( I ( 1 ( I ( 1 ( 1 ( I ( 1 ( 1 ( 1 ( I ( I ( 1 ( I ( 1 ( 1 ( 1 ( I ( I ( I ( I VA LOAD DESCRIPTION CKT N0. CKT LOAD DESCRIPTION VA N • I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a ��000000000000000000000 ti a N N N N N N N N N N N N N N N N g- O o 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 K� 0 0 O NN NNNN ra ( I ( I ( I ( I ( I ( I ( I ( I ( I ( I ( I ( I ( I ( I ( 1 ( I ( I ( I ( I ( I ( I VA LOAD DESCRIPTION C 9 SPARE 11 RECEPTACLES C 13 SPARE 15 SPARE 17 SPARE 19 SPARE 21 SPARE 23 SPARE 25 SPARE 27 SPARE 29 SPARE 31 SPARE 33 SPARE 35 SPARE 37 SPARE 39 SPARE 41 SPARE 0000 ° a ° v °v 0000f0000�0000 • , N N N N N M M M M M a a U J V m W W W W U U U U U ala -la-F • W w K K K K K K K M K W W K K JUUaaaaaaa¢a ¢ aaaaaa KK¢¢ �NInNNNfa/INNgVI(%Ifa/Ifa/INVIN I�MU)n OI �MUI fO��MN1�T. -M NI�O�� N N N N N M M M M M a ,,„0„ V V U U U U V U U U U W W W W W W W W W W W W W W W U U V U U U U U U U J U U U U U aaa a ww l- wawwwwwwwaaaa . a atiuuuuuuucwJVVUaaa w wwwwwwwwwaaa o oo 0 m o o 000 000000000 aaaOaaNVaaaaaaa t o 00000000 a0 0000 0 00 Namm oNammoNammoN alomoN U U U V U U U U U m W W W W W W W W U U U U U U g a U U a Hl a - l aaaaaaawwwwwwwwww WW titi����Uaaaaaaaaaaaa KK¢¢¢HOOgllf I DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND DESCRIPTOR CONNECTED LOAD DEMAND FACTOR DEMAND RECEPTACLES MISC 2.4 9.2 100% 100% 2.4 9.2 RECEPTACLES MISC 1.6 3.2 100% 100% 1.6 3.2 TOTAL 4. 6 KVA 4. 8 KVA 13.4 AMPS TOTAL 11. 6 KVA 11. 6 KVA 32.0 AMPS PANEL SCHEDULE PANEL SCHEDULE ELECTRIC ROOM A160 • SERVING: 277/480 VOLTS 3 PHASE 4 WIRE 100 AMP with MAIN LUGS ONLY NO DP4 LOCATION: ELECTRIC ROOM 0160 277/480 VOLTS 3 PHASE 4 WIRE 225 AMP with MAIN LUGS ONLY DESCRIPTION VA • ( T ( I ( I ( T ( I ( I ( T ( I ( I ( T ( I ( I ( T ( I ( I I I I I I I I I I I I i l l l 00000000 a g0 N NNN NNN ( I ( I ( I ( I ( I ( I ( 1 ( 1 ( I ( I ( I ( I ( I ( I ( 1 LOAD DESCRIPTION CKT NO. LOAD DESCRIPTION yq TRIP C.Y.] AMPS 2 -1 20 - / 2C _ 20 - /3 20 - '�`„'�- 20 ^ 20 ^ 20 -'� 20 ^ :: 20 ^ 20 -^ TRIP III AMPS 20 �� �� _ 20 �� ;; 20 �! �� NI 20 / �� 20 2 „ ^ 20 11 ' 1 � 20 �I ,� 20 -- 20 ...