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Home My WebLink AboutPermit D12-316 - TAHOMA CLINIC - TENANT IMPROVEMENTTAHOMA CLINIC 6835 FORT DENT WY D12 -316 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.Tukwila WA.gov Parcel No.: 2954900445 Address: 6835 FORT DENT WY TUKW Suite No: Project Name: TAHOMA CLINIC DEVELOPMENT PERMIT Permit Number: D12-316 Issue Date: 12/28/2012 Permit Expires On: 06/26/2013 Owner: Name: FORT DENT WAY LLC Address: 801 SW 16TH ST #121 , RENTON WA 98057 Contact Person: Name: PAUL J NIXON Address: 1150 RAMOND AV SW , RENTON WA 98057 Phone: 425 251 -8483 Contractor: Name: ADVANCED TECHNOLOGY CONSTRUCTION CORPORATION Phone: 425 - 251 -8483 Address: 1150 RAYMOND AV SW , RENTON WA 98057 Contractor License No: ADVANTC990BZ Expiration Date: 10/14/2013 Lender: Name: OWNER Address: , DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT TO HOUSE THE TAHOMA CLINIC, DISPENSARY, MERIDIAN VALLEY LAB, AND MME PROGRAMS. SCOPE INCLUDES REDISTRIBUTION OF EXISTING DEMOUNTABLE PARTITIONS, CONSTRUCTION ON NEW DEFINING WALLS, AND CHANGES TO FINISHES. WORK DOES NOT INCLUDE MODIFICATION TO ROOF, EXTERIOR BUILDING SHELL, OR SITE BEYOND THAT SPECIFICALLY REQUIRED AS PART OF THE INTERIOR TENANT IMPROVEMENT. PUBLIC WORKS ACTIVITIES INCLUDE: DOMESTIC BACKFLOW (RPPA) WITHIN HOT BOX, STORZ ADAPTER ON FDC, AND SENSUS BRAND 1.5 -INCH DEDUCT METER. NO TRAFFIC CONCURRENCY FEE & NO TRANSP. IMPACT FEE. Value of Construction: 1,495,000.00 Fees Collected: $17,810.86 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -316 Printed: 12 -28 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: //� 1,^„ Print Name: (Pi'V 1 �• 0t) Date: 12- Z 8 -II— This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. doc: IBC -7/10 D12 -316 Printed: 12 -28 -2012 8: The special inspection of bolts to be insti in concrete prior to and during placement ilkncrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: Masonry construction shall be special inspected. 16: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 22: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: Manufacturers installation instructions shall be available on the job site at the time of inspection. 24: ** *FIRE DEPARTMENT CONDITIONS * ** 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 27: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 28: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or doc: IBC -7/10 D12-316 Printed: 12 -28 -2012 brackets shall be securely anchored to the ting surface in accordance with the manufac er's installation instructions. Portable fire extinguishers ha gross weight not exceeding 40 pounds (18 shall be installed so that its top is not more than 5 feet (1524 min) ove the floor. Hand -held portable fire extin ers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 29: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 30: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IF'C 906.5) 31: 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. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 32: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 33: 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. (IFC Chapter 10) 34: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have Letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 38: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 39: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 40: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 41: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 42: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 43: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer doc: IBC -7/10 D12 -316 Printed: 12 -28 -2012 licensed by the State of Washington and ap ed by the Fire Marshal prior to submittal to jTukwila Fire Prevention Bureau. No sprinkler work shall commence out approved drawings. (City Ordinance N 7). 44: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 45: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 46: 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 #2328) (IFC 104.2) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 48: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 49: The use and storage of hazardous chemicals shall comply with International Fire Code Chapter 27. 50: The use and storage of compressed gas and medical gas shall comply with International Fire Code Chapter 30. 51: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 52: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 53: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2327) 54: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 55: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 56: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 57: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 58: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 59: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 60: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 61: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 62: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 63: Any material spilled onto any street shall be cleaned up immediately. 64: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 65: The deduct meter shall read flow quantities in 100's of cubic fee and shall have a TRPL register that is compatible with the Sensus automatic reading system. doc: IBC -7/10 D12 -316 Printed: 12 -28 -2012 66: The exempt meter work shall include a SyYe Department of Health approved double che valve assembly. doc: IBC -7/10 D12 -316 Printed: 12 -28 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 295490 -0445 Site Address: 6835 Fort Dent Way, Tukwila WA 98188 Suite Number: Floor: Tenant Name: Tahoma Clinic PROPERTY OWNER . Name: Paul J. Nixon (Advanced Tech. Const.) Name: Fort Dent LLC City: Renton State: WA Zip: 98057 Address: 801 SW 16th Street, Suite 121 Email: paul @atcbuilder.com City: Renton State: WA Zip: 98057 CONTACT PERSON — person receiving all project communication Name: Paul J. Nixon (Advanced Tech. Const.) Address: 1150 Ramond Ave. S.W. City: Renton State: WA Zip: 98057 Phone: (425) 251 -8483 Fax: (425) 251 -9781 Email: paul @atcbuilder.com GENERAL CONTRACTOR INFORMATION Company Name: Advanced Technology Construction Address: 1150 Raymond Ave SW City: Renton State: WA Zip: 98057 Phone: (425) 251 -8483 Fax: (425) 251 -9781 Contr Reg No.: ADVANTC990BZ Exp Date: 10/14/2014 Tukwila Business License No.: H: \Applications \Foma - Applications On Line \2011 Applications\Pemut Application Revised - 8 -9 -I I.docx Revised: August 2011 bh New Tenant: ® Yes ❑..No ARCHITECT OF RECORD . Company Name: Integrus Architecture Architect Name: Larry Hurlbert Address: 117 South Main Street, Suite 100 City: Seattle State: WA Zip: 98104 Phone: (206) 628 -3137 Fax: (206) 628 -3138 Email: lhurlbert@integrusarch.com ENGINEER OF RECORD Company Name: Integrus Architecture Engineer Name: Thomas Corcoran Address: 117 South Main Street, Suite 100 City: Seattle State: WA Zip: 98104 Phone: (206) 628 -3137 Fax: (206) 628 -3138 Email: tcorcoran@integrusarch.com LENDERBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: By owner Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 1,495,000 Existing Building Valuation: $ 4,000,000 Describe the scope of work (please provide detailed information): Interior tenant improvement to house the Tahoma Clinic, Dispensary, Meridian Valley Lab, and MME programs. Scope includes the redistribution of existing demountable partitions, construction of new defining walls, finishes, and related mechanical, plumbing, and electrical modifications. Work does not include modification to roof, exterior building shell, or site beyond that specifically required as part of the interior improvements. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below • .. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lat Floor ' 11,265 11,265 III -B B 2 "4Floor 12,325 12,325 III -B B 3rd Floor Floors thru Basement ° Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 65 Compact: Handicap: 3 Will there be a change in use? ❑ Yes ® No If "yes ", explain: Office to Medical Clinic FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers VI Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 2 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line\2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila ® ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided ❑ .. Highline ❑ .. Renton El.. Renton El.. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours VI ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities El.. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ...Backflow Prevention - Fire Protection 4 " Irrigation 2 " Domestic Water 2 " ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El.. Utility Undergrounding ❑ ...Permanent Water Meter Size... 2 " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line 8 Number of Public Fire Hydrant(s) 2 m ...Water m ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Fort Dent LLC (Tahoma Clinic) Day Telephone: (425) 264 -0059 Mailing Address: 801 SW 16th, Suite 121 Tukwila WA 98057 City State Zip Water Meter Refund/Billing: Name: Fort Dent LLC (Tahoma Clinic) Day Telephone: (425) 264 -0059 Mailing Address: 801 SW 16th, Suite 121 Tukwila WA 98057 City State Zip H:\Applications\Forms- Applications On Line\2011 Applications \ Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Na D AGENT: Paul J. Nixon (Advanced Technology Construction; Mailing Address: 1150 Raymond Ave SW H:WpplicationsWornrs- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -11. docx Revised: August 2011 bh Date: /a dZ Day Telephone: (425) 251 -8483 Renton WA 98057 City State Zip Page 4 of 4 r BULLETIN A2 1 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Tahoma Clinic PERMIT # D12 -316 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization N/A Erosion prevention N/A Water /Sewer /Surface Water Road /Parking/Access N/A A. Total Improvements 41.,(.90 0 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 1) x , RPPA & hot bo replace san se wer deduct meter (AMR) 5. Enter total excavation volume N/A cubic yards Enter total fill volume N/A cubic yards Use the following table to estimate the grading plan review and permit fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) $ N/A (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CORRECTION LT R# Approved 09.25.02 Last Revised 01.01.11 RECtlwtu CITY OF TUKINsi .A DEC ,042012 PERMIT CENTER 1711-31� Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov 2954900445 6839 FORT DENT WY TUKW TAHOMA CLINIC RECEIPT • Permit Number: Status: Applied Date: Issue Date: D12 -316 ISSUED 10/02/2012 12/28/2012 Receipt No.: R13 -02235 Initials: User ID: WER 1655 Payment Amount: $292.50 Payment Date: 07/29/2013 03:20 PM Balance: $0.00 Payee: DENNIS FARROW (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 006094 ACCOUNT ITEM LIST: Description 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $292.50 292.50 doc: Receiot -06 Printed: 07 -29 -2013 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov 2954900445 6839 FORT DENT WY TUKW TAHOMA CLINIC RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -316 ISSUED 10/02/2012 12/28/2012 Receipt No.: R13 -02218 Initials: User ID: Payee: WER 1655 Payment Amount: $292.50 Payment Date: 07/25/2013 01:16 PM Balance: $0.00 DENNIS FARROW (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 006444 ACCOUNT ITEM LIST: Description 292.50 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $292.50 292.50 doc: Receiot -06 Printed: 07 -25 -2013 • J��ll_A wq City of Tukwila of 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2954900445 Address: 6835 FORT DENT WY TUKW Suite No: Applicant: TAHOMA CLINIC RECEIPT Permit Number: D12-316 Status: APPROVED Applied Date: 10/02/2012 Issue Date: Receipt No.: R12 -03394 Initials: WER User ID: 1655 Payment Amount: $10,994.65 Payment Date: 12/28/2012 11:04 AM Balance: $0.00 Payee: ADVANCEED TECHNOLOGY CONSTRUCTION CORPORATION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 32910 10,994.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER TEMPORARY METER 000.322.100 000.322.100 000.342.400 000.345.830 640.237.114 401.245.100 10,465.15 250.00 125.00 125.00 4.50 25.00 Total: $10,994.65 rinrr Raraint -f1R Printpri• 17 -2R -21119 Cif of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http : //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R12 -02744 Initials: JEM Payment Date: 10/02/2012 User ID: 1165 Total Payment: 8,492.16 Payee: ADVANCED TECHNOLOGY CONSTRUCTION CORPORATION SET ID: S000001801 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D12 -316 EL12 -0921 M12 -150 PG12 -179 TOTAL: 6,816.21 777.00 729.11 169.84 6,816.21 TRANSACTION LIST: Type Method Description Amount Payment Check 32336 8,492.16 TOTAL: 8,492.16 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 8.40 777.00 7,706.76 8,492.16 INSPECTION RECORD Retain a dopy with permit INSPEC N NO. i2- 1C-, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 l.: (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 .. Project: air r) W)111 4 QL)of10 Type of Inspection: FJlVAL- Address: (9939 r+laA ► b6N1 r Dili, Date Called: Special Instructions: . Date Wanted: le „r t -- i C......11. p.m. Requester: 67AR4 } i Phone No: '. 3-325-16qt- as 14Approved per applicable codes. Corrections required prior to approval. Z COMMENTS: ,�- 'T / 6/6_, 7% s - >/# b ,0 E REINSPECTION FEE R UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pro to 0 A ej ‘n l 1 C Type 4 n pees j .� \ � ?� Lv1 Tt t.. v • Aki �,� I Date Called: Address- i.,&31 -1vr('9 Special Instrucfions: Date Wanted: a.m. `�-3( -1.3 Requester: Phone No: 3 i(0 ......in / 3 2,0 is� _ (Q ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: �n 2 Hoo✓Z ©n ( '/ (' a I "----3tCS4.) 'el a eie (..-76----Al- ,0 1 ilv.n --P C---D r- o c J i *4 G -- ' I, C. H) s iCry 6-01/:*O r r —. 1, insp tor: Date 3 ( / 3 r n REINSPECTION FEE REQU RED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Su to 100. Call to schedule reinspection. _, _ _ g -- r..1....tdVa ,e,eaukot k- INSPECTION NO. INSPECTION RECORD Retain a copy with permit $.-12. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project' AA CI j ' C Type o . Inspection: t Address: Date Called: Special Instructions: l A . A 11 Date Wanted: --7 3 ( /3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec Date 31 1,3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1Di2 -3t� Project: (AO M G 1, , , c. Type of Inspection: 1 .... -,, E,-t.e Co, L. Cot. c . 4 Address- ... CO �3 5 f .Dery Date Called: _______ Special Instructions: eei �'M, Date Wanted: 1 r 7_1 _ 13 -a-m. p.m. Requester: Ph ne•141, M s. (0 _ If? ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ! c 13otkstoi[� A-S �. A `iiiro vik J (Yt—d In ector: Date 7...._ I tQ 13 n REINSPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 10.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj ct: ��t` -I- /A c. t , A . Addr (083 60ir D Special Instructions: Type of Inspection: SJ5jie Date Called: r 1, Date Wanted: �.� — /3 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: I ei . t3 REINSPECTION FEE REQUIRED. P 'or to next inspection, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project Type of Inspection: 1 Add(ressia a> i l t u rt 6_Date Called: Special Instructions: Date Wanted: — H e 13 p.m. Requester: i Phone No: .— S r40 — 2 '7 6_3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e 4A fir' re 3pr: 4( (J' &et- OA i • - 'C A-1-56 e 5 u ' e Orr) -FJ, Al Al in c_- c_ CIL:A l:, u to mop, tour. . —Y`: 1 _- _ _ t Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: I AMA (1, ^<< Type nspection:• vk 4A .cA /S Address: . (0K1)j f -d0i'( iey" Date Called: --. Special Instructions: Date Wanted ^ 14 L p.m. Requester: Ph2 A (e -Sta.- 2n (03 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: f ■ V-- r(Ocar d rv4 '-1rAG A-711-AD 4J ce Inspec Date: _/3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vt' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projest l : a 1 - )4 A C(: A : c Type of „lion: , /1 6 Addre(..0 lc 3 -v r Tr Date Called: 1—o ,P (—Jr' c...- ` !.J kt( -0 uif Special Instructions: Date Wanted: j a.m. Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /4/4.. '7 3 ()Y Z3 (-) 1- -- �30v— 230 1 . -2.1' (44 A l 41 0 3- OK 6,o vU - -SiLl'ec 1—o ,P (—Jr' c...- ` !.J kt( -0 uif ---_ z Ins ector: A-d REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be . • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule. reinspection. Date- • • N. ECTION RECORD Retain a copy with permit D J Z'- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 11,:tcloinot ahtfo c Type f ion: pec -Address: Date Called: (34 3 Special Instructi . ns: . .2 n , w� I► . 4. Da Wante 1 I �1� Si et /� Ik r d. P.m. s Q►;e :lb. _ -� CAM PhoneNo�: �' p L 17" ]/ ❑•Approved per applicable codes. Corrections required prior to approval. COMMENTS: - V- f f $) 1,i.5'1c• (`1 P u% , p r r C; + 1 Si et /� Ik r d. 64 c f -t (4W 4 eST d fe for i s f. C c t he d. t Inspector: VS Date: 3(113 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CCI INSPECTION RECORD Retain a copy with permit b1 '°'3 f INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ect: e .. , 6( Orifi cA i, c Type of Inspection: T3 F''.', A.. Date Calle Le Speciao trLLI 1st roSS712k4. Date Want • 1 i3 1 p: Requ ter. Linn() ir- P one No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -01- boc, :II (Inspector: Date: b 1 I ct f (3. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P. • r INSPECTION NO; INSPECTION RECORD Retain a copy with permit ICI -3, c' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: . A. 116 A GlidsrL Type of Inspe dor� : �ca rera1 Address: 6f3? • for4- De TO- Date Called: l 0/ to fi 3 Special Instructions: • Date Wanted:. // (7 ( //� l C� '. P.m. Requester: Phone No Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ci d e. Inspector: : f„s Date: Ia %o (13 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D17 -3/6 13 -S -17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project;'___ 6 home' C(iyt 1 C, Type of Inspection: F. ;re.-- (Tf oat I Address: / 2, Suite #: b O -5-I �t l- .114- 10(4, Contact Person: Special Instructions: ! Phone No.: Approved per applicable codes. COMMENTS: • Corrections required prior to approval. Fite_ Float I 2rwJ ffr C oH-, leled G K dog 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C� £ Fg7 Date: g/A97/3 Hrs.: i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER - - ._ .. :. . °,if_ .;,.' ...z rV -:. INSPECTION RECORD Retain a copy with permit O r2 -- 3/ —- r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: -1,-;,1),-,,00, C lir? / G A/QrYY, /�' o K - A - Type of Inspe 'on: .q rA fsecd,61 F /ter F;r7e7.I Addrss: Suite #: 6 irs,47 6,1/ . L (iii, Contact Person: : Special Instructions: / Phone No.: ' 0, 0 5rApproved per applicable codes. Corrections required prior to approval. COMMENTS: ' A/QrYY, /�' o K - A - -it)e f it, reiesJ PIT T .7 1 j _ g „h d 1(Ii (2.4‘. - O k 'e O,' G t..,Q Gv, /c't37 SPeO,7%ltd /6 i/d 4iFmei/c, iooc, . / Monitor: •'”' II $j5 iab e 7L %t) r /' c fire. I L /•/, 6,91er cry i!) - sis', 4 op-7 Weei -c ,',7 A- el; o r !Y /' d- e/Pe �l i o"ao r' Occupancy Type: •:( • ;E Needs Shift Inspection: Sprinklers: Hrs.: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: x Permits: Occupancy Type: Inspector( f o 75 if Date: 7/343 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit n Iz -�ib /3 -f n INSPECTION NUMBER PERMIT NUMBERS t. CITY OF TLJKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Prc je : p C, Cfth r Type /oj Inspection: l�/T Add1Dnlot ress: Suite .,#: 5T d"cc7 a, 1- Contact Person: Special Instructions: f-' f. Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS Sprinklers: Fire Alarm: Hood & Duct: eleunl i i "C7L-Wor g/a 1....e. * 5/ f-' f. 1.--ec/41 pc/I-15 , I r P. ) fia c n01 6Li r r� . h (�� , � -eto pe (l 0 /pa 5 (� � e � ,/CPo/ rFol• �� l� ir) r,,c., � do Needs Shift Inspection: • Sprinklers: Fire Alarm: Hood & Duct: %.Monitor: , Pre -Fire: Permits: Occupancy Type: Inspect /677K-71 Date: ,jw, - Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: • Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0/3.-31 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: I ci 4o# C. ii in 1C_ - Sprinklers: Type of Inspection: . E°4 Address: Suite #: 467,Y- c ,,,` ear/ (mac Monitor: Contact Person: Special Instructions: Occupancy Type: 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ,Firs Alarm: Hood & Duct: Monitor: 1� filet Smak� e� -��tv i g'Q-+ 1- w Occupancy Type: Pr-V I ni ..1-7 p Pr A�. P z r far of 5 tip l . ha -P %A Pr;S -le f' Y lei ,e) ef"S Pier s u4 f ir;. ,, b . .Ple ec // /1v 71; r' c-�� 71n h Q P 1- i- c--- c rsi� / / Cs- 7 --- Ass. C/' / &1 e / ` G Alecdf 1 ri pot r 5 rrii,r z7.4- hi o r f D A t /of 1--;.4 GY / p Needs Shift Inspection : Sprinklers: ,Firs Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-' Fm-( Date: 7/2,L ll Hrs.: 3. n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1311:3% ‘O /3-- S- 23z. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project L L,nv, OM C Type of Inspection: Cove.- Address: Suite #: ‘ $3 g ff. 4,,,4- W Contact Person: Special Instructions: / Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: K e- u-e r (4- 2.14 elf -Plea e. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: kL F Date: 7ifn itS Hrs.: , S'"'^ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • J INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1012-3/4 -s 460 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: 17; c__ Type of Inspection: I---A, r 04/c, • Cenie-0/- 144,4 cynot C/i Address: Suite #: 6 4330, F4- 136,14- AA./ Contact Person: Special Instructions: / Phone No.: .._. )(I Approved per applicable codes. • Corrections required prior to approval. • .7. • - ; • COMMENTS: Date: 7/16/1S Sprinklers: Fire Alarm: Hood & Duct: Monitor7 ; Pre-Fire: Permits: Occupancy Type: i — At. 1--- o/ Saipper 1- a 411 a 0 (Ts 0 0,..e. r• 1 2_1' 2. poi „.„/ 4,,E /,',., e 5 iiivor 72 /V ekfcif 4:9 /In e3 ,., h. , e ' ---- , • , 1".- • Needs Shift Inspection: Date: 7/16/1S Sprinklers: Fire Alarm: Hood & Duct: Monitor7 ; Pre-Fire: Permits: Occupancy Type: Inspector: (2-'5' Fill 3.--r/ Date: 7/16/1S Hrs.: LC) 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 7N: I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: -4 0m t N G ; Type Inspection: S Cover Hood & Duct: Address: ‘3 j- Suite #: '''''' biavf ut,.‘j Contact Person: Special Instructions: , kt.41 Phone No.: _ rJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 0 k -t-6, Cov_.e , kt.41 / 1-e)5 (6 /\4h P 90 w45 mo p ins fa,,-,/ S % \ 0 , rye , Silzeli ' d t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector: j/( c-!d-' Date: S-A)6//3 ` Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an :invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: Word /Inspection Record Form.Doc 1 Zip. ' T.F.D. Form F.P. 113 TAHOMA CLINIC TUKWILA, WA PART 1 GENERAL 1.1 SUMMARY A. This section includes the following: 1. Door hardware for swinging doors. B. Related Sections: 1. Section 081000 Hollow Metal Doors and Frames 2. Section 082000 Wood Doors 3. Section 083000 Aluminum Doors and Frames 1.2 QUALITY ASSURANCE Finish Hardware — 08 71 00 Page 1 of 10 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION A. Product Qualification: 1. To assure a uniform high quality of materials for the project, it is intended that only specified items be furnished. Comparable products may be accepted upon prior approval of architect. 2. Hardware to be new, free of defects, blemishes and excessive play. Obtain each kind of hardware (Mechanical latch and locksets, exit devices, hinges and closers) from one manufacturer except where specified. B. Supplier Qualifications 1. Hardware supplier will be a direct factory contract supplier who employs a certified architectural hardware consultant (AHC) available at all reasonable times during the course of the work for project hardware consultation to owner, architect and contractor. 2. Supplier will be responsible for detailing, scheduling and ordering of finish hardware. 3. Conduct pre - installation conference at jobsite. Initiate and conduct with supplier, installer and related trades. Coordinate materials and techniques and sequence complex hardware items and systems installation. 4. Key Conference shall be initiated and conducted with owner to determine system, keyway(s) and structure. C. Installer Qualifications: 1. Installer to have not less than 3 years experience specializing in installation of work in this section. Company must maintain qualified personnel trained and experienced in installing hardware. 1.3 REFERENCES RECEIV p A. IBC - 2003 CITY OF TUmmlA B. NFPA80 — Fire Doors and Windows DEC . 0 w 2012 C. NFPA 101 — Life Safety Code D. NFPA105 — Smoke and Draft Control Door Assemblies PERMIT CENTER E. ANSI A117.1 Specifications for making Buildings usable by physically handicapped people. Print dato R E C T PO LT R# Finish Hardware — 08 71 00 TAHOMA CLINIC Page 2 of 10 TUKWILA, WA 14" " "` —SUBMITTALS 33v1AIJ MOA 9:3CHaraware schedule: Submit 6 copies of schedule. Organize vertically formatted G VOSWclSA schedule into Hardware Sets with index of doors and headings, indication complete designations of every item required for each door or opening. Include EjOs ,1 the following: 1. Type, style, function, size, quantity and finish of hardware items. 2. ` Name, part number and manufacture of each item. 3. i Fastenings and other pertinent information. 14O2i \JRf.3 Okflf Jll ii Explanation of abbreviations, symbols and codes contained in schedule. 5. Door and frame sizes, materials and degrees of swing. B. Product Data: Submit 4 copies for each product indicated. C. Templates: Obtain and distribute templates for doors, frames, and other works specified to be prepared for installing door hardware. D. Wiring/Riser diagrams: as required for electric hardware indicated. E. Maintenance Data: For each type of door hardware to include in maintenance manuals specified in Division 1. F. Keying Schedule: Prepared by or under the supervision of supplier, after receipt of the approved finish hardware schedule, detailing Owner's final keying instructions for locks. G. Samples: Upon request submit material samples. 1.5 DELIVERY, STORAGE AND HANDLING A. Deliver, store, handle and protect products to project site under provisions of Division 1 and as specified herein B. Tag each item or package separately, with identification related to the final Door Hardware Schedule, and include basic installation instructions with each item or package. C. Deliver keys to Owner by registered mail. u , v lij1J61 WARRANTY A1rr1JAltr 3r1'rTr:.; A. The finish hardware shall have a limited warranty against defects in workmanship and operation for a period of one year from date of substantial completions and the following items are as shown: 1. Closers Ten year's mechanical (07 Print date: 11/26/12 k 1 Finish Hardware — 08 71 00 TAHOMA CLINIC Page 3 of 10 TUKWILA, WA PART 2 2. Exit Devices: 3. Locksets PRODUCTS 2.1 MATERIAL AND FABRICATION Three year's mechanical Seven year's A. Provide all door hardware for complete work, in accordance with the drawings and as specified herein. B. Provide items and quantities not specifically mentioned to ensure a proper and complete operational installation. 2.2 MANUFACTURERS: A. Any item shown in the hardware schedule, but not listed below shall be supplied as shown unless otherwise approved by the Architect. ITEM: MANUFACTURER: ACCEPTABLE SUB: Hinges Locks Exit Devices Closers Silencers Push & Pull Plates Kickplates Stops & Holders Overhead Stops Thresholds Seals & Bottoms 2.3 HANGING (IVES) Ives (SCH) Schlage (VON) Von Duprin (LCN) LCN (IVE) Ives (IVE) Ives (IVE) Ives (IVE) Ives (GLY) Glynn- Johnson (NGP) National Guard (NGP) National Guard Bommer, Hager None None None Hager, Trimco Hager, Hager, '~ Hager, T Rixon Pemko Pemko gi EVIEWED FOR E COMPLIANCE APPROVED DEC 2 7 2012 City Of Tukwila A. Conventional Hinges: Hinge open width minimum, but of sufficisn 111411ANG DIVISION permit maximum door swing. Steel or stainless steel pins. 1. Three hinges per leaf to 7 feet, 6 -inch height. Add one for each additional 30 inches in height or any fraction thereof. 2. Provide Standard Weight 4 '/z x 4 '/2 for 1 3/4" thick doors up to 36 ". Provide Heavy Weight 5 x 4'/z on doors over 36 ". 3. All exterior outswing doors to have non removable (NRP) pins. 4. Pin tips, flat button, finish to match leaves 2.4 LOCKSETS, LATCHSETS, DEADBOLTS A. Extra Heavy Duty Cylindrical Locks and Latches: as scheduled. Print date: 11/26/12 I Finish Hardware — 08 71 00 TAHOMA CLINIC Page 4 of 10 TUKWILA, WA 1. ANSI A156.2 Series 4000, Grade 1 Strength and Operational requirements. a. UL listed for A label and lesser class single doors up to 4ft x 8ft. 2. Meets A117.1 Accessibility Codes. 3. Latch bolts shall be steel with minimum l/2" throw, deadlocking on keyed and exterior functions. 3/4" throw anti- friction latch bolt on pairs of fire doors. 4. Lock case steel. 5. Lock shall incorporate one piece spring cage and spindle. 6. Locksets to be tested to exceed 3,000,000 cycles. 7. Strikes: 16 gage curved steel, bronze or brass with 1" deep box construction, lips of sufficient length to clear trim and protect clothing. 8. Provide seven year warranty. 9. Lock Series and Design: Schlage ND series, "Rhodes" design. 2.5 EXIT DEVICES/PANIC HARDWARE A. General features: 1. Independent lab - tested 1,000,000 cycles. 2. Push - through touch pad design. No exposed touch bar fasteners, no exposed cavities when operated. Return stroke fluid dampeners and rubber bottoming dampeners, plus anti -rattle devices. 3. 3/4" throw deadlocking latchbolts. 4. No exposed screws to show through glass doors. 5. Non - handed basic device design with center case interchangeable with all functions, no extra parts required to effect change of function. 6. Releasable with 32 lb. maximum pressure under 250 lb. load to the door. 2�6 CLOSERS A. Surface Closers: [4010/4111] X1!1 ;! 1. Full rack - and - pinion type cylinder with removable non - ferrous cover and cast iron body. Double heat - treated pinion shaft, single piece forged piston, chrome - silicon steel spring. ! I i. J ,2. ISO 2000 certified. Units stamped with date -of- manufacture code. Independent lab - tested 10,000,000 cycles. 4. Thru -bolts and wood doors unless doors are provided with closer blocking. Non -sized and adjustable. Place closers inside building, stairs and rooms. 5. Plates, brackets and special templating when needed for interface with particular header, door and wall conditions and neighboring hardware. 6. Opening pressure: Exterior doors 8.5 lb., interior doors 5 lb., labeled fire doors 15 lb. 7. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for delayed action where scheduled. 8. Extra -duty arms (EDA) at exterior doors scheduled with parallel arm units. 9. Exterior door closers: tested to 100 hours of ASTM B117 salt spray test, furnish data on request. Print date: 11/26/12 Finish Hardware — 08 71 00 TAHOMA CLINIC Page 5 of 10 TUKWILA, WA 10. Exterior doors do not require seasonal adjustments in temperatures from 120 degrees F to —30 degrees F, furnish data on request. 11. Non - flaming fluid will not fuel door or floor covering fires. 2.7 OTHER HARDWARE A. Door stops: 1. Provide stops to protect walls, casework or other hardware. except as otherwise indicated, provide stops (wall, floor or overhead) at each leaf of every swinging door leaf. 2. Where wall or floor stops are not appropriate, provide overhead holders. B. Gaskets and Sweeps 1. Provide continuous weather -strip gasketing on exterior doors and provide smoke, light, or sound gasketing on interior doors where indicated or scheduled. 2. Provide non - corrosive fasteners as recommended by the manufacturer for application indicated. C. Thresholds 1. Except as otherwise indicated, provide standard metal threshold unit of type, size and profile as detailed or scheduled. D. Silencers 1. Interior hollow metal frames, 3 for single doors, 2 for pairs of doors E. Kick Plates: 1. Provide Stainless Steel 2. Height and width as scheduled. Sheet -metal screws of bronze or stainless steel to match other hardware. 2.8 HARDWARE FINISH A. Provide the following finishes unless noted differently in hardwaa 1. Hinges 2. Locksets 3. Exit Devices 4. Closers 5. Kickplates 6. Other hardware 7. Thresholds 8. Weatherstrip /sweeps 2.9 KEYING REQUIREMENTS 626 Dull Chrome 626 Dull Chrome 626 Dull Chrome Alum 689 Clear Plastic 626 Dull Chrome ALUMINUM ALUMINUM e gVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION A. Provide allowance for rekeying existing cores on site and alternate to supply new cores for existing locks. B. Cylinders to be keyed to a New Schlage Masterkey System. Print date: 11/26/12 Finish Hardware — 08 71 00 TAHOMA CLINIC Page 6 of 10 TUKWILA, WA C. Furnish cylinders with construction cores. Following construction supply permanent keyed cores. D. Cylinders to be furnished with visual key control with key code. Stamped on the face of the keys and marked on the back or side of the cylinders. E. Key Quantities 6 each MKs 1 each Control Keys 2 each Construction Control Keys 10 ea Construction keys 3 each Change keys per keyed alike group PART 3 EXECUTIONS 3.1 ACCEPTABLE INSTALLERS: A. Factory trained, certified, and carries a factory- issued card certifying that person as a "Certified Installer ". Alternative: can demonstrate suitably equivalent competence and experience. 3.2 PREPARATION: A. Ensure that walls and frames are square and plumb before hardware installation. B. Locate hardware per SDI -100 and applicable building, fire, life- safety, accessibility, and security codes. Notify Architect of any code conflicts before ordering materials. 3.3 INSTALLATION iji+Al 1: i s A. << .Install hardware per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. B. Locate floor stops not more than 4 inches from the wall. 'C. " Drill pilot holes for fasteners in wood doors and /or frames. 3.4 ADJUSTING A. Adjust and check for proper operation and function. Replace units, which cannot be adjusted to operate freely and smoothly. Print date: 11/26/12 Finish Hardware — 08 71 00 TAHOMA CLINIC Page 7 of 10 TUKWILA, WA B. Hardware damaged by improper installation or adjustment methods to be repaired or replaced to Owner's satisfaction. 3.5 FOLLOW UP INSPECTION A. Installer to provide letter of agreement to Owner that approximately 6 months after substantial completion, installer will visit project with representative of the manufacturers of the locking devices and door closers to accomplish the following: 1. Re- adjust locks and closers 2. Evaluate maintenance procedures and recommend changes or additions, and instruct Owner's personnel. 3. Identify items that have deteriorated or failed. 4. Submit written report identifying problems and likely future problems. 3.6 DEMONSTRATION A. Demonstrate electrical, electronic and pneumatic hardware systems, including adjustment and maintenance procedures 3.7 PROTECTION /CLEANING A. Cover installed hardware, protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion. B. Clean adjacent wall, frame and door surfaces soiled from installation/reinstallation process. 3.8 DOOR HARDWARE GROUPS HW 1 1 EA RIM CYLINDER HW 2 20 -057 BALANCE OF HARDWARE BY DOO' SUPPLIER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIMON 3 EA HINGE 5BB1 4.5 X 4.5 1 EA OFFICE /ENTRANCE ND53PD RHO LOCK 652 IVE 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 12" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS401CCV 626 IVE 3 EA SILENCER SR64 -1 GRY IVE Print date: 11/26/12 73 2 EA AIAS2 ; ' EtIti: 2' EA TAHOMA CLINIC TUKWILA, WA HW 3 1 EA HW 4 3 EA 1 EA 1 EA 3 EA HW 5 CLASSROOM LOCK HINGE OFFICE /ENTRANCE LOCK OH STOP & HOLDER SILENCER - HIN,GE PUSH PLATE PULL PLATE SURFACE CLOSER KICK PLATE WALL STOP SILENCER 3 EA 1 EA 1 EA 1 EA 1 EA 3 EA HW 7 HINGE STOREROOM LOCK OH STOP CLOSER KICK PLATE SILENCER ND7OPD RHO BALANCE OF HARDWARE EXISTING 5BB1 4.5 X 4.5 ND53PD RHO 100F SR64 -1 5BB1 4.5 X 4.5 8200 4 "X16" 8302 8" 4 "X16" STD 4111 EDA 8400 10" X 1" LDW B4E WS401 CCV SR64 -1 5BB1 4.5 X 4.5 ND8OPD RHO 100S 4011 X ST1544 X 4020 -18 8400 12" X 2" LDW B4E SR64 -1 Finish Hardware — 08 71 00 Page 8 of 10 626 SCH 652 IVE 626 SCH 630 GLY GRY IVE 652 IVE 630 IVE 630 IVE 689 LCN 630 IVE 626 IVE GRY IVE 652 IVE 626 SCH 630 GLY 689 LCN 630 IVE GRY IVE Print date: 11/26/12 TAHOMA CLINIC TUKWILA, WA 3 EA 1 EA 1 EA 1 EA 1 EA 1 SET HINGE PRIVACY LOCK SURFACE CLOSER KICK PLATE WALL STOP SEALS HW 8 1 EA PRIVACY LOCK HW 9 3 EA 1 EA 1 EA 3 EA HW 10 3 EA 1 EA 1 EA 1 EA EA 1 EA 1 SET 1 EA 1 EA HW 11 HINGE OFFICE /ENTRANCE LOCK WALL STOP SILENCER HINGE PANIC HARDWARE RIM CYLINDER OH STOP SURFACE CLOSER KICK PLATE SEALS DOOR SWEEP THRESHOLD 1 EA TRACK 1 EA PULL 5BB1 4.5 X 4.5 ND4OS RHO 4011 8400 12" X 2" LDW B4E WS401 CCV 5050B ND4OS RHO BALANCE OF HARDWARE EXISTING 5BB1 4.5 X 4.5 ND53PD RHO WS401 CCV SR64 -1 5BB1 4.5 X 4.5 NRP 98 -N L -990 20 -057 100S 4111 EDA 8400 12" X 2" LDW B4E 5050B C627A 425E MS /LA 100FD 562-4 Finish Hardware — 08 71 00 Page 9 of 10 REVIEWED FOR CODE PPROVED cE DEC 2 7 2012 City of Tukwila BUILDING DIVISION 652 IVE 626 SCH 689 LCN 630 IVE 626 IVE BRN NGP 626 SCH 652 IVE 626 SCH 626 IVE GRY IVE 630 IVE 626 VON 626 SCH 630 GLY 689 LCN 630 IVE BRN NGP CL NGP AL NGP 630 Print date: 11/26/12 JOH TAHOMA CLINIC TUKWILA, WA HW 12 3 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA HW 13 HINGE STOREROOM LOCK OH STOP SURFACE CLOSER KICK PLATE SEALS DOOR SWEEP THRESHOLD HW 14 40 EA KEY CHARGES HW 15 1 EA WRAP PLATE 1 EA CLASSROOM LOCK • tl,_4 ti ss. 5BB1 4.5 X 4.5 NRP ND80PD RHO 100S 4111 EDA 8400 12" X 2" LDW B4E 5050B C627A 425E MS /LA EXISTING DOOR, FRAME AND HARDWARE ALLOWANCE FOR EXISTING CORES 4 -CW ND70PD RHO BALANCE OF HARDWARE EXISTING 'Pi.... ,`, ':..END OF SECTION 08710 Finish Hardware— 08 71 00 Page 10 of 10 630 IVE 626 SCH 630 GLY 689 LCN 630 IVE BRN NGP CL NGP AL NGP SCH 630 DON 626 SCH Print date: 11/26/12 2 UP TO FCC DR WRIGHT ,1276 4" FLOOR CLEANOUT DR OFFICE DR OFFICE 1 1275 • 1214 3"UP 2"V UP 2" UP DR OFFICE • 1213 0R OFFCE f 1212 DR OFFICE ''i DR OFFICE ri—ztil 7210' BACK WAITING DR OFFICE time' STAIRS 0107 'i�•74' DR OFFICE 1114 MODALR Y 1207 ; •VID CONSULT 129.1- CONSULT CONSULT ] OUP 1203 3 UP._ • ODAUTY FLOOR 0LTP ELECTRIC 2 "UP cio6' OOELS\5.0* PLUU91,1G \E:NGIREEFING \P2.00 NC \ \V -P501 \JOSS \hE"ruANSON PRtiJECS \I I- I2- 008E0-- 1AHOMA CJti!C \Jd F 2- 1 /2 "CW CONN. TO WATER METER. VERIFY EXACT LOCATION. • �D) YARD CLEANOUT FLOW CONTROL VALVE OIL INTERCEPTOR CONNECT 31W UP TO EXISTING AREA DRAIN RECORDS 1111 j v 'l CAP GIP I I as G 2Y 113 PIPE AS WASTE. SHIPPINO1BACKSTOCK 1702_: WORCSTATI ONS1SHIPPOOG 73011 CAP ALL WASTE PIPE AND 41( UP VENT PIPE CONCEALED. `1• -121 U ABANDON IN PLACE y UT (G) NEW RPBP IN HOT BOX (FEBCO 860 OR EQUAL) 2 -1/2" UP 0 FC0 —1/2" STAIRS C103 2- 1 /2"CW ENTRY • 1530 : N 1104 2 -1/2 CW --- e --•- -- �'_ -' - - - - -- 6 "SD STUB —OUT 5 -0" FROM WALli REPLACE EXISTING WATER METER W/ NEW ARM COMPATABLE SENSIK OMNI —R2 METER. 7) 6 TO EXISTING IRRIGATION SYSTEM EXISTING REDUCED PRESSURE VALVE & NEW DOUBLE CHECK VALVE ASSEMBLY (FEBCO 850 OR EQUAL) STUB OUT 5' -0" FROM WALL 3� FOUNDATION PLAN - PLUMBING SCALE: 1/3" _ ,• -0• REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION DES G LAODYeb 1. SAW CUT AS REQUIRED TO INSTALL NEW UNDERFLOOR WASTE & VENT PIPE. APPROVED DEC 212012 +;ity of Tukwila PUBLIC Works RECEtvEU CITY OF TUKWILA DEC.O4 2012 PERMIT CENTER PERMIT SET Hermanson Hennanson Cam UP 1221 2nd Avenue NNth Kell. Washington 98032 Tat (206) 575 -9700 Fax (208) 575 -9800 www.hemwuon.00m Contractor Reg j: RFRMACL00561 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY IUKWILA, WA 98168 196 ee,• ,11iefYr Revisions ll III /30/12 Mq REVISION 9/28/12 MG PERMIT SET 9 14 12 COORDINATION SET _ No. Dote By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C— 360-00860 Project Number I I —12 -00860 Issue Dote 07/18/2012 FOUNDATION PLAN - PLUMBING P2a00 SAVE: Endmy, November 30, 2012 294:32 P22 (E)1 -1/211 1 N (E)2"G 2 10 (E)HB.4- 1 /2'CW U (E)21Y (E)2 "FD DR OFFICE 1.-4181 DR OFFICE 127] DR OFFICE 1.1212] RACK WARING �12D9' DR OFFICE 11114 Ae AI ••—i RECORDS Kith, (E)3/4" (E)1. STAT1ONSISHIPPID 1 1301 1 (E)6 "FC0 JANITOR [Dial (03/4 (E)21Y UP E)3/4' (E)2" (E)1-172r. 4 "SS UP (E)2" / - (E)2. (E)2'W UP KALE: 1/9• w REVIEWED FOR ODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION PLUMBING DESIGN NOTES; 0 1 /21.1W, 1 /2CW & 2V DN. 0 1/2i1N, 1 /2CW & 2.18 UP. ® 1 /21H511 & 1 /2•CW DN. ® 1 -1/4' CW TO ESH -1 & 2' W UP. 0 1 -1/4' GAS UP TO MAU -1 ON ROOF. RECE)vE+7 CITY OF TUKWIL A DECO a 2012 PERMIT CENTER PERMIT SET 4 Hermanson Nemimvon Company LIP 1221 2nd MoKe North Kent, Washington 98032 Tet (205) 575 -9700 For (206) 575 -9800 wwwhcm nson.mm Contraser Reg f F00 0f2➢050J TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 S• o IN tir b1 0.? NAL Revisions A 11/20/12 I0 REVL90N 9/28/12 MG PERMIT SET 9 a 12 COORDINATION SET _ No. Date By Description Design Team Design MC Drawn BB Checked DN Scale AS NOTED Drawing Number 0- 360 -00860 Project Number 11 -12 -00860 Issue Date 07/19/2012 1ST FLOOR PLAN - PLUMBING P2.01 1- 1 /2 "CW DROP 1"HW DROP IMMMI 1 - - 1 -1/2" 1 -1/4" -1---- L-2 (0 - 3/4" .. 1" -/ (E) 0 WC- (E) 6 "SD UP&DN 2 -1/2'V UP 6 "OD UP &DN -1/2" 2 -1/2 1- 1 /2 "DN ©(E) L_2 (E) o (E)6 "FD ©(E) (-1.72)(E) 1 -1/2" 4"FCO CLINIC \O8 WORKING MODELS \8.04 PLUM9INC \ENCINEE \ \V— FS01 \JODS\NERMAIISON PROJECTS \11 — SAVE: Friday. Nornmber JO. 1" RV STATION 1 -1/4" 6"FD DN 2 -1/2" CW DN C WH)(E) CL -2)(E) 0 1 /2 "CW DROP, STOP VA C 0 3' -6" MT j ENLARGED 1ST FLOOR TOILET RM DEMO SCALE 1/4' = 1' -0" 1-1/2-CW DROP' 1"HW DROP • 1/2"1W DN TO (TMV -1) ASSE 1070 3/4" 176. L 3pg Olt I 1" 6 "OD UP&DN -1/2" 1" PRV STATION 1 -1/4" 6"FD DN JANITOR 2 -1/2" CW DN-- , CWH)(E) 1 0104.: 2-1-1W DN TO M0/) ASST 1070 _ 1 /2 "CW DROP, STOP VA 0 3' -6" AFT 0 LIDO -I (01 /2 "CW DV RELOCATE `' { - AND uMBING NG 51' y�',l4 z` (1)1/2" (E)1 /2 "CW D4 DESIGN NOTE; 1. RE -HANG EXISTING FIXTURES TO MATCH NEW CONFIGURATION. REVISE PLUMBING SERVICES ACCORDINGLY. ENLARGED 1ST FLOOR TOILET RM SCALE 1/4" = (E)1"HW DN -� (1-3) (E)2 -1/2" I j 1 (E)4"W 2-CW DN CL -3) L 3 l (E)3/4" f ` (E)6 ®= 4"FCO L -3 EN'S 2006 (E)6 "FD nosy) C-1 ENLARGED 2ND FLOOR TOILET RM SCALE: 1/4' = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION RECEivr=i) CITY OF TUKOALA DEC.0 4 2012 PERMIT CENTER PERMIT SET U Hermanson Hemianson Company UP 1221 2nd Avenue North Kent, Washington 98032 Tet (206) 575 -9700 Fes: (206) 575 -9800 www.hermansancom Contractor Reg j: H016ACL00581 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWM, WA 98168 ,DOlt ri VI P� " �* A OVAL 0G Revisions 6, 11/30/12 MG REVISION 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET _ No. Date By Description Design Team Design MG Drown BB Checked DN Scab AS NOTED Drawing Number C- 360 -00860 Project Number 11-12-00860 Issue Dote 07/18/2012 1ST & 2ND FLOOR ENLARGED TOILET RM'S & DEMO - PLUMBING P3.01 1' A B C 1 D ; • 16-pe ALIGN Wi MULLIONS ," ••--- VERIFY IN • FIELD TYP • 'A3.02A. MOIST EC UST J .-• • A 01-712 0 L-12 8- IO L-1 2 ••t-:2-049 01,-1 8 ta2.0 11 11,•■ L-1 6 • L-1 6 • 8 0 .. 51 1,--- r -T., -0FFKE , -- -7 PC-1 _PC-17 •:• .' - L-7 - L-7 - CM -M .?, -_1. • L._. ----••• •••• - G .-- • OPIC 1 1G2 121322 r SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WM4 OWNER PRIOR TO ROUGH-IN. FLAG NOTES: PROVIDE FOUR CIRCUIT INTERMATIC BRAND ASTRONOMIC TIME CLOCK INSTALLED ADJACENT TO EXISTING PANEL "PA." INTERCEPT COSTING HOMERUNS FOR EXTERIOR LIGHTING CIRCUITS PA-8 AND PA-25. ROUTE COSTING CIRCUITS THROUGH NEW TWECLOCK. [..