• ^- 20 I� ^- 20 VA LOAD DESCRIPTION CKT NO. I � MNI � O ��� m � m^ NNNN ^ r M 1Mnm J SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 2 4 6 SPARE 8 10 12 SPARE 14 16 18 SPARE 20 22 24 SPARE 26 28 30 SPARE 32 SPARE 34 SPARE 36 SPARE 38 SPARE 40 SPARE 42 1 EXTERIOR SPARE LIGHTING 3 5 SPARE 7 SPARE 9 SPARE 11 SPARE 13 SPARE 15 SPARE 17 SPACE 19 SPACE 21 SPACE 23 SPACE 25 SPACE 27 SPACE 29 SPACE 530 NNVOM O N 0 0 0 t LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE N alomoNalo mc°vNNrvNn DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND iTING 15. 9 125% 19. 9 DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND 4L 1 5. 9 KVA 1 9. 9 KVA 23.9 AMPS RECEPTACLES MISC 6.1 37.3 700% 100% 6.1 37. 3 TOTAL 41 4 KVA 120. 4 AMPS NEW PANEL SCHEDULE NO ELF LOCATOR: ELECTRIC ROOM A160 SERVING: EMERGENCY LIGHTS 277/480 VOLTS 3 PHASE 4 WIRE 100 AMP with MAIN BREAKER EXISTING PANEL SCHEDULE NO. LOAD DESCRIPTION VA AMPS VA LOAD DESCRIPTION NO LOCATION: ELECTRIC ROOM A160 DP4A SERVING: 277/480 VOLTS 3 PHASE 4 WIRE 600 AMP with MAIN LUGS ONLY 1 EMERGENCY LIGHTS 3 EXIT SIGNS 5 SPARE 7 SPARE 9 SPACE •it SPACE 1900 300 (( I ( I ( i ( I ( I 2222 ^- 20 ^- 20 ^- 20 ^- 20 ^- 20 ^- 20 SPARE SPARE SPARE INamm, C NO KT LOAD DESCRIPTION VA TRIP AMPS 100 3 _ / _ 100 - 4 100 - 102 - -^ ^ ^ . ^ ^ -^ " =7 TRIP 'I AMPS 100 Ol � / �/ 3 i ll 100 �� ii _ / ;; 100 I'i' '� ^- 1 ^- 11 ^- II ^- 11 ^- 11 ^- U ^- VA LOAD DESCRIPTION CKT NO 1 PANEL PP1 TRANSFORMER 5 7 PANEL RP2 TRANSFORMER 9 1i 13 PANEL RP3 TRANSFORMER 19 SPARE 23 E 31 SPACE 33 SPACE 35 SPACE 37 SPACE 39 SPACE 41 SPACE PANEL RP4 TRANSFORMER 2 4 6 PANEL LL 8 10 12 PANEL DP4 14 SPACE 28 SPACE 30 SPACE 32 SPACE 34 SPACE 36 SPACE 38 SPACE 40 SPACE 42 DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LIGHTS 2.1 125% 2.6 DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LIGHTING RECEPTACLES MISC 1 5. 9 25.0 39.4 125% 100% 100% 1 9. 9 25.0 39.4 TOTAL 80. 3 KVA 84.2 KVA 101.3 AMPS ELECTRICAL LOAD CALCULATIONS LIGHTING 15.9KVA X 125% = 19.9KVA RECEPTACLES 25.0 KVA X 100% = 25.0 KVA MISC. 39.4 KVA X 100% = 39.4 KVA MOTORS A A TOTAL 80.3KVA 84.2 KVA ® 4800, 3PHASE = 101.3 AMPS 84.2KVA RECEIVED CITY OF TUKWILA DEC 11 2001 PERMIT CENTER a L / *Group Health Cooperative of Puget Sound Project *: C9T5538 a) 15 5 : N a "19 D o cf 2, Q. CO � C 0 0 • E o - : `y •V „ • C W • L.