›.• INSTALL SALVAGED LIGHT FIXTURE SEE SHEET E201 D FOR ADDMONAL INFORMATION. PROVIDE NEW EMERGENCY DOWN UGHT IN PLACE OF i 1 DEMOUSHED FIXTURE PROVIDE UNSWITCHED HOT CONDUCTOR TO EACH FIXTURE •, 1,1 L-16 - .,4NLGZeOLG i LG LG _L• XI sum Pow -yr I 2 _ . - IL ...,..p.. k-F.J;Lta 1 1 1 C0991009 _--1 • ,,,,;,) ' LG2/ 1,,,a Aitg2 ss - — -- 1-910 r+- — A iEm al PC-15 W2X, 4 4 L-7 .• L-7 STAIRS LG2 ST( CONNECTION RE FIRE PROTECTION ORWG5 . ' .2- r'IT" 8 - •••' L-2' ' 1- t-11f1- E ; -- -- -■- - bt9--- L ' --- 11)RIZE 4-1st,. , 8,Evr F1. 1-' --!' -70 ' -- ■cn- 14-3 4 G : il• j ' 11Ii r.:3...1.• _ '8 •• • , 7:•L -1 1 4-2 1 0 , -I-1- • ' -,11 ' . , _1 1:434, l',91-. , 1 ; 1 ,KI. 5.41c—ib 00E—iplil„ ! ; ! i : 1 ' 1 . 1,1-2' ■ LliE%o_ 111-.4g514.44ME,-.1'- Hm; -1, • (i 8 / 1 X :1 il LT1 INSTALL TRACK FOR SHOWER CUFCTAIN 01-12 r"- 0—r- 8 8 , 7 : 6 ' 4 36-7 Aka& FIRST FLOOR LIGHTING PLAN IIZMF SCALE: 1/8 = 5,0* :31 i 2 1 [2> PROVIDE NEW EMERGENCY DOWNUGHT CONNECTED TO COSTING CIRCUIT. PROVIDE UNSWITCHED CONDUCTOR TO FIXTURE. r>. ALL FIXTURES WITHIN MME AREAS TO BE 120V. FIXTURES WITHIN TREATMENT ROOMS SHALL BE COMPATIBLE WITH "LUTRON" BRAND DIMMING MODULES. PROVIDE LOW-VOLTAGE DIMMING SWITCH FOR CONTROL OF FIXTURES IN THIS ROOM. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION RECti V Lt.) CITY OF TUKWILA DEC 0 4 2012 PERMIT CENTER TAHOMA MEDICAL BUILDING to /1/1-z- < 00 0`; Z W < 0 LO CO CD I— REV. RELEASE DATE PERMIT SET 2012/10/01 PERMIT SET 2012/11/29 PROJECT NO. 12127 HARGIS PROJECT NO, 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE FIRST FLOOR LIGHTING PLAN SHEET NUMBER E2.0 1 i5 PB-3 1 11 :1 I fl whei Fix1Y • L 1 ies L 71 1 I P PB -S 1 L-1 ry -. fLT21 i� 2 1: 1 L�t 1 I��L o"i o PB -'1 I 0 %aP1 LLUL 71 7 I -�L-- t- 1 -�,Lt1 PB -1 1 ` 9- PB*-1 -7' I i 1 7 ■ G2 • 1 LAY; a Bp PB - O I P2 6I ZIP 1 u __ii Pte: _ - PB- ,' 7 E.- 7� W I YG I7 � PC/1) 3 � 1 Lr?TJ ®1 i� Lv goal I'i I 1 Ir- YEEEP11O4� 3AN}TE 7' =.51Ifp'31L -5r- L yr., 152.1= ;� i 7L7'rl� 7 -17 ROOF 1 :_r• 1 740. 1 1 , 1 7 .3.--- � � 1�� 0I R 1 r. 1S3 1 ! LG1 I 1 1 iLQ1i` 11 L 2 14 1 P -' PB- Ptj 1 8 1 8; t 6I 1 1 ,t L - 1 1 1 i L ---; 41. 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'� I I I I Lit1}11- 1 1 � -L -1 - 7�1L_ -L.7_ .:I L-19 1 _ �. 2.4 L2.4 I i _2 c Et�-� �--® �I - L-21 � L._, 1IIUUNh111N ''��11N��i�QVVQQQINNBSED I' LL- p,�, J•$ i' 1 tnEN'S' 4,'10 z.4 . I z:__l E .jj� LW2o05 . 1 JI L1 1 J BJ L -1 - L -1 ' l 1 .__�, 1 j 1 I' :� , _.;'I jK , tl. 21,4 2.4I ; 1 ]2 L -1 1 I E1L 1' L-1. 1 P8- 1 I I IPB i P8- L� 2 i 2. L-1 1 1_11 I '1 PB- P8- 51?-1 2 L , ,-, 2 -4- 1 i L-1 L -1 1 3.5 -1 1 3• LI1 - L -11 1 -r .T'115 - 3.5 j 1 1 I I 1L =1 I I I 3,5 i LT21 • _5_,h_ol_ 1 _ 11 '1 `• -1 1 1 1 1 I _ 3.51 L[13t ! 70' 2 2 A2018 Aft at, SECOND FLOOR LIGHTING PLAN AT, SCALE 1/8- = 1' -0' E202 SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH -IN. FLAG NOTES: �� REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION RECE+vtk.) CITY OF TUKWILA DEC.04 2012 PERMIT CENTER TAHOMA MEDICAL BUILDING to /% /rz- Q co 0 O • a Y co C REV. RELEASE PERMIT SET PERMIT SET PROJECT NO. HARGIS PROJECT NO. DRAWN BY CHECKED BY APPROVED BY SHEET TITLE DATE 2012/10/01 2012/11/29 12127 12127 CB MH MH SECOND FLOOR LIGHTING PLAN SHEET NUMBER E2.02 • INV AI • EO DST EO DIST ALIGN Wt �.,• 4.UUJONS VERIPYIH FIELD rm. f ? aJt UNGE _, -2D] v OFFICE R OFFICE - 1 4 ,a _ , 10 -G�i. e 1,6 43M OfFK OR DEFILE DR OFFICE Gs:J i ;zs_1 23 D- 25,27,29 T`,.'. 18 "54 ! 12 - wRr+VLT l= uLr _ i) 10 12. N(5 97 A2.Gt 0,2 PANEL 'A' PANEL 'PA','I 23 A -3,5,7 = ?- 25 19 A -21. 23,25 N DISTRIBUTION PANEL 'MOP' (N) XFMR'S "TSD• & TMME" (STACKED). N) ENCLOSED C8 •ECBMME' DISTRIBUTION BOARD DIST. BOARD (5D). 615-4" * ,rP-2 ..--•- -- - L, - - -- -- u rCLR (N) XFMRS ^ID` & •TE• STACKED °� WORKSTATIOkStS EARE,4 6 _ij SHIPPBtO -i3.j_ •PC 1STAFF PANEL •DT atO A- 18,20,22` 90 �Q 51 > 37 311 71L 1t37 . �.- 02, STORZ FDC ---• CO,OfECTION ENE PROTECTION DRYOS _(1)i 7C9 S2).3/Ad7gS4-( ®� 1 ;16 ILT a5. lIII vs. A- 9,11,1.3_,44 O'12 T3.35. - - -A-8-'8- A- 10,12.14.16 X24:26; I } I. j >L± 28 28 RECEPTION 17 (2)3/4'C0 ( 1 1 , 7 1 , ..T_._..._ L 9 A2a §: s�7 7 ). clitrIfF FIRST FLOOR POWER PLAN SCALE 1/8' = 1' -0' SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH -IN. FLAG NOTES: NEW FIRE ALARM PANEL FED FROM EXISTING CIRCUIT. E> PROVIDE NEW SWITCHBOARD IN LOCATION SHOWN. SEE SHEET E9.01 FOR MORE INFORMATION REINSTALL EXISTING TRANSFORMER. SEE SHEET E9.01 FOR MORE INFORMATION. PROVIDE NEW TRANSFORMER MOUNTED ON STRUT RACK ABOVE REINSTALLED TRANSFORMER. PROVIDE ENCLOSED CIRCUIT BREAKER INSTALLED ADJACENT TO TRANSFORMER. SEE SHEET E9.01 FOR MORE INFORMATION. E> PROVIDE CONDUIT ONLY TO MME MACHINE. EPO SWITCH. AND CONTROL ENCLOSURES. EMERGENCY POWER OFF SWITCH PROVIDED BY OWNER. CONTRACTOR SHALL PROVIDE BACK BOX AND CONDUIT ONLY. PROVIDE POWER POLE ADJACENT TO FURNITURE PROVIDE ELECTRICAL CONNECTION TO EXISTING WIRING DEVICES WITHIN FURNITURE UTILIZING EXISTING WIREWAY. EXTEND CONDUIT AND WIRE TO REMAINING CIRCUITS FROM EXISTING HOMERUN. REPLACE EXISING DUPLEX WITH NEW FOUR-PLEX CONNECTED TO EXISTING CIRCUIT. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION RECtIWEL) CITY OF TUKW LA DEC .042012 PERMIT CENTER TAHOMA MEDICAL BUILDING REV. RELEASE PERMIT SET PERMIT SET PROJECT NO. HARGIS PROJECT NO. DRAWN BY CHECKED BY APPROVED BY SHEET TITLE DATE 2012/10/01 2012/11/29 12127 12127 CB MH MH FIRST FLOOR POWER PLAN SHEET NUMBER E3.01 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non Residential .ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Tahoma Clinic 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and wall values are calculated per inputs provided in the ENV -UA form. In the electronic form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration Date 10/1/2012 Semi - Heated Path 6835 Fort Dent Way Walls - Mass 5 . 0 For Building Department Use FILE COPY p No. 0. 60 Tukwila, WA 13+7.5 Walls - Wood Framed and Other Skylights - With Curb Applicant Name: Paul Nixon Floors - Steel Joist Floors - Wood Framed and Other Applicant Address: 1150 Raymond Ave SW, Renton, WA i ermft Applicant Phone: 425 251 8483 Non -North 0. 40 North Project Description ❑ New Building ❑ Addition 0 Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group ® Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and wall values are calculated per inputs provided in the ENV -UA form. In the electronic form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 578.0 - 1478.0 X 100 = 39.1% Semi - Heated Path 0 Allowable if project meets all requirements as defined in section 1310.2. Only allowed as yes prescriptive path and must be calculated separately from other conditioned spaces. Limited to Q no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass 5 . 0 Walls - Metal Building 0. 60 Walls - Steel Framed 13+7.5 Walls - Wood Framed and Other Skylights - With Curb Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Opaque Doors - Non - Swinging Maximum F- factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration Notes: Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame Metal Frame 0.40 Entrance Door 0. 60 Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging Opaque Doors - Non - Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North 0. 40 North Skylights REVIEWED FOR CODE COMPLIANCE APPROVED f DEC 2 7 2012 City of Tukwila BUILDING DIVISION Crt4VisiA oCJ o 2 2012 PERMIT CENTER DI/ 3110 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA C'alculations Zone 1 Non- Residential ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address xahoma clinic Date 10/01/2012 Occupancy Group 0 Nonresidential 0 Multifamily residential Clear For Building Department Use Climate Zone ® Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 39.1% Max. Target: 40.0% Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: U- factors shall come from chapter 10 or calculated per 1332. See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page /plan # for each bldg. element Proposed UA U- factor x Area (A) = UA (U x A\ Target UA U- factor x Area (A) = UA (U x A) a 0 R= ID: R= ID: R= ID: 0.034 I Above Deck Insulation U -0.034 -o m R= ID: R= ID: R= ID: 0.031 1 I Metal Building U -0.031 Other R= ID: R= ID: R= ID: 0.027 Single raft, attic, other U -0.027 Opaque Walls - Above Metal Frm 1 R= 13 +7.5 ID: East Elevation A 2.01A 0.064 0.064 204 156 13.1 10.0 0.064 1 360 1 23.0 R= 13 +7.5 ID: North Elevation A 2.01A R= ID: R= ID: Steel frame /metal bldg . U -0.064 Wood /Oth R= ID: R= ID: R= ID: R= ID: 0.057 1 I Wood Frame, other U -0.057 Mass` 1 R= 5 ID: East Elevation A 2.01A R= 5 ID: North Elevation A 2.01A R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B 0.150 420 63.0 120 18.0 0.150 540 I 81.0 0.150 Mass Wall U -0.150 Below Grade Walls R= ID: R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B. Do NOT use Table 10 -1. 0.150 I I Assumed to be Mass Wall U -0.150 Opaque Doors U= ID: U= ID: U= ID: 0.60 I I All Doors U -0.60 e $ u- R= ID: R= ID: R= ID: 0.029 I I Floors U -0.029 F- factor x Perimeter = UA(U x A) F- factor x Perimeter = UA (U x A) Slab -on -grade Unheated R= ID: R= ID: R= ID: 0.540 I I Slab -On -Grade U -0.540 IHeated R= ID: R= ID: Proposed assembly F- factors can use the unheated values in I Table 10 -2 0.360 I I Heated Slab -On -Grade U -0.360 e oQati an 1 taus st d th *Zone valu f 15 rhem Tab a 0- 5bvles. Plan entered y state too ote requirements. Page 1 Subtotal UA Area 900 104 Area UA 900 104 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non- Residential ENV -UA Project Address xahoma Clinic Date 10/01/2012 900 Fenestration Area as % gross exterior wall area 39.1% Max. Target: 40.0% For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: Provide NFRC or Table 10 -6 U- factor (See Section 1312.1) for fenestration assemby (combined See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page /plan # for each bldg. element Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Fenestration Metal Frame' U= 0.38 ID: East Elevation A 2.01A U= 0.38 ID: North Elevation A2.01A U= ID: U= ID: 0.38 0.38 347 231 131.9 87.8 0.40 I 578 I 231.2 Metal Frame U -0.40 Non -Metal U= ID: U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U -0.32 Mtl entrance U= ID: U= ID: U= ID: U= ID: 0.60 Metal Entance Door U -0.60 Skylights No Curb l U= ID: U= ID: U= ID: U= ID: 0.50 , Without Curb U -0.50 IWith Curb U= ID: U= ID: U= ID: U= ID: 0.60 I Including Curb U -0.60 Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA 578 220 900 104 1478 324 Area UA 578 231 900 104 1478 335 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC Calculation Zone 1 Non - Residential ENV -SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Tahoma Clinic Date 10/01/2012 Fenestration Area as % gross exterior wall area 39.1% Prop 40% Max.Target For Building Department Use Prescriptive PF Credit O Yes 0 No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes O No Notes: To comply the Proposed total SHGC x A for all fenestration (vertical & skylights) shall not exceed Target total SHGC x A. If the north facing credit is used then the north and non -north must comply separately with skylights being included with the non -north vertical fenestration. Skylights Proposed SHGC List ID & page #, NFRC or glass only SHGC* x Area (A) = SHGC x P Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID: Criteria SHGC ID: 0.35 Criteria SHGC All 0.35 * Note: Manufacturer's SC may be used in lieu of SHGC. Totals Nonresidential compliance is based upon combined skylight and vertical Totals ID: , fenestration performance. Residential compliance is based upon skylight only. All Non -North Vertical Fenestration ++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x P Mult* SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: East Elevation A2.01A 10.43 0.63 1.00 0.43 347 149 0.45 I 347 I 156.2 ID: : Criteria Mixed North Orientation Separate All 0.40 0.45 Prescrpt P 0.45 0.50 North Total 231.0 99.3 Criteria SHGC ID: All 0.40 ID: Prescriptive PF 0.45 ID: ID: ID: ID: ID: ID: + +Note: If projection factors or north vertical glazing credit are used Totals 347.0 149.2 Totals 347.0 156.2 then vertical fenestration must be entered according to orientation. If neither are used then ventical fenestration can be entered in either section. Non -North + Note: Manufacturer's SC may be used in lieu of SHGC. Fenestration that Total 149.2 156.2 separates conoitioneo space from a non-con tone or semi- conoitioneo space shall be listed here with a proposed SHGC equal to the target value. * Note: Multipliers only apply if prescriptive PF credit not used. North Vertical Fenestration ++ Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x A Mult' SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: North Elevation A2.01A ID: ID: ID: ID: ID: , 0.43 0.63 1.00 0.43 231 99 0.45 1 231 104.0 Criteria Mixed North Orientation Separate All 0.40 0.45 Prescrpt P 0.45 0.50 North Total 231.0 99.3 231.0 104.0 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A. If north glazing credit is used then north facing vertical fenestration must comply separately from non -north vertical fenestration and skylights. Grand Total Area SHGC x A 578.0 248.5 Grand Total Area I SHGC x A 578.0 260.1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Building Permit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential ENV -CHK Revised February 2011 Project Address Tahoma Clinic 'Date 10/1/2012 The following_ is necessary to check a building permit application for compliance with the building envelope requirements in the Washington -SState Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Uncondltioned spaces identified on plans if allowed N.A. 1310.2 Semi-heated spaces Semi - heated spaces identified on plans if allowed N.A. 1310.3 Cold Storage / refrigerate All refrigerated spaces identified on plans. ENV -RFG completed. 1311 Insulation Yes 1311.1 General installation Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials A0.02 N.A. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed: Indicate face stapling of faced batts Yes 1311.3 Wall insulation Indicate R -value and framing material on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary Sht. A0.02 type N.A. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents. N.A. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official A 3.01 Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area Yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low-e coatings, gas filling A 3.01 Glazing Notes Yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations by orientation as necessary) see above 1313 Moisture control Yes 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation A0.02 N.A. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; or list exception Indicate vap. retard. with sealed seams for non -wood structure Yea 1313.3 Wall vapor retarder Indicate vapor retarder on wall section N.A. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section A0.02 N.A. 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 1314 Air leakage Yes 1314 1 Bldg envel sealing Indicate sealing, caulking, gasketing, and weatherstripping Yea 1314.2 Glazing /door sealing Specify maximum air leakage rates for fenestration and door products N.A. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N.A. 1314.4 Recessed Lighting Fixtun Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling N.A. 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors N.A. 1314.6 Continuous Air Barrier Indicate air barrier sealing on all roof, wall & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm /ft2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE Sections 1320 -1323) Yea ENV -SUM Form Completed and attached. Yes 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken A 3.01 COMPONENT PERFORMANCE (Sections 1330 -1338) Yea I IE V-SUM E Forms 'Completed and attached. If "no" Is shown for any question, provide explanation: For the glazing installaton, the new glazing is located on the first floor only. I he new window systems wi or exceed with required prescriptive values tor present systems that are currently installed. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address 6835 FORT DENT NAY Date 2012/10/01 TUKWILA, WA 98188 For Building Department Use E1.01, E2.01, Applicant Name: TAHOMA MEDICAL CLINIC Applicant Address: Applicant Phone: 12439 Project Description ❑ New Building ❑ Addition ./ Alteration ./ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive © Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Intenor Area in ft2 Allowed x Area E1.01, E2.01, HEALTH CARE CLINIC 1.00 12439 12439 E2.02 E1.01, E2.01, LABORATORIES 1.62 6124 9921 E2.02 E1.01, E2.01, OFFICES 0.91 3945 3590 E2.02 E1.01, E2.01, RETAIL 1.33 1092 1452 E2.02 51.01, E2.01, L -2 22 116 2552 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 27402 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed E1.01, E2.01, D1 3 36 108 E2.02 E1.01, E2.01, D2 36 E2.02 E1.01, E2.01, IS4 2 59 118 E2.02 E1.01, E2.01, L -1 232 59 13688 E2.02 51.01, E2.01, L -2 22 116 2552 52.02 E1.01, E2.01, L -3 5 116 580 E2.02 51.01, 52.01, L -4 5 116 580 E2.02 E1.01, E2.01, L -5 30 74 2220 E2.02 51.01, E2.01, L -7 148 E2.02 E1.01, E2.01, L -8 148 E2.02 E1.01, 52.01, L -9 10 1 7 E2.02 E1.01, E2.01, L -10 1 E2.02 E1.01, E2.01, L -11 100 E2.02 E1.01, E2.01, L -14 100 E2.02 E1.01, 52.01, L -15 2 39 78 E2.02 E1.01, E2.01, L -17 91 E2.02 E1.01, E2.01, L -18 8 74 592 E2.02 E1.01, E2.01, L -19 4 74 296 52.02 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential E1.01, E2.01, E2.02 L -20 130 E1.01, E2.01, E2.02 L -21 83 E1.01, E2.01, E2.02 LF1 1 59 59 E1.01, E2.01, E2.02 LG2 89 59 5251 E1.01, E2.01, E2.02 LG2X 12 59 708 E1.01, E2.01, E2.02 LG3 46 E1.01, E2.01, E2.02 LG3D 11 46 506 E1.01, E2.01, E2.02 LG3X 46 E1.01, E2.01, E2.02 X1 12 2 24 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 27367 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. FILE COPY SCOPE OF WORK P'r'' REPLACE EXISTING SIAMESE TYPE FIRE DEPARTMENT CONNECTION WITH BRAND NEW 5" 'STORE TYPE LOCKING CAP. NEW LOCKING CAP WILL BE KEYED TO MATCH CITY OF TUKWILA FIRE DEPARTMENT STANDARDS. APPROVED DEC 212012 City of Tukwila PUBLIC Works EXISTING F.D.0 NO SCALE EXISTING RISER ROOM AND F.D.C. AR REVIEWED FOR Copt COMPLIANCE APF!ROVED SU tra 7 2012 Oliyc ILINK 1 f Tukwila G DIVISION NEW 'STORZ' F.D.C. NO SCALE �i CORRECTION LTR# RECtivE) CITY OF TUKW!LA DEC ;0 4 2012 PERMIT CENTER 1)12-Sltp Tahoma Clinic Tenant Improvement 6835 Fort Dent Way Tukwila, WA 98188 DATE: 11/20121 DRAYdt W. I SCALE:NONE I 1 OF 1 f ti Iln 4.0181 slaws) lc o d 11 . d' :1- 1ff- -111 s Mr iota sprinkler riser elevation NO SCALE key plan NO SCALE f�l =F r. TOLCO #1000 'FAST CLAMP SWAY SWAY BRACE ATTACHMENT first floor plan - demo plan scale: 1/16' = 1".0' 111 1 0 8' 16' TOLCO #4A PPE CLAMP FOR SWAY BRACING TOLCO #828 STEEL JOISTS SWAY ATTACHMENT Fig. 25 Surge Restrainer 32' 1 48' TOLCO #980 UNIVERSAL SNIVEL SWAY BRACE ATTACHEMENT HANGER / SEISMIC DETAILS Fig. 65 Steel Reversible Type Beam Clamp with Lock Nut - vicinity map NO NO SCALE REMOVE 8RANCHUNE MD PROVIDE PLUG AT MAIN THESE LOCATORS 6 PLACES, DRY MAIN © REMOVE WET MAIN & BRANCHLINES SYM SIN GENERAL NOTES W3231 EXISTING 219' WET SUPPLY FROM BELOW CONNECT NEW 219' WET CROSSMAIN TO EXISTING 219' AT TOP OF RISER SEE RISER DETAIL THIS SHEET SPRINKLERS Flexhead�:ommerdal Ceiling Unit Taer Ce04g 1nst5Oetbn Model 62024,2036,2048,2060,2072 qq o Sim. CONSTRUCTION NU UPRIGHT SPRINKLERS REWIRED GENERAL LEGEND EARTHQUAKE FRAC= PPE HMKER MOTES TAP RIND COMM (UNES5 NOTED ) CAP PLUS ORIENT E HYOt*U1C 8Ef 49 FOOT C 811954E PPE TO BOTTOM OF OE01 CODDLE PPE ID 8011OM OF BEAN COMM PPE To BOTTOM OF J06T FAQ Q STUD FAQ OF 1W1 FOC FACE OF OOKRETE AF MOW METH ROOK (H QE1NO NEW R.G resuaN1OOPly1C 6 CUTLET 0O81RG • WILED CURET 4 TIT RTNO E/C DD TO CORM C/C CENTER ID CENTER C/E CENTER 10 END (x CA001f�CROOE 11 1NIEAD/1ROONE (ALSO 'CT') BF 1NEAD/'Ell' (ALSO T.T) 5134 N.L- 1NREAD 8m HYDRAULIC CALCUULTIONS Mt SAMBA MISR CESSINEA INS FUMMIE ®NN NS43E 0 MQ613E4 ODSPNEYDA1410J 131 U ss DT GPOWSF 223.4 GPM FLOW TEST: ISO PM STATIC ° "0 PQ9 G RIM" Fl °1'A S PERMIT CEMTE SMA M OF 1U(YM RES[YA1We FT IR CITY Of TUKWILA DEC, 042012 ' 10' -0' MAX CEILING HE1fi17 AREA OF REDUC110N FCR 1)111CK RESPONSE SPRINKLERS Q 10' C.M.: -(3 x 10) /2 + 55 • 401 AREA REDUCTION: 1500 SF - (.40 . 1500)- 900 SF MINIMUM REQUIRED LATERAL BRACE ZONE 1F INFLUENCE 11'411'.121 SF. .1S. 161' 484 / 10.50 PS 1X -6'. if -8'..1711.3 SRI .15. 191 CPS / 11.00 PS 510.1 s g Caautr '� 03.SIA1 - Lt al L-�Jm L ' )1 Lf-Q1D j 1 6 1 s La I1 TYCO TY-FRB CHROME RECESSED OR PENDENT 1/2" 155' W/ CHROME RECESSED CANOPY QTY 50 1) DESIGN PER NFPA 013- 2010 AND CITY OF TUKWILA STANDARDS AIL MATERIALS SHALL BE NEW AND ILL LISTED OR FM. APPROVED d PER CITY OF T110YOA STANDARDS 2) ALL HANGERS AND SWAY BRACING TO BE BY NEPA STANDARDS AND CITY OF TU WILA 3) SYSTEM SHALL BE INSTALLED, BRACED AND TESTED IN ACCORDANCE MOTH N.FPA 013.2010 4) ALL PAINTING OF FIRE SPRINKLER PPM OF REQ) TO BE DONE BY OTHERS. 5) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY - - SUPPORT ALL FIRE SPR800.ER PIPING LOADS. NO AUOLLWiY OEVTCES OR ATTACHMENTS SHALL BE PROVIDED BY NORTHWEST FIRE SYSTEMS PROTECTION TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPFUNIQER PIPING LOADS. 6) AREAS RESPONSIBLE TO PROVIDE DADEQUA EH AT TO MAINTAIN 40 DEG. F. WORM AT All TIMES YEAR ROUND. 04 AU. INSULATION INSTALLED TO MAINTAIN DRS TEMPERATURE (SUCH AS ATTICS, CEBJNGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PPE FACING THE HEATED INTERIOR T) FIRE ALARM SYSTEM DEVICES, INSTALLATION OR MONITORING 15 NOT INCLUCED IN 7HIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY. EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION. PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY OTHER WATER OR FIRE PROTECTION SYSTEM(S)ON SITE EXCEPT FOR WORK PERFORMED DBIECTLY BY NORTHWEST FRE SYSTEMS UNDER THE SPEC FIC SCOPE OF OF THIS CONTRACT. 9) ALL PIPING WITH WELDED OUTLETS TO BE DYNAFLOW SCH 05 WITH GROOVED FITTINGS ALL PIPING WITH THREADS TO BE DYNA - THREAD WITH CJ. SCAEWID FITTINGS 10) OFFICE TENANT SPACE DESIGNED IN ACCORDANCE WI1H THE REQUIREMENTS OF NF.PA 134012 ORDINARY HAZARD GROUP 1 CRITERIA CALCULATED .15 / 1500 SF WITH AREA REDUCTION FOR QUICK RESPONSE SPRINKLERS AND .1O camp HT MAXORRA COVERAGE PER SPRINKLER: 130 S.F. 11) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTMO AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MMNUM REQUIREMENTS OF NF.PA 252010 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS 668188D. THE FRY THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING O: THIS SYSTEM FEL D / LISTINQ N07E8 1) THREADED PPE FROM 1' THRU T SIZE TO BE OYNA,THREAD' 2) GROOVED END PPE FROM 1 -1M' THRU 2.11! TO BE OYNA -TOW 3) ALL GROOVED COVETING ARE TO BE 'RIGID' TYPE UNA. (SPORT) 4) ALL THREADED swims ARE TO BE 3000 CLASS DJ. OR 1750 LASS CAST IRON (IMPORT) 5) ALL 1' NIPPLES NOT IDENTIFIED ARE 04 LIMO. 6) ALL HANGER ROOS TO BE FIELD CUT 7) ALL PIPE LENGTHS SHOWN ARE CUT LENGTH DOAENSION3, �F SCOPE ffi 1'( SPRINKLER PIPING PLAN SCALE 1/6' • 1' -0' 11111 1 0 4' 8' i 'I 1 fl n 11 J )-1 16' 24' n DESIGN, FURNISH MATERIALS AND INSTALL NEW WET PIPE EXTENSION TO NEW TENANT SPACE PER PLAN DEMOLITION OF EXISTING PIPING AS NOTED THE REQUIREMENTS OF N.F.PA PAMPHLET 13 2010 AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPT. THE BUILDING HAS AN EXISTING 6' DI LEAD-174, WET 6 DRY RISERS. 8AC(FLOW ASSEMBLY AND FIRE DEPARTMENT CONNECTION CORRECTION LTR# NORTHWEST fief SYSTEMS 7815 South 18001 St. Kent, WA 98032 206J72.7502 • 1. 206.772J504 wwnwflresystems.c°m • UC N NORTMFS928CR DATE: 10/2012, DRAWN: G.B. I SCALE: AS NOTED I 1 OF Tahoma Clinic Tenant Improvement 6835 Fort Dent Way Tukwila, WA 98188 FILE COPY DESCRIPTION Model:The OMNI R➢'mete operation is based on advanced Floating Ball Technology (FBT) with an operating range of .75 GPM (.17m3 /hr) @ 95% min. to 150 GPM (34 m3 /hr) @ 100% +/- 1.5% registration of actual throughput.The meter is also rated for continuous flows up to 160 GPM (36 m3/hr). Conformance to Standards: The OMNI R2 meter meets and far exceeds the most recent revision of ANSI / AWWA Standard C701 class II standards and exceeds ANSI /AWWA C700 Residential Standard using Sensus Turbo technology. Each meter is performance tested to ensure compliance. All OMNI meters are NSF Approved to the latest standards. Performance:The patented measurement principles of the OMNI R2 meter assure enhanced accuracy ranges, an overall greater accuracy, and a longer service life than any other comparable class meter produced.The R2 meter has no restrictions as to sustained flow rates within its continuous operating range.The floating ball measurement technology allows for flows up to its rated maximum capacity without affecting undue wear or accuracy degradation. Construction:The R2 meter consists of two basic assemblies; the maincase and the measuring chamber. The measuring chamber assembly includes the "floating ball" impeller with a coated titanium shaft, hybrid axial bearings, integral flow straightener and an all electronic programmable register with protective bonnet.The maincase is made from industry proven Ductile Iron with an approved NSF epoxy coating. Maincase features are; easily removable measuring chamber, unique chamber seal to the maincase using a high pressure o -ring, testing port and a convenient integral strainer. OMNI Electronic Register:The R2 electronic register consist of a hermetically sealed register with an electronic pickup containing no mechanical gearing. The large character LCD displays AMR,Totalization and a ResettableTestTotalizer. OMNI register features; AMR resolution units that are fully programmable, Large, easy -to -read LCD also displays both forward and reverse flow directions and all with a 10 -year battery life guarantee. Magnetic Drive: Meter registration is achieved by utilizing a fully magnetic pickup system.This is accomplished by the magnetic actions of the embedded rotor magnets and the ultra sensitive register pickup probe.The only moving component in water is the "floating ball" impeller. Measuring Element:The revolutionary thermoplastic, hydro dynamically balanced impeller floats between the bearings.The Floating Ball Technology (FBT) allows the measuring element to operate virtually without friction or wear, thus creating the extended upper and lower flow ranges capable on only the OMNI R2 meter. AMR /AMI Mode Totalization Mode ResettableTest Mode REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION Strainer :The OMNI R2 with the "V" shaped integral strainer using a stainless steel screen along with Floating BallTechnology (FBT) create a design that gives far improved accuracy even in those once thought questionable settings. A removable strainer cover permits easy access to the screen for routine maintenance. Maintenance:The OMNI R2 meter is designed for easy maintenance. Should any maintenance be required, the measuring chamber and / or strainer cover can be removed independently. Parts and or a replacement measuring chamber may be utilized in the event repairs are needed. Replacement and Measuring Chamber Exchange are available under the Sensus MMP Program for the R2 meters and this program may also be utilized for retrofitting to competitive meters to achieve increased accuracy and extended service life. AMR /AM1 Systems: Meters and encoders are compatible with current Sensus AMR/AMI systems. Guarantee: Sensus OMNI R2 Meters are badced by "The Sensus Guarantee." Ask your Sensus representative for details or see Bulletin G -500. ECE1VED Lite U 62012 1-U0/ILA PUBLIC WORKS COPRECTlON �I crAMIA DEC 0 2012 PERMIT C J 1 Et 2 -31 (0 DS -W =OM R :01 -0611 01 -A Pressure Loss (PSI) E 1 1.5" R2 Pressure Loss Curve with Strainer 14 12 10 a e 4 20 0 .75 1.25 15 30 50 80 Rate of Flow (GPM) 100 150 Direction of Flow F - Bolt Cirde G - No. of Bolts H - Size of Bolts DIMENSIONS AND NET WEIGHTS 1.5" R` Accuracy Curve im 0iMPTI 99 e7 w:i =::::: URp_ irdinilliMill011111111.1111•11111 :G mmi:i :i 101 ElLM immu III■ ■NIRI I1IIRUI IIUIuIaaI'a■ .I UIIUIIIUIUU 111M URUU11 0.751.25 7 15 3 50 80 100 Rate of Flow (GPM) Register with AMR +• C 150 Strainer Cover Malncase Strainer Screen Meter and Normal Pipe Size Operating Range Connections A B C 0 E 1 -1/Y .75 gpm 150 gpm Flanged 13' % ON 40mm .17 m' /hr 34 m' /hr 330mm Dimensions SPECIFICATIONS F G H Net Shipping Weight Weight 7 -7/8" 15/16' 5.1/8' 2 -5/16' 200mm 24mm 130mm 59mm • SERVICE Measure of potable water. Operating temperature range of 33°F 1.56 °C) —150 °F 165.6 °C). OPERATING 100 %t1.5 % from 2 -150 GPM (.45- 34m'/hr) RANGE LOW FLOW 95% 101.5% .75 GPM (.17 m'/hr) PRESSURE 6.7 psi 4$150 GPM (0.46 bar ® 34 m'/hr) LOSS MAXIMUM OPERATING PRESSURE 200 PSI (13.8 bar) RANGE 1 -1/2" U.S. ANSI 816.1 /AWWA Class 125 CONNECTIONS REGISTER Fully electronic sealed register with programmable registration (Gal. /Cu.Ft/ Cu. Mtr. / Imp.Gal / Acre Ft) Programmable AMR/AMI reading Guaranteed 10 year battery life 4' 2 5/8" 18.81bs. 22.5 lbs. 102mm 2 16mm 8.53 kg. 10.20 kg. NSF APPROVED MATERIALS Maincase: Measuring Chamber. Rotor "floating Ball': Radial Bearings Thrust Bearings: Magnets: Strainer Screen: Strainer Cover. Test Plug: Coated Ductile Iron Thermoplastic Thermoplastic Hybrid Thermoplastic Sapphire/Ceramic Jewel Ceramic Magnet Stainless Steel Coated Ductile Iron Coated Ductile Iron Page2of2 sEnsus P.O. Box 487 1 450 North Gallatin Avenue Uniontown, PA 15401 USA T 1-800-638-3748 F: 1- 800 - 888 -2403 www.sensus.com/water h2oinfo @sensus.com AUTHORIZED SENSUS DISTRIBUTOR 4. FILE COPY ECEI ED DEC 062012 TUKWILA ES -F-850S Series 850 Double Check Valve Assemblies Size: 1/2" - 2" (15mm - 50mm) The FEBCO Series 850 Double Ched4 Valve Assemblies are designed for non - health hazard applications. End Connections - NPT ANSI /ASME B1.20.1 Pressure — Temperature Max. Working Pressure: 175psi (12.1 bar) Hydrostatic Test Press: 350psi (24.1 bar) Temperature Range: 32 °F to 140 °F (0 °C to 60 °C) Materials Valve Body: Bronze Elastomers: Silicone Springs: Stainless Steel Models Capacity kPe psi 138 20 = 103 15 69 10 0 31 5 0 0 • Wye - Strainer Approvals — Standards • ANSI /AWWA Conformance (C510 -92) • Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. s�® 1015 B64.5 Typical Installation 12" (300mm) Minimum Clearance •• •• to Fixed Structure ■ Series 8501/2" - 2" (15 -50mm) Outdoor Installation REVIEWED FOR CODE COMPLIANCE APPROVED 1 kPe psi 138 20 103 15 69 10 34 5 0 0 kPe psi 138 20 103 15 69 10 34 5 0 0 0 1 0 3 Series 850 '(15mm) 0 0 9 9 11 23 34 •/i (20mm) 12 15 16 gpm 45 57 60 Ipm 0 10 5 20 25 30 gpm 0 19 38 51 76 95 114 Ipm 1' (25mm) kPe psi 138 m 103 15 5 69 10 s 34 5 0 0 kPe psi 138 20 103 15 g 69 10 34 5 0 0 kPa p9 136 20 103 15 09 10 34 5 0 00 20 30 40 50 60 gpm 76 114 152 190 227 Ipm 1yi (32mm) 0 20 0 76 40 152 60 60 727 303 1'" (40mm) 100 120 gpm 319 454 Ipm 20 76 40 152 52 60 227 303 2" (50mm) Ira 120 gpm 379 454 Ipm 30 0 114 60 90 221 341 120 150 160 gpm 454 570 681 Ipm Job Name Job Location Engineer Approval DEC 27 2012 • City of 'I'ukMla BUILDING DIVISION Contractor Approval Contractor's P.O. No Representative RECEiV�J . Clip OFTUKWILA DEC '0.?2012 PERMIT CENTER FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. oi272,t(io L R# ECTI1�f� Series 850 / Size:'" - 2" (15mm - 50mm) Dimensions and Weights Size: 112" - 2" (15- 50mm) SIZE (ON) DIMENSIONS WEIGHT in, mm in. A mm in, B mm in, C mm in, 0 mm In, E mm lbs. kgs. )5 15 10 254 11/2 38 1Y: 38 31/2 79 1Y4 32 4.2 1,9 1/4 20 103A 273 11/2 38 11/2 38 32 79 11/4 32 4.4 2.0 1 25 121/2 318 11/2 48 155'e 41 334 86 11/2 38 6.8 3,1 11 32 151/2 403 3 76 21/2 64 41/4 108 21/4 57 15.8 7.2 114 40 1634 416 3 76 21/2 64 4'/4 108 21/4 57 16.2 7.4 2 50 17% 450 31/2 89 234 64 41/4 108 21/4 57 21.1 9.6 Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. ITEM DESCRIPTION MATERIALS 1 Body 1.2 Tailpiece 1.4 0 -Ring 2 Cover 2.2 0 -Ring 3 Seat 3.1 0 -Ring 4 Poppet 5 Seat Disc 5.1 Disc Retainer 5.2 Rnd HD Screw 6 Spring 7 Guide B Retainer Spacer 9 Ball Valve (w/tap) 9.1 Ball Valve 11 Test Cock 21 Hex HD Capscrew 60 Identification Plate 61 Drive Screw Stick Check Assembly Bronze Bronze Silicone Bronze Silicone Noryle Silicone Noryl® Silcone Noryle Stainless Steel Stainless Steel Noryle Noryta Bronze Bronze Bronze Stainless Steel Brass Stainless Steel 9001 -2000 CERTIFIED A Watts Water Technologies Company ES- F -850S 0651 USA: 4381 N. Brawley • Ste. 102 • Fresno, CA • 93722 • Tel. (559) 441 -5300 • Fax: (559) 441 -5301 • www.FEBCOonline.com Canada: 5435 North Service Rd. • Burlington, ONT. • L7L 5H7 • Tel. (905) 332 -4090 • Fax: (905) 332 -7068 • www.FEBCOonline.ca ® 2009 FEBCO WA�RNIN! You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product FAILURETO COMPLY WITH PROPER INSTALLATION AND MAINTENANCE INSTRUCTIONS COULD RESULT IN PRODUCT FAILURE WHICH CAN CAUSE PROPERTY DAMAGE, PERSONAL INJURYAND /OR DEATH. FEBCO is not responsible for damages resulting from improper installation and /or maintenance. Local building or plumbing codes may require modifications to the information provided. You are required to consult the local building and plumbing codes prior to installation. If this information is not consistent with local building or plumbing codes, the local codes should be followed. Need for Periodic Inspection /Maintenance: This product must be tested oeriodicaiy in compliance with local codes, but at least once per year or more.as service conditions varrant, Corrosive water conditions,: and/or unauthorized. 'adjustments or repair could render the product ineffective for theservice intended. Regular checking and cleaning of the product's internal components helps assure maximum life and proper product function. Installation Instructions 1. These instructions apply to models 850 (DC), 850U (DC), LF850 (DC) and LF850U (DC) sizes 'If to 7 (15 -50mm) only. The valves may be installed only in the orientation/flow direction shown. 2. The valve assembly must be installed where it is accessible for periodic testing and maintenance.The recommended clearances shown in the installation views apply to the exterior, interior and pit/vault installations.These minimums do not apply to removable protective enclosures. 3. PRIOR TO INSTALUNG THE VALVE INTO THE LINE, FLUSH THE SUPPLY LINE OF ALL FOREIGN MATERIAL. Failure to flush the supply line may cause the check valves to become fouled and require disassembly and cleaning. 4. After installation, SLOWLY fill the assembly with water and bleed air from the body using the #3 and #4 test cocks. Test the valve assembly to ensure correct operation. NOTE: All assemblies are tested at the factory for proper operation and leakage. If the valve does not pass the field test, it is most likely due to a fouled check valve. This is not covered by the factory warranty. The valve cover must be removed and Installation Instructions cont. the check seats inspected and cleaned. Any damage or improper operation caused by pipeline debris or improper installation /start-up is not included in the factory warranty. In case of a possible warranty claim, contact your local supplier or FEBCO Representative. DO NOT REMOVE THE VALVE ASSEMBLY FROM THE PIPELINE. 5. The assembly must be protected from freezing and excessive pressure increases. Pressure increases can be caused by thermal expansion or water hammer. These excessive pressure situations must be eliminated to protect the valve and system from possible damage. 6. Plastic test cock plugs and tethers are provided (loose in box). Service and Maintenance 1. Rinse all parts with water prior to re- assembly. 2. DO NOT USE PIPE DOPE, OIL, GREASE OR SOLVENT ON ANY PART UNLESS INSTRUCTED TO DO SO. 3. Do not force parts. Parts should fit together freely. Excess force may cause damage and render the assembly inoperable. 4. Carefully inspect the seals and seating surfaces for debris or damage. 5. Test the assembly after servicing to ensure proper operation. Check Valves Disassembly 1. Close inlet and outlet ball valves. Bleed residual pressure by opening #2, #3, and #4 test cocks. Allow the test cocks to remain open until the re- assembly is complete. Test cock #1 should remain closed. 2. Remove cover Botts using the appropriate size wrench. 3. Remove spacer by grasping the flanged end of the spacer and pulling straight up. 4. Remove the inlet check assembly by pulling it in the direction of flow out from the body bore until it is completely exposed then lift out of the body. 5. Remove the outlet check assembly by placing the tip of a medium size, flat nose screwdriver in the slot of the seat and prying the check assembly back until the red 0 -ring is exposed, Then using your fingers, Full it out of the body bore until it is completely exposed then lift it out of the body. Typical Installation Figure 1 12' Min (300mm) to fixed structure Horizontal Installation 850. LF850, 850U & IF850U Figure 2 Horizontal Installation (Top View) 850,1F850,850U & LF850U Figure 3 Vertical Flow Up Installation 850, 850U CALIFORNIA PROPOSITION 65 WARNING WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. (Califomia law requires this warning to be given to customers in the State of Califomia.) For more information: www.watls.eom /prop65 Limited Warranty: FEBCO (the •Company') warrants each product to be tree from detects in material and workmanship under normal usage for 8 period ofone year from the date of'orlglnal shipmcnL In the event of such detects . within the warranty period, the Company'vAll, at Qs option, replace or recondition the product without charge.. THE WARRANTY SET FORTH HEREIN IS GIVEN EXPRESSLY AND IS THE ONLY WARRANTY GIVEN BY T11E COMPANY WITH RESPECT TO THE PRODUCT. THE COMPANY MAKES NO OTHER WARRANTIES, EXPRES5.08 IMPLIED. THE COMPANY HEREBY SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT UNITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY. AND FITNESS FOR A PARTICULAR PURPOSE, The remedy described in the first paragraph 01 this warranty shall constitute :the sole arid exclusive remedy for breach of warranty. and the Company shall not be responsible tor any incidental, special or consequential damages. including without limitation, lost profits or the cost of repairing or replacing other property which is damaged if this product does not work property. other costs resulting from labor charges, delays, vandalism, negligence, fouling caused by foreign material, damage trom adverse water cOnditions,'chernital, or any other circumstances Over which the Company has no control. This warranty shall be invalidated by.any abuse, misuse. misapplication, improper installation or improper maintenance Or alteration.0! the'.producl. Some States Ho not allow limitations on howlpng an implied warranty lasts, and Come States do notaflow the exclusion or limitation of incidental or consequential damages. Therefore the above limitations may not apply to you. This. Lmlied Warranty gives you specific legal rights, erd you may have other rights that vary tram State to State. You should consult applicable stale laws to. determine your rights. SO FAR AS IS CONSISTENT WITH APPLICABLE STATE LAW, ANY IMPLIED WARRANTIES THAT MAY NOT BE DISCLAIMED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABIUTY AND FITNESS FOR A PARTICULAR PURPOSE, ARE. LIMITED IN DURATION TO ONE YEAR FROM THE DATE Of ORIGINAL SHIPMENT. M9001 -2008 A Watts Water Technologies Company c E n r i i e o USA: Tel: (559) 441 -5300 • Fax (559) 441 -5301 • www.FEBCOonline.com Canada: Tel: (905) 332 -4090 • Fax: (905) 332 -7068 • www.FEBCOonline.ca IS- F -8500C 1145 EDP# 980057 ® 2012 FEBCO IS- F -850DC Installation lnstructrons;' Instrucciones de Insiatacmn • Instructions d mstallatio Series 850 and LF850 Series 850 y LF850 Series 850 et LF850 Double Check Valve Assemblies Conjunto de valvula de retencion doble Assemblage de clapet antiretour double Size: 1/2" - 2" (15 -50mm) Tamano: 1/2 pulg. a 2 pulg. (15 mm a 50 mm) Taille : 1/2 po — 2 po (15 a 50 mm) Model 850 Modelo 850 Modele 850 fr-Ehreal ,/'r FILE COPY wr seem. IPA FtI^ SPEC1FICATIO.N 1A- ES- F-860L MasterSerie Red _ _-d Pressur e Assemblies 0" (65mm - 250mm) Th aster Series' 660 Reduced Pressure Zone Assemblies are designed for health hazard applications. End connections — Flanged ANSI B16.1 Class 125 Pressure — Temperature Max. Working Pressure: 175psi (12.1 bar) Hydrostatic Test Press: 350psi (24.1 bar) Temperature Range: 32 °F to 140°F (0°C to 60°C) Materials Main Valve Body: Ductile iron Grade 65-45-12 Coating: Fusion epoxy coated internal and external AWWA C550 Shutoff Valves: NRS and OS &Y resilient wedge gate valves AWWA C509 Trim: Bronze Elastomer Discs: EPDM Spring: Stainless steel Clamp: AWWA C606 (10' only, 250mm) Approvals — Standards • ANSI/AWWA (C5111- 21/2' -10' • Approved by the Foundation for Cross-connection Control and Hydraulic Research at the University of Southern California. - 21/2' - 8' (65 - 200mm) A c`�,sary�o o, c�Lus Approved 1013 864.4 2Yz - 8" 2W - 8° 2'k " -10" 2'/i' -8' 65 - 200mm 65 - 200mm 65 - 250mm 65 - 200mm Typical Installation Model 860 /Typical Installation ulDittitwowriliAjam • VIEWED FOR °ow COMPLIANCE APPROVED Job Name Job Location Engineer Approval 9; DEC 2 7 2012 0f TIU FEBCO product specifications i 1 wrg in re et G DIVI ION proximate and are provided for reference only. For precise mea- surements, please contact FEBC •. : • reserves t e right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. MODEL 860 REDUCED PRESSURE ASSEMBLY Capacity pd 138 m '" h9 15 69 l0 34 5 0 60 2'h.' &3'(65mm &BOmm) kh p81 136 20 9 103 15 369 10 31 5 0 301 160 1 609 to 910 4' & 6' (100mm & 150mm) 3MI 100 pm 1711 1520 Ipm 69 10 34 50 0 Boo 3010 1290 4540 r & 10' (200mm & 250mm) 1600 2000 ppm 6060 7600 em 10" 0 190 3E00 3000 1149 490 5000 ppm 15140 19091pm Contractor Approval Contractor's P.O. No Representative a4Seeatft DEC' 0 4 2012 PERMIT CENTER ECEIVED DEC U 6 201 ,tr�,iv I-.I 11 1 Ir\ LA IR1f1 /f• CORRECTION lTR #� pi } Series 860 / Materials of Construction Top View Dimensions — Weight Size: 21/2" - 10" (65 - 80mm) SIZE (0N) DIMENSIDNS WEIGHT in. mm in, A mm in. 8 mm C in. mm D in. mm E in. mm F in. mm G in. mm in, H mm NRS lbs, kgs. OS&Y lbs. kgs. 214 65 403/ 1035 251', 648 1244 321 10 254 121/2 327 10 254 41/2 114 71/2 181 219 99 223 101.2 3 80 411/2 1064 25% 651 121/2 327 10 254 13 330 10 254 41/2 114 7% 187 231 105 233 105.7 4 100 461/4 1175 28 711 14% 365 101/2 257 1514 384 101/2 257 514 140 8'14 206 317 144 334 151.5 8 150 56 1422 343/4 883 181dr 479 123/4 324 203/4 527 1114 283 61/2 165 914 251 481 218 516 234.1 8 200 65 1651 413/4 1061 231/2 570 153E 397 261/2 683 121/4 311 7 178 111/2 283 734 333 796 361,1 10 250 7254 1845 46% 1178 271/2 699 1514 397 281/4 718 1231 314 9 229 1236 314 946 429 1008 457.2 Note Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances. Note: The gap drain is not designed to catch the maximum discharge pos- sible from the relief valve. The installation of FEBCO air gap with the drain line terminating above a floor drain will handle any normal discharge or nui- sance spitting through the relief valve. However, floor drain size may need to be designed to prevent water damage caused by a catastrophic failure condition. Do not reduce the size of the drain line from the air gap fitting. REM DESCRIPTION 1 Body 11 Pipe Plug 12 Bushing (2'h' -0' Only) 2 Cover 21 0-Ring 2 2 Cap Screw 2 3 Hex Nut 3 Seat Ring 3.1 Gasket 3 2 Socket Head Screw 33 washer 3.4 Elastic Stop Nut 4 Arm 41 BusNngSwing