- - 0 0 O 0 Q N T project no. '360112 date revisions N I sheet title r SCHEDULES sheet 4.0 — COPY CENTER (2l 3 ^- 4- 350MCM 00 2'h "- 3- 3mEYIQ - I UPS ", ¢mA -3P 6004 - - KITCHEN (22 3 "- 3- 300NCM KEY II 25KVA I D - <LL WARE SE. PANEL DESIGNATIONS OFFICE BUILDING NCRIAL MECHANICAL TING DISTRIBUTION NORTH, NORMAL ICEPTlG! ES 1 MISCELLANEOUS NORMAL KITCHEN EMERGENCY MECHANICAL DISTRIBUTION EMERGENCY L IC+I4 EMERGENCY RECEPTRT ACLES EMEIg ENCY COMPTER RECEPTA'LES UP9 PANEL <CfFICE 0111LDINGI COMPUTER CENTER CFP"x COMPUTER POWER PANEL CDP"x" COMPUTER DISTRIBUTION PANEL HCC MOTOR CONTROL CENTER POWER PANEL HECN N PANEL DDP," 1 CAL WAREHOUSE, E AST HEZZANINE-1 W E /VV\ Sod L Uw J 3�� "- 4- SmmMCM 19G1 ' R ISEg.. " 4W30 -4W 2 "- 39/00 2' 3 25ONCH 2h h —"E" . ROOM 8230 5 •4/0 iD WAREHOUSE HEATER :2 01 -aw FEI p— I'ry "-4.1 —a ELEC RM FI21 aw R32 -2 1= I = I 5KVA LH IN HlOY 30 4W R1510 0 -4 NEw NORMAL r SERVICE SWBD SECTION 3- RBI UAW T 11 150KVA NE. 6 OR ER BLW 5.4/0 I.4 CND. 50 OTC M 19 GND 0 -2�/• 3 •4/0 2MB SCtT.19ECT.2SECf.3 30- 41 303m3v4 4.40330-4111134.4030-, -4W 16004 BUS ImmCSA flmlHl ELEC R'I 8116 WAREHOUSE, fPHAR'IAGY2 NIU. CORDER PJ ELECT. ROOI P201 (22 2"-43/0 I 3" -L DP3 3 wer maemr -4LL r �}, 30 -422 0- 3k "- 4 -50001 � 112�ryKVA 3"-3-35¢1'1 19/0 N Dm 5MOMQ1, INVOGJ ELEGIRI 4LL ,-4- 5001'1 [ I.2G 2 Pt P1 C200M1 OFF NE. CORRIDORS i s-2" -39/0 o-- IVi " -39 IB GND ; ‘ , 4 3 4.40 GND NE. GORIER OF BLDG COI4iR4CT3 FII3 YM HEAT PL TI 2500A BUS SECTION 9 CORRIDOR NIU.. CORRID012 �Ia " -49 2 "- 49/0- -0 NEW T -35 15KVA -30 450: 20HYR2mv FK 2 -V1" 5 -4/0 I -•45 RMC41 L AB/LWCH zK " -a•a /m 196G PC PA SECT E N -2 30 -4LL -4.4/0 62 0012 ME'H R1. 2MA (223 "- 3- 350HCM I15" -39/0 2�h "-4.4/0 K I•SG RJ FF FE 30RC SECLISECT.2 0 -4W 2M�V40 T= 7 1 30- 4W30 -4W I = D136 D124 LAB LAB 4 KVA 7—(22 -2" -49/01 1.20 111h 0(2) 2 "- 4- 250MCM 2, "- 4.4/0 1.4 GED. 0/x4 vlUmRmOV - 411 -4W 25004 BUS SECTION •2 NORMAL MAIN 9ERVIGF &LITCNBOARD 015D159 2Tl /48mV -30 -4W MAIN ELECTRICAL ROOM (22 2,4 400.VP 400 V -39/0 r I = 1 4 "- 4- 3501'1 - (2 2 3" W/< -400 MCM AL 2/0 GND 5000A WS DUCT GARAGE GARAGE 2Q I " - 4.5 BQ3 MAIN ELEC R1 2," 49/ A "4 5m5MGM o ily " -49 LA T 30x4/ 30 -au MA -200,1 SOUTHMST CORRIDOR CT. I SECT, 0 -4 W 4104 SECURITY OFFICE (22 3 1/2 "- 4- 5001'1. 