Pin 4.2 Swing Pin 5 Retaining Clip 5.1 Retaining Clip 6 Chedc Disk 7 8 9 9.1 10 10.1 102 11 12 121 13 14 15 16 17 18 18 1 20 20.1 20 2 21 22 23 24 24.1 25 26 27 28 28.1 29 30 31 31.1 32 33 34 34.1 35.1 35,2 37 38 381 39 40 41 411 412 42 60 62 70 Load Pin Lwr Spring Retnr Spring Stern Elastic Stop Jam Nut Spring Spring 2nd Check Spring Shun 2nd Check Spring Guide Upr Spring Retnr BushingSpr. Stem Plwt Bearing Flange Gasket Bearing Sodcet Hex Jam Nut Washer Flange Nut Range Nut R,V. Cover Bleed Screw Gasket 11V.Body Cam Bolt Elbow RV Mtg Soh Washer RV Mtg Nut Gasket Lrg. Diaphragm Button Flow Washer RV Spring RV Stem Main Guide Main Guide 0 -Ring Seat Disc Lower Guide Seat Ring 0-ring 0-Ring Extension Sm. Diaphragm Retainer Shp Ring Flow Washer Ball valve Nipple Nipple Nipple Gate Valve (NRS) Identification Plate Drive Screw Clamp MATERIAL A536 GR 65-45-12 Gata Stl. Brass A536 GR 65-0512 EPDMASTM 02000 Plated Steel Plated Steel 8584 Alloy C83600 EPDM ASTM D2000 1B-8-SS 304 SS 1B8S5 8584 Alloy C83600 Acetal Resin 304 SS 302 SS 302 SS EPDM Coated GR, 45 Ductile Iron with A276 type 304SS stem B150 Alloy C61300 8584 Alloy 083600 304 SS 188 SS A313Type631 SS A313Type 631 5S Acetal Resin 8130 Alby C22000 13584 Alloy C83600 Acetal Resin 8585 Alloy 083600 AubberiPabric Acetal Resin 188 SS 302 SS Plated Steel Plated Steel B584 Alloy C83600 188 S5 HDPE 8584 Alloy C83600 18855 A536 GR 6545-12 Plated Steel Plated Steel Plated Steel EPDM Nitrite ASTM 02000 A240 304 SS Acetal Resin A313T 1,o 302 5S Acetal Resn 8584 Alloy C83600 FDA EPDM EPDM AST 02000 Acetal Resin 8584 Alloy C83600 FDA EPDM EPDM ASTM D2000 Acetal Resin NitrileASTM 02000 8584 Alloy 083600 Acetal Resin Acetal Resin 8584 Alloy 084400 Brass Brass Brass AW WA C509 1336 Allay C26000 Stainless Steel AWWA C606 (10' Only) IDIEI9001-2008 c IRTIFIBo A Watts Water Technologies Company ES- F -860L 1119 USA: Fresno, CA • Tel: (559) 441 -5300 • Fax: (559) 441 -5301 • www.FEBCOonline.com Canada: Burlington, ON • Tel: (905) 332 -4090 • Fax: (905) 332 -7068 • wwwFEBCOoniine.ca ® 2011 FEBCO INSTALLATION, OPERATION, MAINTENANCE IOM -F -RV Relief Valve Assembly Instructions STEP #1: When cleaning relief valve, remove module assembly from relief valve body by pulling, not twisting. STEP #2: module repair is necessary, remove plastic label from around pan head retaining screw. STEP 3: Series 825YD, 826YD, 860, 880V Repair Kits: 905102, 905316, 905192, 905187, 905188, 905189, 905190, 905191, 905227, 905228, 905229 Remove retaining screw and com- pletely disasserrib a relief valve module. Thoroughly dean main guide. STEP 4: New inner diaphragm will come in kit with fabric side out and the bead- ed flange positioned up, as shown. STEP 5: Position inner diaphragm over the main guide and drop into place with beaded flange fully engaging groove on main guide. fr MAINTENANCE MANUAL SERIES 825YD,'.826YD, 860,,;880V STEP 6: Clean or replace plastic slip nng. Clean the brass diaphragm retainer, Lightly lubricate retainer threads with a food grade petroleum belly or equal. Place slip ring into retainer, Screw retainer with slip ring onto main guide, securing inner dia- phragm. Make sure the retainer is secure. STEP 7: Push inner diaphragm back through main guide until top of the dia- phragm is flush with the top of the retainer. STEP 8: Tum guide/diaphragm assem- bly upside down and work disc holder into guide until flush with diaphragm. STEP 9: Push the disc holder through the guide while holding the diaphragm flush against the end of the holder. Continue until the holder stops on the guide. Place the assembly on a flat surface with the diaphragm facing up. This will ensure that excess rubber will roll to the inside of the main guide when the holder assembly strokes, otherwise the diaphragm will crack and leak. STEP 10: Place flow washer on top of the diaphragm with cross channels fac- ing upward (Series 860 and 880V ONLY). Line up the center holes, then place the spring into the guide. 2 MAINTENANCE MANUAL SERIES 825YD, 826Y13, 860, 880V STEP 11: Place the spring button over the spring. While pressing the button firmly against the inner diaphragm, insert the pan head retaining screw. 860 and 880V require a drilled flow screw. Flow screw must have two drilled holes intersecting each other and unobstructed. Place the previously removed decal or tape over the screw head to protect the outer diaphragm. STEP 12: Reassemble disc and lower the guide to the disc holder. DO NOT ALLOW THE DISC HOLDER TO TURN OR TWIST DURING THIS OPERATION. Clean, lubricate and install main guide O-ring. Models 825YD and 826 YD use a Stainless Steel Lower Guide and a Disc Washer in place of the Plastic Lower Guide as shown. STEP 13: Place new outer diaphragm upside L_„_° down on a flat service and insert the module as shown. STEP 14: Push the flange section of the diaphragm down around the base of the module until it is partially inverted as shown. 3 For additional information, visit our web site at: www.FEBCOonline.com STEP 15: (lean inside surfs of the relief valve and push in the module assembly, being careful not to pinch the guide's 0 -ring. Note: The lower guide must align itself properly with the seat ring once all of the parts are assembled in the body for the relief valve to function properly. CALIFORNIA PROPOSITION 65 WARNING WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. ( Califomia law requires thls warning to be given to customers in the State of California.) For more information: www.watta.com/prop65 STEP 16: Take the partially inverted dia- phragm and place it over the spring button of the module. Take a blunt tool and carefully work the dia- phragm in and around the button. Line up diaphragm bolt holes with body flange bolt holes. STEP 17: Replace the cover and check for proper positioning. Limited Warranty: FEBCO warrants each product to be free from defects in material and workmanship under normal usage fora period of one year from the date of original shipment In the event of such defects within the warranty period, the Company will, at its option, replace or recondition the product without charge. THE WARRANTY SET FORTH HEREIN IS GIVEN EXPRESSLY AND IS THE ONLY WARRANTY GIVEN BY THE COMPANY WITH RESPECT TO THE PRODUCT. THE COMPANY MAKES NO OTHER WARRANTIES, EXPRESS OR IMPUED. THE COMPANY HEREBY SPECIFtCAU.Y DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPUED, INCLUDING BUT NOT UNITED TO THE IMPUED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. The remedy described in the first paragraph of this wananty shall constitute the sole and exclusive remedy for breach of warranty, and the Company shall not be responsible for any incidental, spadai or consequential damages, Including without limitation, lost profits or the cost of repairing or replacing other property which is damaged if this product does not work properly, other costs resulting from labor charges, delays, vandalism, negligence, bonne caused by foreign material, damage from adverse water conditions, chemical, or any other circumstances over which the Company has no contra. This warranty shall be invalidated by any abuse, misuse. misapplication, Improper lnctaUation or improper maintenance or alteration of the product. Seine Stales do nd allow limiiations:on how long an implied warranty lasts, and some States do not anew the exclusion or limitation et incidental or consequential damages. Therefore the above limitations may not apply to you. This Limited Warranty gives you specie; legal rights, and you may have other rights that vary from Stale to Slate. You should consult applicable state laws to determine your rights. SO FAR,AS IS CONSISTENT WITH APPUCABLE STATE LAW, ANY IMPUED WARRANTIES THAT MAY NOT DE DISCLAIMED, INCLUDING THE IMPUED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE UMITEO IN DURATION TO ONE YEAR FROM THE DATE OF ORIGINAL SHIPMENT. frEwical: I 9001 -2000 �I ceHTIP'Ieo A Division of Watts Water Technofogles, Inc. IOM -F -RV 0845 USA: 4381 N. Brawley • Ste. 102 • Fresno, CA • 93722 • Tel. (559) 441 -5300 • Fax: (559) 441 -5301 • www.FEBCOontine.com Canada 5435 North Service Rd. • Burlington, ONT. • L7L 5H7 • Tel. (905) 332 -4090 • Fax: (905) 332 -7068 • www.FEBCOonllne.ca ED P# 1915982 ® FEBCO, 2008 • • OFF HOURS INSPECTION Reimbursement authorization /approval to conduct inspection activities during off hours. Date: 7- Zq- /3 Requested By: Firm /Company: (o 0 Permit Number: 0 "12 -342 Inspection Information �` /' lam'! U C� Project Name: 1 Q_P/ ;� Project Address /Location: i 8 �S irk Dz UJ Requested Date for Inspection: 7 -3r" Requested Time: q•rab A /PM Contact Name: 61- Phone Number: 20(3-5(0- 2 7 (c3 Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). JUL 2 9 2013 This is to be paid at the time of request. ** PERMIT CENTER The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signatu Printed Name: Date: 7- 77--L3 City Use 'Only: Approved: ✓ Disapproved: Paid: Receipt No: Date of Approval /Disapproval: 7 a13 Remarks: Authorized Reviewer: H: \Permit Center Forms \off Hours Inspection.docx • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. Date: `7- 2 S " 13 Requested By: Firm/Company: 4- i Inspection Information /4 II 11 Om A. Cir (r— Project Name: Permit Number: D12 Project Address /Location: 68 '5 /Cork-' £ b--(-- Requested Date for Inspection: 7, Z. S - l `; Requested ime: oZ) AM PM Contact Name: �(2.-y L�l'Ss Phone Number: ZOL- 5/O - Z 763 Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $97.50 per hour (minimum total of $292.50). !JUL 25. 2013 This is to be paid at the time of request. ** PERMIT CENTER The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (3) hours. Signature: Printed Name: Date: 7. 2S -(_3 City Use Only: Approved: V Disapproved: Paid: Receipt No: Date of Approval /Disappr Authorized Reviewer: Z5 Remarks: H: \Permit Center Forms \Off Hours Inspection.docx l=v.1 IL • Ci ty f o Tukwila J December 7, 2012 r Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Paul J Nixon Advanced Technology Construction 1150 Raymond Av SW Renton, WA 98057 RE: Incomplete Letter #1 to Correction Letter #1 Development Permit Application D12 -316 Tahoma Clinic — 6835 Fort Dent Wy Dear Mr. Nixon, This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on December 6, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Je 'fer Marshall e i t Technician Enclosures File: D12 -316 W:IPermit Centerlfncomplete Lettersl20121D12- 316 Inc #1 to Corr #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206- 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: December 6, 2012 Project Name: Tahoma Clinic Permit #: D12 -312 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall be original signed wet stamped, not copied. Architectural design sheets and documents by a registered architect shall also be original signed wet stamped, not copied. 1. Please provide the revised architectural plan sheets to scale, the same as original set submitted. Other documents are ok. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. Page 2 of 2 Tukwila Building Division • Allen Johannessen; Plan 'Examiner Building Division Review Memo with Responses RECEI'vED CITY OF TUKWILA Date: October 10, 2012 response Nov 29, 2012 DEC. 0 4 2012 Project Name: Tahoma Clinic Permit #: D12 -316 PERMIT CENTER Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant calculations given need additional clarification or breakdown of the different occupied spaces. Provide calculations breakdown for the different occupied areas and identify those unoccupied areas exempt in the calculations. Also some areas are calculated differently such as Retail (M), Business (B), Storage areas (S) and conference rooms (A). Total the separate occupied spaces with their separate calculations and for each floor, to show total occupant Toad for the building. (IBC 1004.1 & TABLE 1004.1.1) Response #1 Calculations are shown on G0.02. 2. Drinking fountains are specified on the code page but could not be located on the plan. Please identify on the plan where the drinking fountains are located. Drinking fountains shall meet ADA requirements. (IBC 2904.4.1 WA State Amendments & 2003 ICC /ANSI 602) Response #2 Water fountain shown on Sht A2.03 details 3 and 7. 3. New ADA bathrooms do not to meet clearance requirements at the water closets. Water closet clearance shall be 60 inches minimum, measured perpendicular from the sidewall, and 56 inches minimum, measured perpendicular from the rear wall. No other fixtures or obstructions shall be within the required water closet clearance. Revise the floor plan for the new bathrooms to comply with ADA requirements. (2003 ANSI 604.3.1, 604.3.2 & Fig. 604.3) Response #3 Layout has been revised per the comments discussed w /Plans Reviewer and shown on Sht A2.03 detail 3 and 7. 4. The transfer shower compartment as shown does not meet ADA for entry to the shower. A clearance of 48 inches minimum in length measured perpendicular from the control wall, and 36 inches minimum in depth shall be provided adjacent to the open face of the compartment. One 0 Page 1 • i option would be to reverse the control wall to allow 48inch required access from wheel chair to the shower compartment. Revise plan to meet ADA shower compartment requirement. (2003 ANSI 608.2.1) Response #4 Layout has been revised to roll -in shower stall and shown on Sht A2.03 detail 2. 5. On the floor plan and Wall Types details, clarify which walls is fire rated and provide the listing for those rated walls. In addition some walls are shown as "D1" where it is not clear as to where those details; or wall specifications are located. Please clarify and show in the Wall Types page. Response #5 No new walls are required to be fire rated. D-1 wall is an existing demountable partition and is delineated on Sht A0.02 under Wall Types. 6. Wall details are too general and don't specify clearly as to which walls extend to the deck above or just above the ceiling as shown in the Partition Head Details. Provide clarification for top of wall connections for each specific wall referenced on the floor plan. Response #6 All walls extend to 6 in. above ceiling except those with the "S" designation in the wall type callout Those walls extend to the deck above. The description is shown on Sht A0.02 within the Wall Legend description. Wall head details for bracing are shown on Sht A0.02 as a Typ Interior Partition Head Details. 7. The second floor suspended ceiling shows new walls up to the ceiling where light fixtures are located. Provide clarification if those fixtures are to be relocated or if the walls terminate at the ceiling. If that were the case the Wall Types details would not be consistent for supporting the top of those walls except for the MME rooms. Please clarify or provide the necessary details. Top of walls shall not be seismically supported by or attached to the suspended ceiling grid system. Response #7 Wall head detail is shown on A0.02. The detail indicates that the bracing is achieved with metal studs, not attached to the grid. The Reflected Ceiling Plan will be revised to show current lighting does not cross the lighting fixture. 8. Specify the use of the MME rooms 1 & 2 and what MME refers too. Specify the east wall 'Wall Type" of MME room 1404. Two of the walls of those rooms show 18 -gauge sheet - metal. Is this intended as a requirement for x -ray equipment? Please explain. Response #8: The east wall type is S4c, a continuation of the northern wall type and shown revised at Sht A1.01. The intent of the metal shielding is to contain the residual magnetic energy not recaptured by the MME devise. This energy is disruptive to adjacent electronic equipment (computers) 0 Page 2 • • within an approximate 15' -0" radius. It is not radioactive such as that emitted from an x -ray and is not a health concern. What is a Magnetic Molecular Energizer? A Magnetic Molecular Energizer (MME) is similar to a familiar medical diagnostic method known as Magnetic Resonance Imaging (MRI). _..1... In general terms, MME treatment is safe, painless, accelerates healing, is non - invasive, does not have the allergy or interaction problems of multi - prescription medicating and does not carry the risks of more aggressive treatment methods such as experimental drugs or surgery. MME offers hope for many diseases previously considered untreatable by conventional methods. It has thus far been successful with a wide variety of ailments such as spinal cord injury, brain injury, stroke impairment, multiple sclerosis, muscular dystrophy, cerebral palsy, Parkinson's disease, Alzheimer's disease, congestive heart failure, and orthopedic conditions involving bone and joint repair. MME treatment is conducted under the auspices of an Institutional Review Board (IRB) as outlined in FDA regulations. 9. Show the walls separating the mechanical and electrical rooms from other occupied areas shall have 1 hour separation. Doors shall also be rated for that assembly and specified in the door schedule. (IBC TABLE 508.2.5, 715.4.3 & TABLE 715.4) Response #9 Walls at the M & E rooms are existing 1 hr. rated with no intentions to change their configuration. 10. Door hardware has not been specified on the door schedule or notes. Provide door hardware for new doors to specify compliance with ADA requirements for handles and bathroom ADA compliant locking latches etc. Specify exterior door hardware new or existing and latching by either push bar or lever handle as applicable. Response #10 o Page 3 RECtIvEL) CITY OF TUKWILA DEC, 0't 2012 PERMIT CENTER Hardware groups are added to door schedule and hardware schedule will be submitted to confirm ADA compliance. Push bars are provided with the storefront systems for doors 1,2,32, and 36. 11. Please provide specific information about the use of the space shown as retail. In addition provide more specific information about the clinics different procedures. Will there be any medical gas installation for this clinic? Response #11: The Tahoma Clinic emphasizes the use of natural materials and natural energies for both the prevention and treatment of all health problems not requiring surgical intervention. Procedures are non invasive and do not incorporate the use of medical gases. Their approach includes a full health evaluation, working to normalize body biochemistry and energies by natural means. Physicians develop patient treatment programs to include (but isn't limited to) diet and dietary components such as vitamins, minerals, amino acids, essential fatty acids, and metabolites found in the human body, bioidentical hormones, botanicals, homeopathics, ultraviolet, infrared and magnetic energies, as well as physical exercise. Tahoma Clinic Dispensary (retail) provides ancillary support to the patients and physicians of the Tahoma Clinic. They are a retail outlet providing naturopathic supplements, products, and literature. Meridian Valley Lab performs Allergy and Hormone, and Metabolite Testing. 12. Some emergency illumination is shown on the electrical plan; however it may not be current with the current codes. Identify path of egress illumination on the plan or reflective ceiling plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. All egress paths specified on sheet G0.02 will be used for emergency egress paths illumination. (IBC Section 1006 & 1008.1.6) Response #12 Layout was revised on the electrical drawings to follow the egress path. Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. 0 Page 4 Public Works Department Review Comments with Responses Date: November 16, 2012 Project Name: Tahoma Clinic Permit #: D12 -316 Plan Review: David McPherson, Development Engineer Plan Reviewer: Contact David McPherson at (206) 431 -2448 if you have any questions/comments regarding the following comments. David .McPherson(c�tukwilawa.gov. 1. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips. Please provide as much information as available for the new use of this building. (Number of Employees - including number of doctors, Medical Assistants, Lab Technicians, etc.); Business hours, work hours of employees, description of work within the building, etc... Credit will be based on your response. Response #1 Code applicable occupancy calculations are shown on G0.02. See also our response to Building Department comments, items #8, #11 for descriptions of services. The building will house 4 related entities. The Tahoma Clinic, The Tahoma Dispensary, Meridian Valley Laboratory, and Advanced Magnetic Research Institute (MME). Tahoma Clinic: - Hours 9-5 M-F, (7:30-6 work) - Employees - 20 - Patients - 40 Tahoma Dispensary:: - Hours 9-5:30 M -Th, 9-1 F -Sat, (8-6 work) - Employees - 6 - Patients - 40 Meridian Valley Laboratory: MME: - Hours 7 -5:30 (same work) - Hours 9-5 M-F, varies by patient - Employees - 35 - Employees - 1 - Patients - 40 - Patients - 2 max 2. A Traffic Concurrency Certificate Application and Test Fee will apply for a change in use. Complete application and return as part of correction response to the Permit Center. (see enclosed application.) Response #2 The use remains as a business occupancy and is not a change from previous occupants. An application is attached. • Page 1 RECtivtU CITY OF TUKWILA DEC, O 4 2012 PERMIT CENTER 3. Provide a completed Public Works Permit Fee Estimate sheet. (for Public Works activities only, including erosion control, domestic water backflow (RPPA w /hot box), and any water /sanitary sewer /storm drainage work outside the building. (PW Bulletin A2 enclosed). Response #3 Bulletin A2 Application is attached. *Work is limited to replacement of RPPA, hot -box, and replace San. Sewer deduct meter. 4. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal. Response #4 The existing RPBA will be replaced with a new RPPA and installed in a Hot -Box. Refer to sheets G0.03, P2.00 See attached cut sheets 5. Freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Specify (RPPA) size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show and label location of the new RPPA on a plan sheet. Response #5 See item #4 above. No electrical will be added. 6. The existing Fire Department Connection (FDC) located at the east side of the building needs to have a Storz adapter installed. Show and label on a plan sheet. Response #6 Existing FDC will be replaced with compliant Storz adapter. Refer Fire Protection' drwg. (attached) and sheet A 1.01 7. Existing sanitary sewer deduct meter is not compatible with the City's AMR system. Need to replace the existing deduct meter with a Sensus brand meter that is AMR compatible. Show and Label on a plan sheet. Response #7 See item #4 above. Refer to sheets G0.03, P2.00 See attached cut sheets REGttv�� CITY OF TUKI'ILA DEC 0 4 2012 PERMIT CENTER • Page 2 0 v. • City of Tu ila r Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 16, 2012 Paul J. Nixon Advanced Technology Construction 1150 Raymond Av SW Renton, WA 98057 RE: Correction Letter #1 Development Permit Application Number D12 -316 Tahoma Clinic - 6835 Fort Dent Wy Dear Mr. Nixon, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: David McPherson at 203 431 -2448 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, 1.4 Bill Rambo Permit Technician encl File No. D12 -316 W:\Pennit Center \Correction Letters\2012\D12 -316 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 10, 2012 Project Name: Tahoma Clinic Permit #: D12 -316 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant calculations given need additional clarification or breakdown of the different occupied spaces. Provide calculations breakdown for the different occupied areas and identify those unoccupied areas exempt in the calculations. Also some areas are calculated differently such as Retail (M), Business (B), Storage areas (S) and conference rooms (A). Total the separate occupied spaces with their separate calculations and for each floor, to show total occupant load for the building. (IBC 1004.1 & TABLE 1004.1.1) 2. Drinking fountains are specified on the code page but could not be located on the plan. Please identify on the plan where the drinking fountains are located. Drinking fountains shall meet ADA requirements. (IBC 2904.4.1 WA State Amendments & 2003 ICC /ANSI 602) 3. New ADA bathrooms do not to meet clearance requirements at the water closets. Water closet clearance shall be 60 inches minimum, measured perpendicular from the sidewall, and 56 inches minimum, measured perpendicular from the rear wall. No other fixtures or obstructions shall be within the required water closet clearance. Revise the floor plan for the new bathrooms to comply with ADA requirements. (2003 ANSI 604.3.1, 604.3.2 & Fig. 604.3) 4. The transfer shower compartment as shown does not meet ADA for entry to the shower. A clearance of 48 inches minimum in length measured perpendicular from the control wall, and 36 inches minimum in depth shall be provided adjacent to the open face of the compartment. One option would be to reverse the control wall to allow 48inch required access from wheel chair to the shower compartment. Revise plan to meet ADA shower compartment requirement. (2003 ANSI 608.2.1) 5. On the floor plan and Wall Types details, clarify which walls is fire rated and provide the listing for those rated walls. In addition some walls are shown as "D1" where it is not clear as to where those details or wall specifications are located. Please clarify and show in the Wall Types page. 6. Wall details are too general and don't specify clearly as to which walls extend to the deck above or just above the ceiling as shown in the Partition Head Details. Provide clarification for top of wall connections for each specific wall referenced on the floor plan. • 7. The second floor suspended ceiling shows new walls up to the ceiling where light fixtures are located. Provide clarification if those fixtures are to be relocated or if the walls terminate at the ceiling. If that were the case the Wall Types details would not be consistent for supporting the top of those walls except for the MME rooms. Please clarify or provide the necessary details. Top of walls shall not be seismically supported by or attached to the suspended ceiling grid system. 8. Specify the use of the MME rooms 1 & 2 and what MME refers too. Specify the east wall "Wall Type" of MME room 1404. Two of the walls of those rooms show 18 -gauge sheet - metal. Is this intended as a requirement for x -ray equipment? Please explain. 9. Show the walls separating the mechanical and electrical rooms from other occupied areas shall have 1 hour separation. Doors shall also be rated for that assembly and specified in the door schedule. (IBC TABLE 508.2.5, 715.4.3 & TABLE 715.4) 10. Door hardware has not been specified on the door schedule or notes. Provide door hardware for new doors to specify compliance with ADA requirements for handles and bathroom ADA compliant locking latches etc. Specify exterior door hardware new or existing and latching by either push bar or lever handle as applicable. 11. Please provide specific information about the use of the space shown as retail. In addition provide more specific information about the clinics different procedures. Will there be any medical gas installation for this clinic? 12. Some emergency illumination is shown on the electrical plan; however it may not be current with the current codes. Identify path of egress illumination on the plan or reflective ceiling plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. All egress paths specified on sheet G0.02 will be used for emergency egress paths illumination. (IBC Section 1006 & 1008.1.6) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: November 16, 2012 PROJECT: Tahoma Clinic at 6835 Fort Dent Way TL no. 295490 -0445 1St Review Comments PERMIT NO: D12 -316 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. David. McPherson a(�tukwilawa.gov 1. A Transportation Impact Fee applies to this permit. Credit will be given for the previous use of the building. The Transportation Impact Fee will be based on any new PM peak hour trips. Please provide as much information as available for the new use of this building. (Number of Employees - including number of Doctors, Medical Assistants, Lab Technicians, etc.); business hours, work hours of employees, description of work within the building, etc... Credit will be based on your response. 2. A Traffic Concurrency Certificate Application and Test Fee will apply for a change of use. Complete application and return as part of correction response to the Permit Center. (see enclosed application) 3. Provide a completed Public Works permit fee estimate sheet. (For Public Works activities only including — erosion control, domestic water backflow (RPPA w /HotBox), and any water /sanitary sewer /storm drainage work outside the building. (PW Bulletin A2 enclosed) 4. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The (RPPA) shall be installed in a Hot Box/Hot Rock or equal 5. Freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Specify (RPPA) size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show and label location of the new (RPPA) on a plan sheet. (See sample specifications, cut sheets, and plan sheet enclosed) 6. The existing Fire Department Connection (FDC) located at the East side of the building needs to have a Storz adapter installed. Show and Label on a plan sheet. (See sample plan sheet — enclosed) 7. Existing sanitary sewer deduct meter is not compatible with the City's AMR system. Need to replace the existing deduct meter with a Sensus brand meter that is AMR compatible. Show and Label on a plan sheet. (See sample plan sheet — enclosed) • • PER CO D COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -316 PROJECT NAME: TAHOMA CLINIC SITE ADDRESS: 6835 FORT DENT WY DATE: 12 -12 -12 Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # X Revision # After Permit Issued DEPARTMENT : I ding Division L is Works i% Fire Prevention Planning Division Structural ❑ Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -13 -12 Complete txr Incomplete ❑ Not Applicable n Comments: Permit';Genter`, INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route V- Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: 3gf DUE DATE: 01 -10 -13 Not Approved (attach comments) Perniit Ceriter.'Use Only ' .. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 "'PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12- 316 PROJECT NAME: TAHOMA CLINIC DATE: 12/04/12 SITE ADDRESS: 6835 FORT DENT WY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ajA0, Building Division Public Works Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete 14 Complete DUE DATE: 12/06/12 Not Applicable ❑ Comments: Permit Ceriter•Use Oniy �+• :. • INCOMPLETE LETTER MAILED: Departments determined incomplete: '.. ,• ,. BldgI • LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 01/03/13 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit; Center• Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -316 PROJECT NAME: TAHOMA CLINIC SITE ADDRESS: 6835 FORT DENT WY DATE: 10/02/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #__ Revision # after Permit Issued DEPARTMENTS Iti �M Nil¢ Bu I ing D /- [Division ire Prevention Planning !vision ei4,4 1%--A6-o- 111 Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete NI— Incomplete n DUE DATE: 10/04/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: 1 � Please Route Structural Review Required I I No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/01/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) gl Notation: REVIEWER'S INITIALS: DATE: Permit CeriterrlUse Onty i • {• ` CORRECTION LETTER MAILED: L I L 11¢ o 0-- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW' Staff Initials: 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: December 11, 2012 Plan Check/Permit Number: D12 -316 ® Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Tahoma Clinic 6835 Fort Dent Way Paul Nixon Phone Number: Summary of Revision: Wet stamped the revised permit drawings (425) 251 -8483 CITY OF TU1SW LA nEC 112012 p Sheet Number(s): G0. 02, G0. 03 ,A0.02,A1.01,A1.02,A2.03,A3.03 "Cloud" or highlight all areas of revision including date of rev' ion Received at the City of Tukwila Permit Center by: N--Entered in Permits Plus on \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: Itttp://www.dtakwila.wa. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: 12/03/12 ChecWPermit Number: D12-316 ❑ Response to Incomplete Letter # // Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Tahoma Clinic Project Address: 6835 Fort Dent Wy Contact Person: Paul Nixon (ATC) Phone Number: 425 - 251 -8483 4171' °A. rtnniwtA DEC 0 4 2012. aERM1r CENTER Summary of Revision: Response to Building Division Review Memo 10/10/12, and Public Works Department review comments 11/16/12. Refer to attached. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: 4 Entered in Permits Plus on '�� `I— lapplicationslfornns- applications on linclrevision submittal Created: 8 -13 -2004 Revised: La King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • 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. Please Print or Type Pro. rty Street Address 1°6 VAX/ City Fowl. DaN-r. w State ZIP 'ri d S, Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ( h/ ) T —66 59 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address fib / .••J • I (1 `AL 14 1 � N t LAr a ct '1 For King County II Only Account # No. of RCEs Monthly Rate Property Tax ID # / 2 / e)- 7 74 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Mato OWL Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 / / Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 / / // Sink, Clinic flushing 8 8 Sink, kitchen 3 2 "7 '7 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 7, 'Z Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 6• RCE Z� B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B IrI n I•� RCE r,fTy o i oF lil :n Q/2012 PERMIT CE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate 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. All future billings can be prepaid at a discounted amount. 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. I certify that the information given is correct. I unde stand that the capacity charge levied will be based on this information and any deviation will require resubmission of correct a -r ; ermination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representati i 1058 (Rev. 9/07) ?A'( 4. White - Kino County Yellow - Local Sewer Aoencv Date /Vele -!Z Pink - Sewer Customer .Fdt9 •mw r� Contractors or Tradespeople Poer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ADVANCED TECHNOLOGY CONST CORP UBI No. 602059997 Phone 4252518483 Status Active Address 1150 Raymond Ave Sw License No. ADVANTC990BZ Suite /Apt. License Type Construction Contractor City Renton Effective Date 1/9/2001 State WA Expiration Date 10/14/2013 Zip 98057 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FARROW, DENNIS RAY President 06/15/2012 Amount PEYTON, DAVID CHRISTOPHER Secretary 06/15/2012 BCS0028057 FARROW, ARTHUR CHIAKI Vice President 06/15/2012 SIEGER, ANTON J 06/07/2012 01/01/1980 06/15/2012 SIEGER, MELODY M 06/10/2011 01/01/1980 06/15/2012 Bond Information Page 1 of 2 Bond 3 Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS CAS & SURETY CO 103944132 12/23/2002 Until Cancelled $12,000.00 12/26/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 Co Scottsdale Ins BCS0028057 06/10/2012 06/10/2013 $1,000,000.00 06/07/2012 11 Co Scottsdale Ins BCS0025096 06/10/2011 06/10/2012 $1,000,000.0006 /10/2011 10 VALIANT INS CO CGLVIC00095751 06/10/2010 06/10/2011 $1,000,000.0006 /09/2010 9 VALIANT INS CO CGLVIC00095750 06/10/2009 06/10/2010 $1,000,000.00 06/05/2009 8 WESTCHESTER FIRE INS CO G22013786003 06/10/2008 06/10/2009 $1,000,000.0006 /05/2008 7 WESTCHESTER FIRE INS G22013786002 06/10/2006 06/10/2008 $1,000,000.0006 /07/2007 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 12 -2- 23231 -8SEA EARTHTONES LANDSCAPING LLC InterPlead: No KING Date: 07/11/2012 Amount: $24,369.67 Bond(s): 103944132 Date: Amount: $0.00 Open Date: Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 12/28/2012 in egrus ARCHITECTURE 117 SOUTH MAIN STREET, SUITE 100 SEATTLE, WA. 98104 ph: (206) 628 -3137 fx: (206) 628 -3138 MECHANICAL HERMANSON 1221 2nd Avenue North Kent, WA 98032 ph: 206-575-9700 fx: 206 - 575 -9800 ELECTRICAL FOY GROUP 2400 NW 80th Street, Suite 118 Seattle, WA 98117 ph: 206-937-6150 fx: 206-935 -1163 ADDRESS DIAGRAM 71-lose. trl.^ Es {-1. ra7. i. }wlwi lk rl.rr i•.�f'•,1 Thy tJ c 1. ..... r'cp,irtrnent for co -cfo Tr.:IT re with current _'?ty ,rds. ACCeptanCe is s; ?`jcct to crrors and W' iCh do ^ ^t authorize violations of ?ICd St 2ndarr ")s or ordinances. The respo - ibility ad ci acy of the design. rests totally z_`. tt �fi; with the ?.cr. Additions, deletions or revisions to these - n,gs after. this date void this acrentance will require a resubmittal of revised drawings : r std-wqu +ent approval. acceptance is subject to fie acceptance `') field inspection by a;. Public Works utilities insprector. By: 21 I2 C b om6J t c (Rood) iv/14'r t o> �Ebu G-r jM b-4. ELECTRICAL DESIGN HARGIS 600 Stewart Street, Suite 1000 Seattle, WA 98101 ph: 206-448-3376 fx: 206-448-4450 SUITE 200 O 2nd FLOOR SUITE PLAN SUITE 100 ji 4c 4 SUITE 110 O 1st FLOOR SUITE PLAN SUITE 130 SUITE 120 REVISIONS No changes shall be made to the scope of work Without prior approval of Tukwila Building Division. I~ ="lsicn S will require a new plan submittal s may additional plan review fees. Tahoma Clinic 6835 Fort Dent Way, Tukwila, WA 98188 TENANT IMPROVEMENT GENERAL G0.01 G0.02 G0.03 ARCHITECTURAL A0.01 A0.02 A0.03 D0.01 A1.00 A1.01 A1.02 A1.03 A1.04 A2.01A A2.01 B A2.02 A2.03 A2.04A A2.04B A3.01 A3.02A A3.02B A3.03 A3.04 STRUCTURAL S0.01 S0.02 S0.03 S1.01 S1.02 S2.01 INDEX AND CONSULTANT SHEET VICINITY MAP, LEGAL DESCRIPTION CODE ANALYSIS AND CODE PLAN GENERAL ARCHITECTURE NOTES WALL TYPES ROOM FINISH SCHEDULE DEMO PLAN SITE PLAN CONSTRUCTION PLAN REFLECTED CEILING PLAN ROOF PLAN EQUIPMENT PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING SECTIONS ENLARGED PLANS INTERIOR ELEVATIONS INTERIOR DETAILS WINDOW TYPES DOOR AND WINDOW DETAILS DOOR AND WINDOW DETAILS DOOR AND FRAME SCHEDULE SIGNAGE TYPES GENERAL NOTES GENERAL NOTES GENERAL NOTES FLOOR PLANS ROOF PLAN SECTIONS AND DETAILS MECHANICAL M0.00 M0.01 M0.02 M2.01 D M2.02D M2.R1 D M2.01 M2.02 M2.R1 M3.01 MP2.01 MP2.02 MP3.01 PLUMBING P0.00 P0.01 P2.00D P2.01 D P2.00 P2.01 P2.02 P3.01 COVER PAGE - HVAC EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE 1ST FLOOR DEMO PLAN - HVAC 2ND FLOOR DEMO PLAN - HVAC ROOF DEMO PLAN - HVAC 1ST FLOOR PLAN - HVAC 2ND FLOOR PLAN - HVAC ROOF PLAN - HVAC 1ST FLOOR PARTIAL ENLARGED PLAN HVAC 1ST FLOOR PLAN - HVAC PIPING 2ND FLOOR PLAN - HVAC PIPING LIQUID REFRIGERANT PIPING SCHEMATIC - HVAC PIPING COVER PAGE - PLUMBING SCHEDULES SHEET - PLUMBING FOUNDATION DEMO PLAN - PLUMBING 1ST FLOOR DEMO PLAN - PLUMBING FOUNDATION PLAN - PLUMBING 1ST FLOOR PLAN - PLUMBING 2ND FLOOR PLAN - PLUMBING 1ST & 2ND FLOOR ENLARGED TOILET RM'S - PLUMBING FILE COP Permit No. Pi -- r,-1/:,1,4 approval is subject to errors and omissions. t, cori y ruction documents does not authorize any adopted code or ordinance. Receipt el�. 4�:JeLvbv, 1 I,;;i,►" Y � 'i�,Pr 1 / ti Is a By L- L t.. ! ;� City Of Tukwila BUILDING DIVISION ELECTRICAL E0.01 E0.02 E0.03 E0.04 E0.05 E1.01D E1.01 E2.01 D E2.01 E2.02D E2.02 E2.03 E2.04 E3.01 D E3.01 E3.02D E3.02 E4.01 E4.02 E4.03 E9.01 D E9.01 E10.01 E10.02 E10.03 LEGEND, GENERAL NOTES AND DRAWING INDEX LIGHT FIXTURE SCHEDULE LIGHTING CONTROL WIRING DIAGRAM MECHANICAL EQUIPMENT SCHEDULE MEDICAL EQUIPMENT ELECTRICAL DEMOLITION SITE PLAN ELECTRICAL SITE PLAN FIRST FLOOR LIGHTING DEMOLITION PLAN FIRST FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING DEMOLITION PLAN SECOND FLOOR LIGHTING PLAN FIRST FLOOR LIGHTING CONTROL PLAN SECOND FLOOR LIGHTING CONTROL PLAN FIRST FLOOR POWER DEMOLITION PLAN FIRST FLOOR POWER PLAN SECOND FLOOR POWER DEMOLITION PLAN SECOND FLOOR POWER PLAN FIRST FLOOR MECHANICAL POWER PLAN SECOND FLOOR MECHANICAL POWER PLAN ROOF MECHANICAL POWER PLAN ELECTRICAL ONE -LINE DIAGRAM ELECTRICAL ONE -LINE DEMOLITION DIAGRAM ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES ELECTRICAL PANEL SCHEDULES SE RATE PERMIT REQUIRED FOR artiechanbd C�'earl� mbing s Pipes City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272012 IVY . City of Tukwila BUILDING DIVISION Rcut., to CITY OF TUKVtQ A OCT 0 2 2012 PERMIT CENTER ADVANCED ENC iY .O NVRuulON L Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -6483 Fax: (425) 251.9781 M. m 0, M Q OD N co Wt J c F F- N Q v W X co ti Q ▪ r W M co. W - to w � I-o 0) aw 2z 0 0 co r W c- CO r CO w 0 CSC Date: Issue Date Job No.: 21211 Drawn By: Author Checked by: P Checker Filename: Revisions Date Description INDEX AND CONSULTANT SHEET G0.01 C: \Local Rev'st Fibs \2121 s central kfoulkrod.rvt I that Partial iourarhy des Gameenci.ng ab ## #ts+AY 9n4'i egr'# Seat4tisi P. i, :, t�4) 12 s 75.0 e.n the 2.14 iirie shown on the S• Righwa7 Map of -prii ary State ffighwa, 1 153t 405t_Gzeen River fa hangs,' sheet 2 of 4 Sheep:* r estaltiitlhed by commission 'Resointien91192, February 19. 1962, `thence, Nert.tra6serly- at.ri t tmalvs to ,said Zit line '•N- -3t3 1:7"0,6 "Pets, a distance of 264.0.8 feet; thence tangent the preceding' ctOitr ' along the are of a curve to the left having; a radius 'of 300 :00 feet and a central angle of 00 ! e6' .+4n >' l.113t,h of '4,3.54 teet 1. tents, reagent 'ta= the pre ea t g 'cOtee :noith 22° 68' 00' Sash, x distance of 399.43 . tt thence 4totth" 634 5F' S7' Sall,, It disttance of 64.00 feet "'to a post on the Northeasterly lime of .5ecitbeenter 9oudevard"as b O r t v ' c y > s d td th, City of Ruks;714, by pedal recorded-- Oetober`227, 1984 under AUd#'tot's pile 14 14 2 4 9105 and the ?Rut pQINT or SSGt$tauNC of the partial to be'deacribed hereint' thence Nelth'6.7 35'. 49' East, .a distance of 293.37 feett tt :enee Sopth 26 °'24' 1.2" test. :a distance of 354.11 feet 6honde o h 72 OS" S2'Ve t, a cF3a><ance pf 27.06 feet; thence S nth 72' 44', -West a t2ist4uce of - 9545 SeetA thtlnee $out)S 64 02' 45" West, s. distance of 114.11 feet), 'thence 'Steal* 08 IS' 4S' west; 110.30 feet-; thence South i?t 20' ;g Hest,, a di'stancit Of '-27.9,.23 feet, thence North Sgt. 32' St" test, a distance of .181.55 fret, to a point nh the. Soetlswn tt'rly lime efi:EauthCanter ' t3Rulevard thence gi't?tg the Southwesterly lint` of`'Seutlrrenter 0oUl@vdir t.h' f©llowinq twice; and t. stances; "thenc8:i:orth Sri 27' 0-6:' East, a distance of 106. thence along a Grace t" th(r left, wflLh a radius of 330.30 feet, an arc- iength of 47.91 tont,.arnd 3 tamet'61- a,.gle cf 0 19'_ 66'; .tient'e north 22° O8' 40' Ear .