1.20. TO MAIN SWBD BRK 52 -1 IN CONFUTER CENTER REFER TO D. E -95 y TO MAIN SWBD BRK 52 -2 IN COMPUTER CENTER REFER TO DUO E -95 COLLECTOR.. - 15mmKYA > � - 15m0KVA Q.4TKV:4B0YRlT� I> -III 12.41KV:400Y/IIIV ROOF SECOND FLOOR FIRST FLOOR UNDEFGROUND QATKV PRIMARY � � TO UTILitt POWER POLE 10k-- RECEIVED CRY OF TUKN /ILA DEC 11 2001 PERMIT CENTER O 0 N ICC V Q MEM Group Health a , Cooperative of Puget Sound Project %: C9T5538 ` , 5 t.7 IL:3 • E m a cc U • : o W C a) w o • E o L. < U S_ � m project no. 360112 date revisions sheet title NORMAL POWER DIST'N. SYSTEM ONE .LI,NE DIAGR, sheet 5 "- E- 6466MCM PER POLE REFER TO DWG E -92 FOR RE'✓ISIONS THIS AREA - T -8 200A -313 200AF J uu (2) 3"-4- 500MCM PER POLE o o, 6, o (2) 4"- 6- 500MCM PER POLE r — — I � I'r2 " -37 17 eI•EG L FNL PNL PNL CPP CPP GPP 1 2 2A 2 , 3.40 1./0 / a 170 T -1 T -1 T -2 /vV j ! / vV\ NJ L�NJ 37 L PNL T -3 T -12 T -11 (2) 3 3- 602'10 1.4 /0G (8) 3- 500MCM I- 250MCM 170 0 L ,^N 0.■ T - I6 MCC r- Ilrq"-37 4 T -5 T -19 - 11272 ". -I r 1T -11 3.4/0 — i i 4^-644(m. — I , 4 / 0 — �/�/�/ 1 2'4/6 J 1.2G ' L_ _J L 9' I LvwJ 24 4/0 150A- - 1 /m_, PNL CPP (2) 2 z " -3 4/0 1.4/0 a I•2G 2 "- 33/0 2" -33/0 ' 4 0N \- 3- 250M•' _ A "- 23 I6G W 0 O ME CHILLER CHILLER fl 7 " PVL HG CPP A 2'12 " -34/0 1.4 /0N FNL DPI N_ ROCCPCI0004 PNL CPP 14 FNL CPP 20 L_ 2 : "-3.4/0 I "4/0N FNL PP4 • 'WW. 100A -3P CB T -19 'IT -I FNL CD-4 FNL DP2 FNL PPI MG SURD 0_ FNL LP] PNL ELN x-MG BYPASS " 3.4/0 4/0 < 170 PNL CDP -5 PNL GDP -3 BATTERY ROOM 2'12" -3.4/0 1•4/0 4 MG SECOND FLOOR OFFICE FIRST FLOOR OFFICE _LNE. ELEC . ROOM 2" -3 a 17G r 4/0 . i 3 1.4/0 t 170 AL f 1 1 I L — J C (2)2" -3.4/0 1 11/0N 2) 2, " 3.4/0 ' •4/0 .2G 2 TEL. CL. 4 -120 7 FNL CDP -2 1'q -34.2 2 ' ' -3 /\ 1.4/0 a 0 � _J (21 2' - "4/0 1 1 170 FNL GDP -I PNL CPP 2"-3.3/0 0 PNL CR. T -6 42 "_302 17 eI"6G (2) 3 "- 3- 350MCM 141 /0a MG MDF ROOM A - 119 (2) 2"-3 T UPS SERViGE SWITCHBOARD UPS ROOM 500A -3P-\ 4" -6.4/0 2.4/0 t 1,G 2'r "-3.4/0 1•4/0e17G n/ T -13 L �NJ FNL CPR, TOLD PP31 T -33 FNL PP2 T -32 0_ 1.6 32 18 AAA [VW] 6 2.4/0 < 1.20 2 -33/0 PRINT ROOM A -115 __ COMPUTER AREA A -113 M A -3' GB 1'ra 11/2"-3,--0 NU). ELECT. ROOM m o (3) 3"-3- 350MCM IN /0 a 170 (4) 3' 3- 350MCM 1.410 t 1,G-� J- 1 _L P L GDP 2A o- I'q " -37 21 3.4/0 1.4/0 170 (6) 3 3- 500MCM 1- 250MCM 170 2'12 1.4/0 GEN •4 GEN 3 GEN 7 GEN N 1000. 