{ a distance or 221.43' feet; thence along Aterve to the cjght, 'With. a radius ui 00 felt, an at length of L .17 feet, and a centcal .angle 04.26' 32' 4f ": tha1 ,O North 45 40' 41'" East.,.. dicta '41 16 feg't; thence Along a curve to the left, with m radius 'PI ' 00.O4 feet. an arc'.lWxebh: of 78.20 feet, >dnd a ccr.tral eagle of 74 40' and TEE T008 team Of SW1Milit5. and containing 4,223 acres of Lifl%. A , (i? i'(%�Cfi'lYIYI TENANT IMPROVEMENT (0, REVIEWED FOR ODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION RECEIVEL CITY OF TUKWIL = DEC 1 2 2012 `DERMI_Y CENTF cry W cc W U cc Q r W — H ADVANCE TECHNOLOGY CONSTRUCTION 1/ (- Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax (425) 251 -9781 • • MPROVEMENT I- z z W I— 00 00 00 a 0) 0 LL Cr) 00 CD Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 CL JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW VICINITY MAP, LEGAL DESCRIPTION G0.03 C: \Local Revit Files\21211 central_kfoulkrod.rvt ARCHITECTURAL ABBREVIATIONS A A/C AB ABV ACC ACI ACOUS ACT AD ADD ADD'T ADH ADJ ADJST ADMIN AFF AGG AHU ALT ALUM ANOD AP ARCH ASB ASPH ASSY ASTM ATTEN AUTO AVG AWS B BB BD BEL BET BIT BLDG BLK BLKG BOD BPL BR BRG BRK BS BSMT BTM BUR BVL BW C CAB CAP CAULK CB CBU CC CEM CER CFCI CFL CFM CG CHAM CI CIP CIR CIRC CJ CKBD CKT CLF CLG CLO CLR CLS CM CMT CMU CO COL COM COMB COMP CONC CONN CONST CONT CONTR COORD CORR CPT CPTT CPTW CR CRS CSG CT CTB CTR AIR CONDITIONING ANCHOR BOLT ABOVE ACCESS, ACCESSIBLE AMERICAN CONCRETE INSTITUTE ACOUSTICAL ACOUSTICAL CEILING TILE AREA DRAIN ADDENDUM ADDITIONAL ADHESIVE ADJACENT ADJUSTABLE ADMINISTRATIVE ABOVE FINISH FLOOR AGGREGATE AIR HANDLING UNIT ALTERNATE ALUMINUM ANODIZED ACRYLIC PANEL APLD APPLIED APPROX APPROXIMATE ARCHITECT, ARCHITECTURAL ASBESTOS ASPHALT ASSEMBLY AMERICAN SOCIETY FOR TESTING MATERIALS ATTENUATION AUTOMATIC AVERAGE AMERICAN WELDING INSTITUTE BULLETIN BOARD BOARD BELOW BETWEEN BITUMINOUS BUILDING BLOCK BLOCKING BOTTOM OF DECK BEARING PLATE BACKER ROD BEARING BRICK BOTH SIDES BASEMENT BOTTOM BUILT UP ROOF BEVELED BOTH WAYS CABINET CAPACITY CAULKING CATCH BASIN CEMENTITIOUS BACKER UNIT CENTER TO CENTER, CUBICAL CURTAIN CEMENT CERAMIC CONTRACTOR FURNISHED, CONTRACTOR INSTALLED COUNTERFLASHING CUBIC FEET PER MINUTE CORNER GUARD CHAMFER CAST IRON CAST -IN -PLACE CIRCLE CIRCUMFERENCE CONTROL JOINT CHALKBOARD CRICKET CHAINLINK FENCE CEILING CLOSET CLEAR, CLEARANCE CLOSURE CENTIMETER CERAMIC MOSAIC TILE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMUNICATION COMBINATION COMPOSITION, COMPOSITE CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRIDOR CARPET CARPET TILE CARPET WALK OFF MAT COLD ROLLED COURSE CASING CERAMIC TILE CERAMIC TILE BASE COUNTER CTSK CU CUST CW CWK D DA DBL DEMO DEP DET DF DH DIAG DIAM DIM DIV DL DMP DMT DN DP DR DS DT DW DWG DWL DWR E E EA EB EL ELAST ELEC ELEV EMER ENC ENT EP EQ EQP ESC EW EXCAV EXH EXIST EXP EXT F FA FAB FAI FB FCO FD FE FEC FF FFE FGL FH FHS FIN FIO FLR FLUR FLX FND FO FOC FOF FOIC FOM FOS FP FR FRP FT FTG FUR FWC G GA GAL GALV GB GC GCMU GF GI GL GLF GO GP GR GSS GT GVL GWB COUNTERSUNK CUBIC CUSTODIAN COLD WATER CASEWORK DEEP, DEPTH DOUBLE ACTING DOUBLE DEMOLISH, DEMOLITION DEPRESSED DETAIL DRINKING FOUNTAIN DOUBLE HUNG DIAGONAL DIAMETER DIMENSION DIVISION DEAD LOAD DAMPER DEMOUNTABLE DOWN DAMPPROOFING DOOR DOWNSPOUT DRAIN TILE DRYWELL DRAWING DOWEL DRAWER EAST EACH EXPANSION BOLT ELEVATION ELASTOMERIC ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ENTRANCE EPDXY PAINT EQUAL EQUIPMENT ESCUTCHEON EACH WAY EXCAVATE EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM OR FRESH AIR FABRIC FRESH AIR INTAKE FACE BRICK FLOOR CLEANOUT FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR ELEVATION FIBERGLASS FIRE HYDRANT FIRE HOSE STATION FINISH FURNISHED AND INSTALLED BY OWNER FLOOR FLUORESCENT FLEXIBLE FOUNDATION FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FACE OF MASONRY FACE OF STUDS FIREPROOF FRAMING FIBERGLASS REINFORCEMENT PANEL FOOT OR FEET FOOTING FURRING FABRIC WALL COVERING GAUGE, GAGE GALLON GALVANZIED GRAB BAR GENERAL CONTRACTOR GLAZED CONCRETE MASONRY UNITS GROUND FACE GALVANIZED PIPE GLASS OR GLAZING GLASS FIBER GLAZED OPENING GALVANIZED PIPE GRADE, GRADING GALVANIZED SHEET STEEL GROUT, GLASS TILE GRAVEL GYPSUM WALL BOARD GYP H HB HC HD HDBD HDR HDW HDWD HM HORIZ HR HSS HT HTG HTR HVAC HW 1 ICMU ID IE IF INCA INCL INFO INSUL INT INTG INV J JAN JB JF JST JT K KD KG KIT KO KPL L LAB LAM LAV LB LBL LBR LIB LIN LIN LKR LL LMB LMS LNDG LPT LT LTL LVR LW M M MAINT MAS MAT MAX MBD MBR MCB MD MDF MEB MECH MED MET MEZZ MFR MH MIN MIR MISC MLD MM MO MOD MR MT MTL MULL MWK N NB NIC NO GYPSUM HOSE BIB HOLLOW CORE, HANDICAP OR HANDICAPPED HEAVY DUTY OR HARD HARDBOARD HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HOLLOW STRUCTURAL SECTION HEIGHT HEATING HEATER HEATINGNENTILATION /AIR CONDITIONING HOT WATER INSULATED CONCRETE MASONRY UNIT INSIDE DIAMETER INVERT ELEVATION INSIDE FACE INCANDESCENT INCLUDE INFORMATION INSULATION INTERIOR INTEGRATED INVERT ELEVATION JANITOR JUNCTION BOX JOINT FILLER JOIST JOINT KNOCKED DOWN OR KILN DRIED KILOGRAM KITCHEN KNOCKOUT KICKPLATE LENGTH, LONG LABORATORY LAMINATE LAVATORY LAG BOLT OR POUND LABEL LUMBER LIBRARY LINOLEUM LINEAL, LINEAR LOCKER LIVE LOAD LIQUID MARKER BOARD LIMESTONE LANDING LOW POINT LIGHT LINTEL LOUVER LIGHT WEIGHT METER MAINTENANCE MASONRY MATERIAL MAXIMUM MINERAL BOARD MEMBRANE METAL CORNER BEAD METAL DECK MEDIUM DENSITY FIBERBOARD METAL EDGE BAND MECHANICAL MEDIUM METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MILLIMETER MASONRY OPENING MODULAR MOISTURE RESISTANT MOUNTED METAL MULLION MILLWORK NORTH NO BASE NOT IN CONTACT NUMBER NOM NR NRC NTS 0 OA OC OD OFF OFS OH OPH OPNG OPP OTA OWJ OWP OZ P P PAR PB PBD PC PCF PDR PE PED PER PERF PERP PFB PFN PFT PK PL PLAM PLAS PLBG PLF PNL PNT POL PP PR PROP PS PSF PSI PT PTB PTD PTDR PTN PTR PVMT PVS PWD PINT Q QT QTB QTY R RA RB RBR RBST RBT RD RDWY RECP REF REFR REINF REM REQ RES RET REV RF RFG RFH RFL RL RM RO RP RSTR RTU RWL S S SA SAN SAP SAT NOMINAL NOISE REDUCTION NOISE REDUCTION COEFFICIENT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OR OVERFLOW DRAIN OFFICE OVERFLOW SCUPPER OVERHEAD OPPOSITE HAND OPENING OPPOSITE OPEN TO ABOVE OPEN -WEB JOIST OPERABLE WALL PANEL OUNCE PAINT PARALLEL PANIC BAR OR PUSH BUTTON PARTICLE BOARD PORTLAND CEMENT OR PRECAST, POLISHED CONCRETE POUNDS PER CUBIC FOOT PAIR OF DOORS PORCELAIN ENAMEL PEDESTAL PERIMETER PERFORATED PERPENDICULAR PREFABRICATED PREFINISHED PORCELAIN FLOOR TILE PARKING PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAL FOOT PANEL PAINT POLISHED POWER POLE PAIR PROPERTY PROJECTION SCREEN, SEMI -GLOSS PAINT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PORCELAIN TILE BASE PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTABLE PARTITION PAPER TOWEL RECEPTOR PAVEMENT POLYVINYL CHLORIDE PLYWOOD PORCELAIN WALL TILE QUARRY TILE QUARRY TILE BASE QUANTITY RADIUS OR RISER RETURN AIR RESILIENT BASE, RUBBER BASE RUBBER RUBBER STAIR TREADS & RISERS RABBET ROOF DRAIN ROADWAY RECEPTACLE REFERENCE REFRIGERATOR REINFORCE REMOVE REQUIRE RESILIENT RETURN REVISION, REVISED RUBBER FLOORING ROOFING ROOF HATCH REFLECTIVE RAILING ROOM ROUGH OPENING RESTROOM PARTITION RUBBER STAIR TREADS AND RISERS ROOF TOP UNIT RAIN WATER LEADER SOUTH SOUND ABSORPTIVE SANITARY SOUND ABSORBING PANELS SUSPENDED ACOUSTICAL TILE SBLK SC SCD SCH SD SDS SDT SECT SF SFLR SGWB SH SHT SHTG SHWR SIM SJ SK SL SLD SLV SM SND SNDR SNR SNT SOG SP SPC SPEC SPK SQ SS STC STD STG STL STN STO SUSP SV SVC SWD SYM SYN SYS T T &G TB TEL TEMP THD THK THR THRU TKBD TKS TOB TOC TOF TOL TOP TOS TOW TP TPD TPG TPH TPTN TRANSL TRANSP TS TSTAT TV TWB TWC TWP TYP TZ U UC UG UH UNF UNO UV V VAC VAR VCT VENT VERT VEST VG VIF VJ VNR VOL VR VSAT SPLASH BLOCK SOLID CORE, SEALED CONCRETE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SOLID SURFACING STATIC DISSIPATIVE TILE SECTION SQUARE FOOT, STORE FRONT SUBFLOOR SUSPENDED GWB SHELF SHEET SHEATHING SHOWER SIMILIAR STEEL JOIST SINK SLOPE SEALED SLEEVE SHEET METAL SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPENSER AND RECEPTACLE SANITARY NAPKIN RECEPTACLE SEALANT SLAB ON GRADE SOUNDPROOF SPACE SPECIFICATION SPEAKER SQUARE STAINLESS STEEL SOUND TRANSMISSION CLASS, STAINED CONCRETE STANDARD SEATING STEEL SNOTE STORAGE SUSPENDED SHEET VINYL SHEET VINYL COVE BASE SUSPENDED WOOD CEILING SYMMETRICAL SYNTHETIC SYSTEM TREAD TONGUE & GROOVE TOWEL BAR, TACK BOARD TELEPHONE TEMPERATURE OR TEMPERED OR TEMPORARY THREAD THICK, THICKNESS THRESHOLD THROUGH TACKBOARD TACKSTRIP TOP OF BEAM TOP OF CURB OR CONCRETE TOP OF FOOTING TOLERANCE TOP OF PARAPET TOP OF STEEL OR SLAB TOP OF WALL TELEPHONE POLE TOILET PAPER DISPENSER TOPPING TOILET PAPER HOLDER TOILET PARTITION TRANSLUCENT TRANSPARENT TUBE STEEL THERMOSTAT TELEVISION TREATED WOOD BLOCKING TACKABLE WALL COVERING TACKABLE WALL PANEL TYPICAL TERRAZZO UNDERCUT UNDERGROUND UNIT HEATER UNFINISHED UNLESS NOTED OTHERWISE UNIT VENTILATOR VACUUM VARIABLE, VARIES, VARNISH VINYL COMPOSITION TILE VENTILATE, VENTILATION VERTICAL VESTIBULE VERTICAL GRAIN VERIFY IN FIELD V -JOINT VENEER VOLUME VAPOR RETARDER VINYL SUSPENDED ACOUSTICAL TILE VWC VINYL WALL COVERING W W WATER, WIDTH OR WEST W.O WITHOUT W/ WITH WB WOOD BASE WC WATER CLOSET WD WOOD WDC WINDOW COVERING WDP WOOD PANELED WALLS WF WIDE FLANGE WGL WIRE GLASS WIN WINDOW WM WIRE MESH WP WATERPROOF WPT WORKING POINT WR WATER RESISTANT WREC WASTE RECEPTACLE WS WELD STUD WSCT WAINSCOT WSTP WATERSTOP WTWC WALL TALKERS WALL COVERING WWF WELDED WIRE FABRIC X x BY XST EXPOSED STRUCTURE Y YD YARD Ok t 3 2 -E F1 F2 F3 F4 F5 F6 INCHES NUMBER OR POUND PERCENT AND FOOT PER AT PLUS OR MINUS PLATE CENTERLINE ANGLE FLOWLINE DIIAMETER DEGREE GRID NUMBER / LETTER EXTERIOR ELEVATION LETTERS SHEET WHERE SHOWN BUILDING SECTION LETTERS - SHEET WHERE SHOWN WALL SECTION LETTERS SHEET WHERE SHOWN DETAIL NUMBER SHEET WHERE SHOWN DETAIL NUMBER ON SAME SHEET ON SAME SHEET INTERIOR ELEVATION NUMBER MULTIPLE FINISHES NONE EXISTING AS SPECIFIED CLEAN CLEAN AND SEAL CLEAN, WAX AND BUFF CONCRETE HARDENER AND SEALER CONCRETE HARDENER, SEALER AND POLISH GENERAL DIMENSIONING NOTES 1. AT CMU VENEER AND STUD EXTERIOR CONSTRUCTION. DIMENSIONS ARE FROM FACE OF WALL. 2.AT METAL STUD WALLS DOOR OPENINGS ARE LOCATED BY THEIR JAMB DETAILS, TYPICAL (SEE DOOR SCHEDULE). DOOR AND RELITE OPENINGS ARE DIMENSIONED ON PLANS TO THE CENTER OF OPENING UNLESS NOTED OTHERWISE. 3. REFER TO OTHER SHEETS FOR OBJECTS NOT SHOWN ON DIMENSION PLANS. SOME ITEMS ARE NOT SHOWN ON DIMENSION PLANS FOR CLARITY. 4.AT METAL STUD WALLS, DIMENSIONS ARE TO FINISHED FACE (INCLUDING SHAFT WALL STUDS), UNO. 5.STOREFRONT SYSTEMS ARE LOCATED BY USING DETAILS OR ELEVATIONS, UNO. DIMENSION PLAN NOTES l•U��RI i•aaaI STEEL BATT INSULATION BOARD INSULATION CEMENTIOUS BACKER UNITS FINISH WOOD FINISH WOOD DETAL FRAMING LUMBER MATERIAL SYMBOLS N Y i V U 0 C 0 0 0 0 C 0000 0 00C o °o °o °oc 2 TYPE NAME WALL DESIGNATOR ROOM NAME 101 (10001) (■1) FIRST FLOOR FIN. FL. 100'-6" PROJECT NORTH 110' -3" 98'4" SHEET NUMBER WALL TYPE ROOM NAME ROOM NUMBER DOOR NUMBER WINDOW/ RELITE TYPE KEYED NOTE REVISION LEVEL LINE NORTH ARROW PROJECT NORTH ARROW SPOT ELEVATION BOTTOM ELEVATION WHERE OCCURS CENTER LINE — — PROPERTY LINE REFERENCE SYMBOLS ALUMINUM ACT BLOWN -IN INSULATION PLYWOOD GYPSUM WALLBOARD BLOCKING OR SHIMS BRICK REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION r -4 • 4 . - 119 CONCRETE MASONRY UNITS TERRAZO ASPHALTIC CONCRETE GWB CEILING OR PRECAST CONCRETE EARTH GRAVEL REGr:3vEtJ CONCRETAT�r OF TUKWILA OCT 022012 PERMIT CENTER ADVANCED "EOIOL(Y CON I. ON Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251 -9781 • • 0 as 0 z W c a 2 .0. CO a� < w'0 {- N d ax O 'L r- W a , -N �W LU W I-o <w 2z 0 0 W J nW CO C CO Cr) Cis miaow H tQ z }+ CD CI Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Author JP Revisions Date Description GENERAL ARCHITECTURE NOTES A0.01 C: \Local Revit Fils\21211 central kfoulkrod.rvt FLOOR OR ROOF DECK WALL TYPES WALL TYPES HAT CHANNEL - FURRING F /HC1 25 GA., ASTM C645, ZINC PROTECTIVE COATING STEEL 3/4" U- CHANNEL @ 16" O.C. 5/8" GWB -ASTM C1396, TYPE "X" EA SIDE WALL TYPES HAT CHANNEL - FURRING FS1 1 1/2 ", EXTRUDED POLYSTYRENE W/ TAPED JOINTS. ASTM C1289 TYPE I, CLASS 1, 25 PSI COMPRESIVE STRENGTH R -10 BOARD INSUL. 1 -5/8" 20 GA. , ASTM A653 STEEL STUD @ 16" 0.C. 5/8" GWB - ASTM C1396, TYPE "X" EA SIDE 1" FIBERGLASS SILL INSUL.- COMPRESSED TO FILL VOID 16 GA. PLATE PER 37/S2.4 CN ACOUSTICAL SEALANT, BOTH SIDES INSULATED HEAD DETAIL @METAL STUDS WALL TYPES METAL STUDS - EXTERIOR S6 /FCP WALL TYPES METAL STUDS - INTERIOR 2 1/2" Z -GIRTS @ 16" O.C. MAX ASTM C1186, TYPE A GRADE II; ASTM E136, NONCOMBUSTIBLE MATERIAL; ASTM E84 FLAME SPREAD 0 & SMOKE DEVELOPED, 1/2" (5) FIBER CEMENT PNL SIDING PRESSURE WELDED TRIPLE LAYER, SPUN BONDED POLYPROPYLENE WRB W/ AIR LEAKAGE <.0019 cfm /sq ft; MOISTURE VAPOR TRANSMISION RATE: 50 perms; WATER RESISTANCE: PASS GREATER THAN 24 HRS. ASTM C1177, SILICONE TREATED WATER RESISTANT GYPSUM CORE 1/2" GYPSUM SHEATHING ASTM C665, TYPE,1 PASSING ASTM E84, GLASS FIBER BLANKET R -21 BATT INSUL 600S612 -43 STEEL STUD @ 16" O.C. 2 ", EXTRUDED POLYSTYRENE W/ TAPED JOINTS. ASTM C578, TYPE IV, 25 PSI COMPRESIVE STRENGTH R -13 BOARD INSUL. 5/8" GWB - ASTM C1396, TYPE "X" WALL TYPES DEMOUNTABLE PARTITION EXISTING DEMOUNTABLE PARTITION FOLLOW STRUCT. ELEMENTS W/ GWB, TYP. FLOOR OR ROOF DECK 1" FIBERGLASS SILL INSUL.- COMPRESSED TO FILL VOID 16 GA. PLATE PER 37/S2.4 N 0 ACOUSTICAL SEALANT, BOTH SIDES ACOUSTICAL HEAD DETAIL @ METAL STUDS FOLLOW STRUCT. ELEMENTS W/ GWB, TYP. 1. FOR TYPICAL DEFLECTION TRACK DETAILS @ METAL STUD PARTITIONS, SEE DETAIL THIS PAGE. 2. PROVIDE @ 4' -0" O.C. MAX. SPACING 3. PROVIDE FOR STRUCTURAL BEAM, JOIST, AND BRIDGING PENETRATIONS THROUGH ACOUSTICAL, SMOKE -, AND FIRE RATED PARTITIONS. CUT GWB AROUND ELEMENTS W/ 1/2" JOINT & SEAL ACCORDINGLY AS INDICATED ABOVE. 4. WHERE PARTITIONS ARE INDICATED TO BE BOTH FIRE -RATED & ACOUSTICAL, FIRE - RATING DETAILS SHALL TAKE PRECEDENCE. 1 5/8" 25 GA. STEEL STUD @ 8' -0" 0.C. 2" x 2" MTL ANGLE (2) #8 SCREWS 1 5/8" 25 GA. STEEL STUD @ 8' -0" O.C. 2" x 2" MTL ANGLE (2) #8 SCREWS ROOF DECK OR COMPOSITE DECK ABOVE 2" x 2" MTL ANGLE CUT EXIST CLG GRID WHERE BRACING OCCURS DEMOUNTABLE PARTITION BRACING BRACE @8'O.C. ROOF DECK OR COMPOSITE DECK ABOVE 2 "x2 "MIL ANGLE PARTIAL HGT PARTITION BRACING BRACE @ 8' O.C. TYPICAL INTERIOR PARTITION HEAD DETAILS SCALE: 1 1/2" =1' -0" 116 GA x 8" WIDE @ 2'-0" 0.C., ATTACH TO DECK W/ 2-#10 TEK SCREWS PER FLUTE CONT 14 GA, DEEP TRACK w /2-#10 SCREWS TO EACH E 14 GA., (DO NOT FASTEN TO STUDS OR TOP TRACK 1 112" OR 1 1/4" ANTICIPATED LIVE LOAD DEFLECTION CONT 14 GA, DEEP TRACK w /2-#10 SCREWS TO DECK FLUTES @ 24" (DO NOT FASTEN TO STUDS OR TOP TRACK S4a ASTM C665, TYPE 1 PASSING ASTM E136 BATT INSUL @ ACOUSTICAL WALLS 3 -5/8" 20 GA., ASTM A653 STEEL STUD @ 16" O.C. 5/8" GWB - ASTM C1396, TYPE "X" EA SIDE S4b SAME AS S1 EXCEPT 6" STUD IN LIEU OF 3 5/8" S4c ASTM C665, TYPE 1 PASSING ASTM E136 BATT INSUL @ ACOUSTICAL WALLS 3 -5/8" 20 GA., ASTM A653 STEEL STUD @ 16" O.C. 18 GA SHEET STEEL 5/8" GWB - ASTM C1396, TYPE "X" EA SIDE S4d ASTM C665, TYPE 1 PASSING ASTM E136 BATT INSUL @ ACOUSTICAL WALLS WALL TYPES - CMU WALLS M1 1 1/2 ", EXTRUDED POLYSTYRENE W/ TAPED JOINTS. ASTM C1289 TYPE I, CLASS 1, 25 PSI COMPRESIVE STRENGTH R -10 BOARD INSUL. 8" CMU EXIST WALL 1/2" AIR SPACE 5/8" GWB - ASTM C1396, TYPE "X" EA SIDE M2 16 GA., ASTM A653, GALVANIZED STEEL 3/4" U- CHANNEL @ 16" O.C. 3 -5/8" 20 GA., ASTM A653 STEEL STUD @ 16" O.C. 8" CMU, RE 1/S2.01 FOR TYPE 1. WALL TYPES TO DO NOT INCLUDE WALL FINISHES. SEE FINISH SCHEDULE FOR WALL FINISH INFORMATION. 2. ALL FIRE RATED WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH TESTING AGENCY REQUIREMENTS. REFER TO SPECIFIC TEST REPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. 3. ALL INTERIOR WALLS WHERE ACOUSTIC INSULATION IS INDICATED ARE CONSIDERED ACOUSTIC WALLS; SEE WALL TYPE FOR REQUIREMENTS. 4. AT STEEL STUD WALLS WHICH DO NOT EXTEND TO STRUCTURE, PROVIDE BRACE AT CENTERLINE OF DOOR OPENINGS. ALSO, AT WALL HUNG CABINETS, USE DOUBLE STUDS AND PROVIDE BRACING AT 3' -0" O.C. 5. AT STEEL STUD WALLS, BLOCKING /BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS: A. WALL MOUNTED COUNTERS B. WALL MOUNTED ACCESSORIES AND EQUIPMENT C. WALL MOUNTED DOORSTOPS D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND /OR CLOSURES E. TOILET ROOM PARTITIONS AND ACCESSORIES F. OTHER LOCATIONS AS REQ. BY THE ARCHITECT AND INDUSTRY STANDARDS 6. AT RATED GWB WALLS REQUIRING CONTROL JOINTS, SEE DETAIL 7. AT NON -RATED WALLS INTERSECTING COLUMNS SEE DETAIL 8. AT RATED WALLS INTERSECTIONG COLUMNS SEE DETAIL 9. COLUMNS WITHIN EXTERIOR WALLS ARE TO BE FIRE RATED AND FULLY ENCAPSULATED INCLUDING THE CONNECTION TO THE ROOF STRUCTURE. SEE ARCHITECTURAL PLANS AND WALL SECTIONS FOR EXTENT. 5/8 "GWB- ASTM C1396, WALL TYPE GENERAL NOTES TYPE "X" EA SIDE WALL TYPES METAL STUDS - SHAFT WALLS 3 -5/8" 20 GA., ASTM A653 STEEL STUD @ 16" O.C. 5/8" GWB -MR - M2TECH OR APPROVED EQUAL WATER & MOLD RESISTANT PANELS, ASTM C1278, C1396, C1178 & RATED 10 BY INDEPENDENT TEST ASTM D3273 FOR MOLD RESISTANCE TYP TOP TRACK SCREWED TO STUDS w/ #10 WAFER - HEAD SCREWS TYP TOP TRACK SCREWED TO STUDS w/ #10 WAFER - HEAD SCREWS MME ROOM DEFLECTION TRACK @ BOTTOM OF DECK SW1a 5/8" GWB - ASTM C1396, TYPE "X" 6" 16 GA., GRADE D, ASTM A653 GALVANIZED STEEL STUD @ 16" O.C. SW1 b 5/8" GWB - ASTM C1396, TYPE "X" 1 -5/8" 20 GA., ASTM A653 STEEL STUD @ 16" O.C. b WALLS WITH CERAMIC TILE FINISH (SEE FINISH SCHEDULE), WHERE TILE OCCURS USE SUBSTRATE AS DESCRIBED BELOW PARTIAL VERTICAL SECTION 5/8" GWB -MR CERAMIC TILE SEE FINISH SCHEDULE 5/8" GWB TILE BACKER WALLS WITH FRP FINISH (SEE FINISH SCHEDULE), WHERE FRP OCCURS USE SUBSTRATE AS DESCRIBED BELOW PARTIAL VERTICAL SECTION LOWERCASE LETTER INDICATES VARIENT OF WALL TYPE # INDICATES SEQUENCE WITHIN WALL STRUCTURE TYPE LETTER INDICATES BASIC WALL STRUCTURE. M = MASONRY C = CONCRETE S = STEEL STUDS SW = SHAFT WALL S = INDICATES FULL HEIGHT ACOUSTICAL WALL TO UNDERSIDE OF FLOOR OR ROOF DECK w/ BATT INSULATION & ACOUSTICAL ACCESSORIES, R -11 FOR 3 -5/8" STUDS & R -19 FOR 6" STUDS REFERENCE ACOUSTICAL HEAD DETAIL THIS SHEET 5/8" GWB -MR FRP BOARD TRIM FRP BOARD 5/8" GWB TILE BACKER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION I M2s P = INDICATES PARTIAL HEIGHT WALL, SEE INTERIOR ELEVATIONS FOR WALL HEIGHTS WALL TYPE SYMBOL LEGEND RECEIVED CITY OF TUKWILA DEC 1 2 2012 PERMIT CENTER SCALE: 1/8"=11-0" ci) oi) < W<0 H N CO X - oU an Cl), 1- N w' w0 CC I-0 N aw Z 0 �a 0 ,ow r W H ADVANCE TECHNOLOGY CONS ;. U TIO Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 V E 0 F— MPROVEMENT I— z z w I- Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KF JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW WALL TYPES A0.02 C: \Local Revit Files\21211 central_kfoulkrod.rvt FINISH ABBREVIATIONS FLOOR & BASE Fl As Specified F2 Clean F3 Clean & Seal F4 Clean, Wax & Buff F5 Concrete Hardener & Sealer F6 Concrete Hardener, Sealer & Polish None GENERAL NOTES WALL CT EP FF FRP PS PTB PINT WC Ceramic Tile Epoxy Paint Factory Finish Fiber Reinfoced Panel Paint Paint Semi -Gloss Porcelain Tile Base Porcelain Wall Tile Wallcovering None CEILING EP Epoxy Paint FF Factory Finish P Paint PS Paint Semi -Gloss None 1. FOR CEILING HEIGHT INFORMATION REFER TO REFLECTED CEILING PLANS. 2. ALL FINISHES AND RUBBER BASE TO EXTEND UNDER ALL MOVEABLE CASEWORK AND EQUIPMENT. 3. ALL FLOORING / COLOR TRANSITIONS, WHERE REQUIRED SHALL BE CENTERED UNDER DOOR. 4. VERIFY, WITH ARCHITECT, CARPET INSTALL DIRECTION PRIOR TO ORDERING MATERIAL AND INSTALLATION. 5. P -1 @ ALL EXPOSED SURFACES UNO. 6. ALL FINISHES TO BE CLASS A. CODED NOTES 1. REFER TO FLOOR PLANS FOR MULTIPLE FINISH LOCATIONS. 2. P* = OWNER TO SELECT ACCENT PAINT IN THIS ROOM. 3. WAINSCOT HEIGHT TO MATCH (E) WC 1106 & 1107. 4. FRP -1 HEIGHT TO BE 4' -O" AFF. MATERIAL ABBREVIATIONS MATERIAL ABBREVIATIONS: FLOOR CPT CT RF SC WOM -E Carpet Ceramic Tile Resilient Flooring Sealed Concrete Walk -off Mat Existing BASE RB Rubber Base RFCB Resilient Floor Intregral Cove Base -E Existing WALL CBU CONC CMU DMP GWB GWB -MR SF -E Cementitious Backer Unit Concrete Concrete Masonry Unit Demounable Partition Gypsum Wall Board Gypsum Wall Board Moisture Resistant Store Front Existing FINISH & COLOR SCHEDULE CODED NOTES COLOR APPLICATION CODE DESCRIPTION MANUFACTURER MFGR. REFERENCE NUMBER FLOORS SOUTH WEST MATERIAL FINISH MATERIAL EXISTING DISPENSERY, LAB, MME -E EXISTING EXISTING EXISTING CPT -1 CARPET, MODULAR SHAW CONTRACT UNITY TILE 59416 CULTIVATED KELLY, 14335 CLINIC CT -1 CERAMIC TILE DALTILE MATCH EXISTING MATCH EXISTING CLINIC TOILETS RF -1 RESLIENT, SHEET JOHNSONITE CONTRACT PLUS 471 TIGER LILY CLINIC RF -2 RESLIENT, SHEET JOHNSONITE CONTRACT PLUS 473 GINGER ROOT LAB, MME WOM -1 CAREPT, MODULAR SHAW CONTRACT TBD TBD LOBBY BASE GWB P -1 -E -E -E EXISTING EXISTING EXISTING EXISTING THROUGHOUT DALTILE MATCH EXISTING MATCH EXISTING CLINIC TOILETS CT -3 CERAMIC TILE BASE RB -1 RUBBER BASE, 4" ROPPE 700 SERIES MATCH EXISTING THROUGHOUT RFCB -1 RESILIENT COVE BASE JOHNSONITE CONTRACT PLUS 471 TIGER LILY CLINIC GWB 473 GINER ROOT LAB RFCB -2 WALLS RESILIENT COVE BASE JOHNSONITE CONTRACT PLUS GWB P -1 ACT -1 FF CT -2 CT -2 DALTILE MATCH EXISTING MATCH EXISTING CLINIC TOILETS EP -1 EPDXY PAINT TBD TBD TBD CLINIC, MME TOILETS FRP -1 FIBER REINFORCED PANEL MARLITE PEBBLED TEXTURE TBD MME TOILET P -1 FIELD PAINT BENJAMIN MOORE OC -39 TIMED WHITE THROUGHOUT P -2 ACCENT PAINT TBD TBD TBD CLINIC WC -1 WALLCOVERING CARNEGIE ETCH 8002 26 CLINIC CEILING GWB P -1 GWB P -1 GWB -E EXISTING EXISTING EXISTING EXISTING THROUGHOUT ACT -1 ACOUSTICAL CEILING TILE ARMSTRONG 3156, OPTIMA OPEN PLAN SQUARE LAY -IN, HUMIGUARD PLUS WHITE THROUGHOUT MISC -E -E -E -E -E PLAM -1 PLASTIC LAMINATE WILSONART 7941K -18 TAN ECHO CLINIC, MME, LAB VERTICAL PLAM -2 PLASTIC LAMINATE PIONITE AV100 SUEDE GATEWAY TO THE FUTURE CLINIC, MME, HORIZONTAL PLAM -3 PLASTIC LAMINATE PIONOTE AV801 SUEDE OLIVE SERENITY CLINIC, HORIZONTAL SDS -1 CHEMTOP 2 FORMICA 7813 -CT CARDBOARD SOLIDZ CHEMTOP2 LAB, HORIZONTAL -E CPT -1 F2 C: \Local Revit Files\21211 central_kfoulkrod.rvt FINISH ABBREVIATIONS FLOOR & BASE Fl As Specified F2 Clean F3 Clean & Seal F4 Clean, Wax & Buff F5 Concrete Hardener & Sealer F6 Concrete Hardener, Sealer & Polish None GENERAL NOTES WALL CT EP FF FRP PS PTB PINT WC Ceramic Tile Epoxy Paint Factory Finish Fiber Reinfoced Panel Paint Paint Semi -Gloss Porcelain Tile Base Porcelain Wall Tile Wallcovering None CEILING EP Epoxy Paint FF Factory Finish P Paint PS Paint Semi -Gloss None 1. FOR CEILING HEIGHT INFORMATION REFER TO REFLECTED CEILING PLANS. 