1020KW 1000KW 1000. PNL CPP 9 2'y 3.4/0 2'ri" -3.4/0 1 I7 /0G � I7G FNL PNL CPP CPP IB 19 SEE DRAWING 45.0 FOR RECONNECTIONS OF THIS ECUIPMENT TO NORMAL POWER 150KVA 450:450v -3o 60HZ -- -MG CONTROLS (4) 3'12'- 3- 5001 1- 250MCM N MAIN SERVICE SWITCHBOARD MSBD3 SWITGHGEAR ROOM (2) 3"-3 -350 1CM (37 3"-3- 350MCM 0 -2'12" -3.4/0 I "4/0 t 170 F 1T -31 i'r4 " -3.4 I.4 l 14.80 -37 COMPUTER AREA A -116 32 4/0 ECT I' -3.6 1.6 11.80 (2) 3"-3- 350MCM l MG FNL UO T -UO r / — L/J !4/ 3'12 "- 3- 350MGM 1.4/0 a 170 (21 3'12 "- 3- 500MCM 1350MCM l I "4/00 J !87 3 z "- 3- 150MCM 1- 150MGM N S.G.L. TRANSFORMER VAULT SEE DRAWING E5.0 FOR RECONNECTION OF THIS EQUIPMENT TO NORMAL POWER 1�p� -384 COLLECTOR BUS KEY EQUIPMENT CONNECTED TO NORMAL UTILITY SER EQUIPMENT CONNECTED TO EMERGENCY SERVIC EQUIPMENT CONNECTED TO UPS SERVICE, EQUIPMENT CONNECTED TO DC BATTERY SERVIC EQUIPMENT CONNECTED TO MG THAT 15 SERVED PANEL DESIGNATIONS OFFICE BUILDING P "x" NORMAL MECHANICAL DISTRIBUTION L"X" NORMAL LIGHTING R "x" NORMAL RECEPTACLES a MISCELLANEOUS K "X" NORMAL KITCHEN EP "X" EMERGENCY MECHANICAL e DISTRIBUTION EL "x" EMERGENCY LIGHTING ER "X" EMERGENCY RECEPTACLES EC "X" EMERGENCY COMPUTER RECEPTACLES UPS"X" UPS PANEL (OFFICE BUILDING) CPP "X" COMPUTER POWER PANEL CDR, COMPUTER DISTRIBUTION PANEL MCC MOTOR CONTROL CENTER PP "X" POWER PANEL LP "X" LIGHTING PANEL DP "X" MECHANICAL (2) 3 500MCM a 17/0 CND. TO SWITCHBOARD NO. I SECTION NO. I. REFER TO ONE LINE DIAGRAM S TO SWITCHBOARD NO. I SECTION NO. 2. REFER TO ONE LINE DIAGRAM p S NEW MAIN DISTRIBUTION EMERGENCY SERVICE SWITCHBOARD NO. 2 IN TO ADJACENT OFFICE BUILDING. REFER TO ONE LINE DIAGRAM DW!z E- !2) 3 "- 4- 500MCM a IN /0 CND. COMPUTER CENTER 1500KVA - -_, L 12.41KV:480Y/211v I 12.41KV:480Y/211V I I L CRY N DEC 1 1 2001 PERMIT CENTER 0 0 N N, vJ '~ 5 UNDER jT0 UTIL *Group Health Cooperative of Puget Sound Project %: C9T5538 > 'c -8 5:1): N tTJ 32 0 c 0 i . 0 al E 0 0 M 0 . c -.-, > al ` ) L o Uo 0 Q N I— _ . ' ,2e/ 03 project no. '360112 date revisions sheet 5.1 ELEC fd"I AI60 ELF 201208v 30 -4W 130 200A -3P 200,- I'4" -417 — b 1 " -3Z� 9/0 V V 1 30 lSKVA ELECTRICAL ROOM F201 EC RM F123 2'S - 4- 25OMCIM, IZG 2' y "- 4.4/0 I°IG 1 1004 -3P UPEC 1004E — ' L � O Li a Jri T WHSE 417 ELD 21,480v 30 -4W ERG 120208v 30 -4W T -29 TSKVA TO PANEL CPP -1 REFER TO DWG. E -9.5 LAB ERD 3T-t1 30 -t1 2" -49/0, 1°63 v6G . 0 ELB 30 4W ELEC RM Ci41 1 T -8 112'i C203 HI MU CORRIDOR ELC 211145N 30 -4W ECD 20/208v 30 -4W l2) -2" -49 t IZG I " -4 °8 /9i a Q /q E ° OO L8001 BUS ROOM .04 EPH 480v 303W UPEB 1201208V 30 -4W o--2 "_3 IZG 10 I ' I ELEC RI F110 NEW MAIN DISTRIBUTION EMERGENCY SWITCHBOARD Z 21,450v -30 - 4W ELBI I20n2Bv 30 -4W J❑ e I � a . 2"49/0 1" -47, I °_6G I6 ECO2 2onme 30 -4W SECOND FLOOR VW 30KVA 1 ,1 1 " -4Z ECG 0012081 30-4W s" -390 4 "- 3'10 - 0 ELEC RM 5116 100CSA I „_ 408 EL maw 30 -4W !v\/1/ T -12 9KVA 11, 3"-3-300MCM CLEC RM FI21 -•—G 57 ER3 480V 3P -3W 1004 -3P 004F II y 19/0 TO T -18 - EXISTING 30KVA NORMAL SERVICE MAIN SWITCHBOARD GROUND BAR -3 1 " -3 EPG EFF 480V 480v 30 -3W 30 3W T 1'vq” -317-0 MAIN ELECTRICAL ROOM BI23 1 200A -3P ERA 200, 1201208V T -II 30KVA T -6 150KV (2) 2"-4 °3/0, IZG 2 " -4 0 3/0 6 IZG U 1201208v EGA ECA1 SECT.2 SECT. I DIM v 30 -4W 30 -4W Ir T-5 150KVA X1 -317 (2: 2" -39/0 0 ,-4004 -3 200AF (2, 21 EPA 480V 30 -3W 4 2) Sly "C, 4- 500MCM I TO 52 -6 500A -3P BREAKER 1706 IN COMPUTER CENTER SWITCHBOARD. REFER TO DUGS E -9.5 KEY EQUIPMENT CONNECTED TO NORMAL UTILITY SERVICE. EQUIPMENT CONNECTED TO EMERGENCY SERVICE. EQUIPMENT CONNECTED TO UPS SERVICE. EQUIPMENT CONNECTED TO DC BATTERY SERVICE. EQUIPMENT CONNECTED TO MG THAT IS SERVED BY UPS. PANEL DESIGNATIONS OFFICE BUILDING P "X" NORMAL MECHANICAL DISTRIBUTION NORMAL LIGHTING R "X" NORMAL RECEPTACLES 4 MISCELLANEOUS K "X" NORMAL KITCHEN EP," EMERGENCY MECHANICAL 4 DISTRIBUTION EL "X" EMERGENCY LIGHTING ER," EMERGENCY RECEPTACLES EC," EMERGENCY COMPUTER RECEPTACLES UPS," UPS PANEL (OFFICE BUILDING) COMPUTER CENTER CPP," COMPUTER POWER PANEL CDT COMPUTER DISTRIBUTION PANEL MCC MOTOR CONTROL CENTER PP, POWER PANEL LP," LIGHTING PANEL DP ", MECHANICAL PUMP PUMP S -II 6 -10 PUMP CONT 2)0\- FIRST FLOOR TO UPS DIST. PNL GDP REFER TO ONE LINE DIAGRAM, D. E -95 CITY OF LP DEC 11 20¢ PERMITCENT9R FIRST FLOOR 0 N T CV L 0 !E %PIKES 11. revisions Group i� Cooperative of Puget Sound Project %: C9T5538 L t+ ? _CD D cnn . E > C) Q c o ° as E o 0 00.5 c 5 "Eli co Q Cd Q il 07 1 project no. 360112 d ate sheet title EMERGENCY DIST'N SYSTEM O NE L.NE- DIAGR, sheet 5.2