2. ALL FINISHES AND RUBBER BASE TO EXTEND UNDER ALL MOVEABLE CASEWORK AND EQUIPMENT. 3. ALL FLOORING / COLOR TRANSITIONS, WHERE REQUIRED SHALL BE CENTERED UNDER DOOR. 4. VERIFY, WITH ARCHITECT, CARPET INSTALL DIRECTION PRIOR TO ORDERING MATERIAL AND INSTALLATION. 5. P -1 @ ALL EXPOSED SURFACES UNO. 6. ALL FINISHES TO BE CLASS A. CODED NOTES 1. REFER TO FLOOR PLANS FOR MULTIPLE FINISH LOCATIONS. 2. P* = OWNER TO SELECT ACCENT PAINT IN THIS ROOM. 3. WAINSCOT HEIGHT TO MATCH (E) WC 1106 & 1107. 4. FRP -1 HEIGHT TO BE 4' -O" AFF. MATERIAL ABBREVIATIONS MATERIAL ABBREVIATIONS: FLOOR CPT CT RF SC WOM -E Carpet Ceramic Tile Resilient Flooring Sealed Concrete Walk -off Mat Existing BASE RB Rubber Base RFCB Resilient Floor Intregral Cove Base -E Existing WALL CBU CONC CMU DMP GWB GWB -MR SF -E Cementitious Backer Unit Concrete Concrete Masonry Unit Demounable Partition Gypsum Wall Board Gypsum Wall Board Moisture Resistant Store Front Existing CEILING MISC. ACT Acoustical Ceiling Tile PLAM Plastic Laminate OTA Open To Above SGWB Suspended GWB -E Existing REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION REGtivLL) CITY OF TUK1 tILA OCT 0 2 2012 PERMIT CENTER on) 4-1 mr M a, < co w� N Q W <4 6 0 U- 0 W co Cl) a, H W •— ^ I—o Uv Z < 2z 0 x 0 CD W -4 r- W AOVA IC: I;) TECHNOLOGY CONSTROCTiON Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax (425)251 -9781 V 0 as w MPROVEMENT 6835 Fort Dent Way, Tukwila, WA 98188 Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KG JP Revisions Date Description ROOM FINISH SCHEDULE A0.03 CEILING CODED NOTES BASE WALLS ROOM NU MBER ROOM NAME FLOOR SOUTH WEST MATERIAL FINISH MATERIAL FINISH MATERIAL NORTH EAST MATERIAL FINISH MATERIAL FINISH FINISH MATERIAL FINISH MATERIAL FINISH SF /P -1 GWB P -1 GWB P -1 ACT -1 FF 1. 1000 ENTRY CPT- 1/WOM -1 F2 RB -1 F2 SF /GWB SF /P -1 SF /GWB WC -1 GWB P -1 GWB P -1 -E -E 1100 CORRIDOR CPT -1 F2 RB -1 F2 GWB P -1 GWB GWB P -1 GWB WC -1 ACT -1 FF 1. 1102 RECEPTION CPT -1 F2 RB -1 F2 GWB P -1 -- -- P -1 GWB P -1 GWB P -1 ACT -1 FF 1103 OFFICE CPT -1 RB F1 GWB P -1 GWB F2 -1 GWB WC -1 GWB WC -1 /P -1 ACT -1 FF 1. 1104 IV F3 RFCB -1 F3 GWB P -1 SF /GWB SF /P -1 RF -1 RF -1 F3 RFCB -1 F3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1105 IV MIXING -E E -E -E -E -E -E -E -E -E -E -E -E 1106 W/C -E -E _ -E -E -E -E -E -E -E -E -E -E -E -E FF 1. 1107 1110 W/C CORRIDOR A -E CPT -1 F2 RB F2 GWB P -1 GWB P -1 GWB P -1 GWB P -2 ACT -1 -1 P -2 GWB P -1 GWB P -2 ACT -1 FF FF 1. CPT -1 F2 RB -1 F2 GWB P -2 GWB 1111 1111A MA AREA CLEANING CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 GWB P -1 GWB P -1 ACT -1 FF 1112 RECORDS RF -1 F3 RB -1 F2 GWB P -1 GWB P -1 P -1 GWB GWB P -1 P -1 GWB GWB P -1 P -1 ACT -1 ACT -1 FF FF 1113 MODALITY RF -1 F3 RFCB -1 F3 GWB P -1 GWB 1113 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1114 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB CT- 2 /EP -1 GWB -MR/CB CT- 2 /EP -1 GWB -MR/CB CT- 2 /EP -1 SGWB EP -1 3. 1115 W/C _ CT -1 F2 - ._ - - -1— F2 CT -3 F2 GWB -MR/CB U CT- 2 /EP -1 GWB -MR /CB U CT -3 F2 GWB -MR /CB U CT-2/EP-1 GWB - MR/CB U CT- 2 /EP -1 GWB - MR/CB CT- 2/EP -1 GWB - MR/CB CT- 2/EP -1 SGWB EP -1 1116 W/C CT -1 P -1 GWB P -1 GWB P -1 ACT -1 FF RFCB -1 F3 GWB P -1 GWB CONSULT RF -1 F3 1201 1202 RFCB -1 F3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF CONSULT RF -1 F3 P -1 GWB P -1 GWB P -1 ACT -1 FF RF -1 F3 RFCB -1 F3 GWB P -1 GWB 1203 CONSULT P -1 GWB P -1 GWB P -1 ACT -1 FF 1204 CONSULT RF -1 F3 RFCB -1 F3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1205 RF -1 F3 RFCB -1 F3 GWB P -1 GWB CONSULT MODALITY RF -1 F3 RFCB -1 F3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1206 F3 RFCB -1 F3 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF RF -1 1207 1208 MODALITY RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF DR OFFICE CPT -1 F2 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF BACK WAITING CPT -1 F2 RB -1 1209 1210 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF P -1 GWB P -1 GWB P -1 ACT -1 FF DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB 1211 DR OFFICE CPT -1 F2 RB -1 F2 . GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1212 1213 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1214 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 1215 DR OFFICE CPT -1 F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF GWB P* GWB P* GWB P* ACT -1 FF 2. 1216 DR WRIGHT CPT -1 F2 RB -1 F2 GWB P* SF /GWB SF /P -1 GWB P -1 GWB P -1 -E -E RETAIL -E F2 RB -1 F2 GWB P -1 1300 1301 WORKSTATIONS /SHIPPING -E F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 -E -E CMU ( -E) -- GWB P -1 GWB P -1 ACT -1 FF 1302 SHIPPING /BACKSTOCK -E F2 RB-1 F2 CMU ( -E) -- 1400 OFFICE/WAITING -E F2 RB -1 F2 SF /GWB SF /P -1 GWB P -1 GWB P -1 GWB P -1 -E -E 1401 MME EQUIP SC F5 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 -E -E 4. 1402 WC RF -1 F3 RFCB -1 F3 GWB -MR EP -1 /FRP -1 GWB -MR EP -1 /FRP -1 GWB -MR EP -1 /FRP -1 GWB -MR EP -1 /FRP -1 SGWB EP -1 1403 MME1 -E F2 RB -1 F2 GWB P -1 SF /GWB SF /P -1 GWB P -1 GWB P -1 -E -E 1404 MME2 -E F2 RB -1 F2 SF /GWB SF /P -1 GWB P -1 GWB P -1 GWB P -1 -E -E 2000 CORRIDOR -E F2 RB -1 F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 -E -E GWB P -1 GWB P -1 GWB P -1 -E -E LUNCH -E F2 -E F2 GWB P -1 2001 TELEPHONE -E -E -E -E -E -E -E -E -E -E -E -E -E -E 2002 2003 JANITOR -E -E -E -E -E -E -E -E -E -E -E -E -E -E 2004 KITCHEN -E F2 -E F2 -E -E -E -E -E -E -E -E -E -E 2005 WOMEN'S -E F2 -E F2 -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E 2006 MEN'S -E F2 -E F2 -E -E -E -E -E -E -E -E -E -E 2007 OPEN UNFINISHED OFFICE -E -E -E -E -E -E 2008 OPEN UNFINISHED OFFICE -E -E -E -E -E P -1 -E P -1 -E -E -E -E -E 1. -E /P -1 GWB P -1 -- -- -- -- -E -E 2100 WAITING -E F2 RB -1 F2 DMP /GWB -E /P -1 GWB P -1 GWB P -1 DMP -E -E -E 1. 2101 CS -E F2 RB -1 F2 DMP /GWB 2102 CS HEAD -E F2 DMP F2 DMP -E -- -- DMP -E DMP -E -E -E P -1 GWB P -1 DMP -E GWB P -1 -E -E 2103 F3 DMP /RFCB -2 /F2F3 GWB PHLEB. RF -2 -E DMP /GWB -E /P -1 DMP -E DMP -E -E -E 2104 LC -MS RF -2 F3 DMP /RFCB -2 F2 /F3 DMP 2200 WORK ROOM -E F2 DMP F2 DMP -E -- -- DMP -E DMP -E -E -E 2201 PHYS. ED. -E F2 DMP /RB-1 F2 DMP -E DMP -E GWB P -1 DMP -E -E -E -E DMP -E GWB P -1 GWB P -1 -E -E 2202 LAB HEAD -E F2 DMP /RB -1 F2 DMP -E DMP -E DMP -E GWB P -1 -E -E 2203 HORMONE HEAD -E F2 DMP /RB -1 F2 DMP 2204 ACCOUNTING HEAD -E F2 DMP -RB -1 F2 DMP -E DMP -E DMP -E GWB P -1 -E -E 2204A ACCOUNTING -E F2 DMP /RB -1 F2 GWB P -1 DMP -E DMP -E GWB P -1 -E -E 2205 MARKETING -E F2 DMP F2 DMP -E DMP -E DMP -E DMP -E -E -E 2300 LC -MS /CHEMESRTY RF -2 F3 DMP /RFCB -2 F2 /F3 DMP -E -- -- DMP -E GWB P -1 -E -E 1. 2301 PROCESSING RF -2 F3 DMP /RFCB -2 F2 /F3 DMP -E GWB P -1 DMP -E DMP -E -E -E -E 2302 HORMONE RFCB -2 F3 DMP /RFCB -2 F2 /F3 DMP /GWB -E /P -1 DMP -E GWB P -1 DMP /GWB -E /P -1 -E 2303 ALLERGY HEAD -E F2 DMP /RB -1 F2 GWB P -1 DMP -E DMP -E GWB P -1 -E -E 2304 FREEZER/FRIDGE RF -2 F3 DMP /RFCB -2 F2 /F3 GWB P -1 -- -- DMP /GWB -E /P -1 GWB P -1 -E -E P -1 DMP /GWB -E /P -1 DMP /GWB -E /P -1 GWB P -1 -E -E 1. 2305 ALLERGY RF -2 F3 DMP /RFCB -2 F2 /F3 GWB DMP -E DMP -E GWB P -1 DMP -E -E -E 2306 STORAGE RF -2 F3 DMP /RFCB -2 F2 /F3 2307 IT /SERVER -E -E -E -E -E -E -E -E -E -E -E -E -E -E GWB P -1 GWB P -1 GWB P -1 GWB P -1 -E -E 2308 SHIPPING -E F2 RB -1 F2 C100 STAIRS -E F2 -E F2 -E P -1 -E P -1 -E P -1 -E P -1 -E -E C101 ELEVATOR -E -E -E -E -E -E -E -E -E -E -E -E -E -E C102 ELEVATOR MECH. -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E C103 FIRE -E -E -E -E JANITOR -E -E -E -E -E -E -E -E -E -E -E -E -E -E C104 C105 MECH. -E -E -E -E -E -E -E -E -E -E -E -E -E -E C106 ELECTRIC -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E -E STAIRS -E -E -E -E _C107 C200 STAIRS -E F2 -E F2 GWB P -1 GWB P -1 GWB P -1 GWB P -1 -E -E -E -E -E -E -E -E -E -E -E -E C201 ROOF ACCESS -E -E -E -E C202 ELEVATOR -E F2 -E F2 -E -E -E -E -E -E -E -E - - C207 STAIRS -E -E -E -E -E -E -E -E -E -E -E -E -E -E CEILING MISC. ACT Acoustical Ceiling Tile PLAM Plastic Laminate OTA Open To Above SGWB Suspended GWB -E Existing REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION REGtivLL) CITY OF TUK1 tILA OCT 0 2 2012 PERMIT CENTER on) 4-1 mr M a, < co w� N Q W <4 6 0 U- 0 W co Cl) a, H W •— ^ I—o Uv Z < 2z 0 x 0 CD W -4 r- W AOVA IC: I;) TECHNOLOGY CONSTROCTiON Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax (425)251 -9781 V 0 as w MPROVEMENT 6835 Fort Dent Way, Tukwila, WA 98188 Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KG JP Revisions Date Description ROOM FINISH SCHEDULE A0.03 C: \Local Revit Ffts\2121 1, central_kfoulkrod.rvt H z 0 05 ct W z 1- O CC LU G o W u O LU X 2/6 X6-,6 n06-,V b N 0 . 43/L Z-,9 „9 -,9 „9C 0 Z u_ W u_ aQ O 1- a Z Z U CO 0 N O cc 0 b z 0 O N a F- M aWOap W 2 di a 0 0 w¢ a CC «QW W W W W < ct ILI D Z L n=> (n PRIOR TO COMMENCING WITH DEMOLITION A "pre -demo inspection" is required. Contractors shall provide documentation that an "asbestos survey" has been completed. If needed, abatement procedures per "Puget Sound Clean Air Agency" shall be completed and documentation of compliance shall be provided at time of final inspection. 0> > V_ z z a O LL U 2 0 z`L O F- J W 2 W 0 (■ r- wZa > J0 aa• W 0 L_:r ce O -`� 0q' F- N Z co CD u_ u- z < E r- 0 0 z¢ UZ ( z 0 H J 0 w 0 0 J LL i N 0 L mU o> H O 4.� Ckw Oa W - co 0 CO m 0 W I- 0' 0 0 W g 0W 0)2 w�LU 0mw g o0 r- CO w L_ CC U) O = O l- a Lu 0 cc 0 D u_ CD g 00 wa Lil CC n0 - ,C us oa Wg0LL 124 LL w ti 1- Z O 0 u_ Z O < oza O 12 u- U 0 Q 111Qa O • WQ 2 co F- nW0O> 0 w j0a > Z Y 0 u w 0 W O O Z a LL0 1- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION z 0 J 0 W c 0 0 J IL SCALE: 1/8" =1' -0" RE L)vt.i) CITY OF TUIVM.A OCT 02 2012 PERMIT CENTER W om ADVANCED ITCHNOLOGY CONSTRIXTON Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 2515483 Fax: (425) 251 -9781 MPROVEMENT 6835 Fort Dent Way, Tukwila, WA 98188 Date: Issue Date Job No.: 21211 Drawn By: C Laegreid Checked by: Checker Filename: Revisions Date Description DEMO PLANS D0.01 10' - 0" NEW CONC PAD FOR NEW MECH UNIT 1 • • ' latinOgrang.,,,=. 7:41'2EVIRMIMILME.: - - numilmi umpoliii •r • lila MIME 111.111111111111 MIN 1111111MIN 1111 Mill nommun , ••••••1 _Il !!!!!!i % unini% IIMMO•M•N I OMMEMMIP 1 MOMMMEMMI SOMMIll SINIMMENEJ MIME OM MINIMMEMMI MINIMM ME••OM•I MOMMEMAMI MMOMMEMMI •mINEWM M•M•IIMPI" MOM•IMI MMINIMMI OMMUMI MOMMIIMI WM NMI MUM rj MMENMEI MINIM ourrsmirmu !ft!!!! t r NAMML7 inwrogwor-.74werrawllwamonti 41 Mamma: a/ tl mumMEmmumilmmel;, 111.11011•1•111Will•fl•ININE•••■111U q•11111•MI•MHE •••••111111••• :•••••••Ca 111•11 VIIIMMIE••• •11•U:41•11•K ..-41/11111r••• - - Jur - remworkwale11111 Anumwmatts,,(111,1ftlemonsm1= awwwwworl)iimwHoommumwomum Immo: wolmr.,wmwmowwwwi MENOMMIE ripilLIMILIENNEM1- 1111111101ENEIRpl•• MINIMMOSII• 1 wwwwww•m " t1-11111••••••11 11.11T7.••E i !1••••••••••••I i Inn NOME AIMIIINIM 1111p111 1 11 1111111111111111111111111111111111111 IMINIIIIII M •IIIIIIIIIIIIII•1lUIIIIIIIIIIIIIIIIMZRI 111111111•11111111 1111111111111U 111111111111•11 II 1111111111111111111111111111111111111111111111 MIT IIIMINIM011111111111111111111111111111111 MEI ausw La wwwww w wwwwwwwwwwlinumme nom w on •wwwwwwwwwwwwwwww mow EmmiE•all •I •• 1111•111•1111• 11111111•10111•1 MUMS 1•11 EN • 111•••11111•11 EMI AIM •••• •• IMO 111•••••••••••• 1 -.:1•11g111111 MIL •• imummiumnieni miummtim •••■•••••••••:v•••• .--L1111111116. ••••M 111111111111111111111114 ••••• 0 •ImAII•1111111•1•11.••1111•••••■ MENA won • •••••=1••••••••••••••••••1 ....7 ARCFT'W'Zltri,7707-'-n74 NRIMUIRIIIIMPUBIAIL -----;; -imp Mrrlirl!rrTi!llJrlJz A3.04 NEW SIDEWALK NEW SIDEWALK C:\Local Revit Files\21211 central_kfoulkrod.rvt NEW HC STALL SIGN SITE SCALE: 3/32" =1-0'1 GENERAL NOTES: 1. EXISTING PARKING LAYOUT TO REMAIN AS IS, ONO 2. EXISTING LANDSCAPING TO REMAIN AS IS, ONO NEW SIDEWALK NEW HC STALL AND SIGN • , REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION REC.;tiv t.L.) CITY OF TLIKIIVIL A OCT 0 2 2012 PERMIT CENTER (I) ADVANCED TECHNOLOGY CONSTIWCIION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax (425) 251-9781 . 0 E TENANT IMPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Vf Author 3f, Checker Revisions Date Description SITE PLAN A1.00 VERIFY DIMS I'N'FIELD tral_kfoulkrod.rvt „0 -.0£ 0 O J LL C Cl Z O V H Z 0 0 W Z SCALE: 118" =1' -0" 8/I P-.8L Z /6L-,9 ..8/66-6 J748 -8 12.19 n9 /68-Z ..0 -Is M REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 la BUt ' IN ' SIO U) w I- CO 0 w WiNSI 00 0o pia TT1--I 1 1 FFTT7T 1111111 { LL11JJ_I_LLLIA4 ■ ■► Fr� U, „0 -.0£ .0-.0£ „0-,0£ RECEIVED CITY OF TUKWILA DEC 1 2 2012 PERMIT CENTER 0 0 -J U- Z 0 0 Cn I- Z 09 wW ZU v3 W os ADVANCED TECHNOLOGY CONSTRUCTION t Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 MPROVEMENT I— Z z w CO CO CIFS- W Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 CL JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW CONSTRUCTION PLAN A1.01 co 0 Ea. z0 ZUr PZ U0J0 0U U OLL W U Q W W W co a w J m Qz Z0 0 F- N I I_ 1 1 1 1 1 1 1 r 1 Nam II • • • I • a 1 1 1 I IMP i 1111.11011 1 1 MI= MEM MIMI 1111111=11111111 Orin, Ei mit mit muni imi i i Nor um sim mir mu unnum I 111.11111111n= 1.111.111. =BIM= 1 1D 0 0 J U- N z J CL 0 z W 0 Lill W 1- V J U- W 0 aD w U WALL LEGEND NEW GWB WALL i EXIST WALL TO REMAIN DEMOUNTABLE PARTITION I IMO:41 6 1 lW.14_Ili_�_ mull mom mrinimmul, . IP k•wc- ilarration inms-a-u lamer it -41111 ;gum 11;L Els= NEEN1111111 II OE 1111 1 .10 11E11 1.111111 IEEE 1 IN 1111111111111111.11 I 11 II I 111 liii._IflflIIIIhIII 111111111111111111111111 Mill 91 11 1111 ilmagaimmilmmon 19111 111116 ..1111" Z CO • Q m • is c."5 Z J W J0< Q Z Z — U � W 2 � (n o I- w z LL_ = f O 00 Z J UJ o 0F_ CL W ° W W 0 co N co O W p J 0 CC W Z 0 0 0 co i- REVIEWED FOR CODE COMPLIANCE DEC 2 7 2012 City of Tukwila BUILDING DIVISION f RECEIVED CITY OF TUKWI DEC 1 2 2012 PERMIT CENTER C.3) < 00 J o f- F' N LU N K a 0 W w H m W w� I- 0 ADVANCED Til_Y tN sTRucTioN u Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 toszw I ;mackgrum..",,„; C V E 0 MPROVEMENT z Z I` 6835 Fort Dent Way, Tukwila, WA 98188 Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KF JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW REFLECTED CEILING PLAN A1.02 2 8 :III:: SCALE: 118'= • 10' MIN ROOF UNITS EXISTING ROOF ACCESS HATCH t I I Roof Plan REVIEWED FOR CODE COMPLIANCE APPROVED DEC 21 2012 City of Tukwila BUILDING DIVISION RLI..,sz)v CITY OF TUKVAL A OCT 0 2 2012 PERMIT CENTER -cr L.1.1 co co ao cro co < co 14.1 1.•••■ CO 1.13 ADVANCED TECHNOLOGY CONSTRUCTION u. Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 cts E 0 ecs MPROVEMENT 1- z z Date: Issue Date Job No.: 21211 Drawn By: 4. Author Checked by: 3? Checker Filename: Revisions Date Description ROOF PLAN A1.03 • C • >— 0 LU —J —J so Q • itti.. ap brzi ■ LU 0 010 30(1120213Z33Nd 00 1ST z d UJ U: 0(1) CC Z >— < =1- Eil 0 0 0 u— C cNi 0 w I— 2 Z --PA 1g-=ll•••••••hmi I PI 1l 111 ORKSTATIONSISHIPPING ri 641 r11-1,18 SHIPPINGIBACKSTOCK ONDUIN Al iii N U LL_L_L_J I I LL1_1_14 rrrH I I III mum U II "51 (to REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION ck 0 0 u- 4.0 F- z U- SCALE: 1/8" =1' -0" t.L) CITY OF TiiKWIL A OCT 0 2 2012 PERMIT CENTER LU cf) ,_ < e4 CO (0 (0 " Ui Ui < X < F- 0 CO CNI I- CC I— 0 Cs/ <Ui 0. Z 0 Cl) W ADVANCED TEcHNotosv coNsTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 sc.) E 0 ..= F—• TENANT IMPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 C Laegreid JP Revisions Date Description EQUIPMENT LAYOUT A1.04 4: itti.. ap 1) `q 041, I,' -4111 0 0 u— C cNi 0 w I— 2 Z --PA 1g-=ll•••••••hmi I PI 1l 111 ORKSTATIONSISHIPPING ri 641 r11-1,18 SHIPPINGIBACKSTOCK ONDUIN Al iii N U LL_L_L_J I I LL1_1_14 rrrH I I III mum U II "51 (to REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION ck 0 0 u- 4.0 F- z U- SCALE: 1/8" =1' -0" t.L) CITY OF TiiKWIL A OCT 0 2 2012 PERMIT CENTER LU cf) ,_ < e4 CO (0 (0 " Ui Ui < X < F- 0 CO CNI I- CC I— 0 Cs/ <Ui 0. Z 0 Cl) W ADVANCED TEcHNotosv coNsTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 sc.) E 0 ..= F—• TENANT IMPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 C Laegreid JP Revisions Date Description EQUIPMENT LAYOUT A1.04 4 WO itti.. ap 041, I,' -4111 411 OM 0 0 u— C cNi 0 w I— 2 Z --PA 1g-=ll•••••••hmi I PI 1l 111 ORKSTATIONSISHIPPING ri 641 r11-1,18 SHIPPINGIBACKSTOCK ONDUIN Al iii N U LL_L_L_J I I LL1_1_14 rrrH I I III mum U II "51 (to REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION ck 0 0 u- 4.0 F- z U- SCALE: 1/8" =1' -0" t.L) CITY OF TiiKWIL A OCT 0 2 2012 PERMIT CENTER LU cf) ,_ < e4 CO (0 (0 " Ui Ui < X < F- 0 CO CNI I- CC I— 0 Cs/ <Ui 0. Z 0 Cl) W ADVANCED TEcHNotosv coNsTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 sc.) E 0 ..= F—• TENANT IMPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 C Laegreid JP Revisions Date Description EQUIPMENT LAYOUT A1.04 ( [rfrtlilir[nlrrrrnnnnnlrni f[Irnfrn rrr[rnrn in ntn mlilfirrLaplrrrrnn unn rri ilrnu inln 91 1111111 1 1111111 1 11A1� 1 111111 1 1 1111111 1 I IUi111 I 1111111 I min I 11111 911 ■fir 1 111 I11111 !t I1111111ll Il 1T.117I ll I1 1 I EAST SCALE: 118" =1' -0" SUITE 100 EXIT, SIGNAGE BY OWNER Sim Roof Plan A 30' -11" 2nd FLOOR AC 14' -8" 1$T FLOOR Rum —_- z 3 z - -r 4,7".__ 1111111111111111■ 111111111111111111IIIIIIIIIIBIIIIIIIIII'_-�__ IIIIIIIIIIII1111 111111111111111111111 111111111111111111:_: lllillllllllllll■ IIIIIlIIIIIIIIIIIIIIIIII011111111111r- = 111111111lIIIIIII 11111 1111 111111 11 11111111111 111 1 1 11 1111 11 fi11111. 11111 11111 111 1111 111 1111 1111.11 1111111111) 111111 111111111111111te 11111.1 11 1111 11 111 11111111111111111 11111111111111111111111 11111 1111111. 1 1 =r �� - - -•� _ r 2 NORTH SCALE: 118" =11 -0" C:1Local Revit Files121211 central_kfoulkrod.rvt Sim SUITE 100 EXIT, SIGNAGE BY OWNER Roof Plan 30' -11" 2nd FLOOR V 14' -8" �/ 1sT FLOOR /1 GENERAL NOTE: EXISTING BUILDING EXTERIOR TO REMAIN. RE: SHEET A3.01 FOR DETAILS bp- 3( REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION Rtuth,t. CITY OF T K VA1..A OCT 0 2 2012 PERMIT CENTER A!ANf TEt°f4WY CONSTRUCTION x. Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251 -9781 MPROVEMENT I— Z z W I— CO CO CO CO tQ 0 U- CO (0 Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 C Laegreid S? Checker Revisions Date Description BUILDING ELEVATIONS A2.OIA C: \Local Revit Files\21211 central_kfoulkrod.rvt If-1111111f 11111 irrairintriu I I11l1Ililllll 111111[ITI[IIIIIIi1I11111111 [I 11111[1111111 111.1 SOUTH SCALE: 1/8" =1' -0" SUITE 120 ENTRANCE/EXIT, SIGNAGE BY OWNER Sim Roof Plan 30' -11" 2nd FL0'- 14'_ -8" � 1sTFL00_ FLOOR III it 11114-1-141111111111111[11111111[11114141111 III 11141111 Roof Plan 30' -11" 2nd FLOOR 14' -8" 11141111J 1111 a 11 IT Ii111.11111 2 WEST SCALE: 1/8" =1' -0" SUITE 100/200 ENTRANCE /EXIT, SIGNAGE BY OWNER Sim SUITE 130 ENTRANCE/EXIT SIGNAGE BY OWNER Sim T FLOOR /1 GENERAL NOTE: EXISTING BUILDING EXTERIOR TO REMAIN. RE: SHEET A3.01 FOR DETAILS b(67 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION CITY OF TUKif..�' t.,A OCT 0 2 2012 PERMIT CENTER civ) 44 CC ti V W (3) at) DAC TECHNOW CONSTRUCTION C., Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251-9781 ■2 0 E 0 s MPROVEMENT N z W H Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Author 3? Checker Revisions Date Description BUILDING ELEVATIONS A2.01 B C: \Local Revit Files\21211 central_kfoulkrod.rvt 1 ri eir ME an MI el♦ I I I I I I I I I I I I IIMr I� i �Z� II IIII: IM:' �� •1111111111 • I I I I•M —I I I III III III III III I II III III III III III III III III III III INFILL EXIST GARAGE FLOOR, NEW FILL TO BE LEVEL WITH EXIST UNFINISHED FIRST FLOOR BUILDING SECTION 1 III III III Roof Plan AIL 30' -11" VW 2nd FLOOR 4101 14' -8" 1sT FLOOR Al IL 0' -0" Ar SCALE: 118" =1' -a' N1- - - -- -- --INI— IIII— U— - -1111 L11111-i�w� - - -- - - - --� NIP15 ifigi mum _ �- rrazzzzzl -� -� �zz -s r_- zzz�- 2 SCALE: 3/16" =1-0" 1 1 1 1 I I I - - II_ I I I — _ I I I H 1 _ I I I - - I 1 1 H I 1 1 1 I I I II I__I I I I I I I I I I I I I I I I I I 1 1 1 III III_ III 1 1 1 - -1 1 1 - -1 1 I -- BUILDING SECTION 2 -1 I - -1 111 I I 11I— III III III III III _III III III III__III III III III II D(4).... 3110 I III III - -III REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 • City of Tukwila BUILDING DIVISION Roof Plan Olik 30' -11" VI 2nd FLOOR AlIk 14' -8" 1sT FLOOR AC 0' -0" RE+.dt )vr :1 CITY OF71110\111 A OCT 0 2 2012 PERMIT CENTER cif) W cc I-- U W I-. cC Q Oa) -to C M am N co w CC NG !- N Q v w �X 0 U. O r w M I- (i) N I- to CC w 1- o • N Z < Z 0 x rM a 0 CO • w . r ADVANCED TercHNoLY CONSTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton; WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 0A11:41STUEDHURIBERT nouloiwASHINGION V .2 V E 0 TENANT IMPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Author Utz' Checker Revisions Date Description BUILDING SECTIONS x.02 N bt 6 ofCT -2, TYP BASE AS — SCHED, TYP 2c1402 EAST 1/4..= 1' -0" Co CV FUME HOOD TO BE LOCATED HERE k 6' -3" 4 LC -MS COUNTER 2104 1/4" =11-0" CT -2 FULL HGT 9 0 I- a TOILET ROOM GENERAL NOTES 1. PROVIDE BACKING SUPPORT AT SHOWER FOR FOLDING SEAT PER MANUFACTURERS RECOMMENDATION. 2. PROVIDE BACKING SUPPORT AT ALL GRAB BARS PER MANUFACTURERS RECOMMENDATIONS. 3. ADD TILE TO SHOWER CURBS. 4. ONE (1) TOILET PAPER DISPENSER IN ALL TOILET ROOMS. 5. ALL EQUIPMENT MOUNTING HEIGHTS TO BE SIMILAR TO NOTED DIMINSIONS. 6. REFER TO PLUMBING DRAWING FOR FLOOR DRAIN (FD) LOCATIONS AT EACH TOILET AND SHOWER ROOM. CONFIRM EACH FD LOCATION WITH ARCHITECT. 7. FOR ANY WALL MOUNTED ITEM NOT SHOWN ON ELEVATIONS COORDINATE LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. SPECIALTY EQUIPMENT SCHEDULE Type Mark Description 1 TOILET PAPER DISPENSER 2 PAPER TOWEL DISPENSER 3 GRAB BAR 4 SOAP DISPENSER 5 SINK (ADA) 6 SEAT COVER DISPENSER 7 TOILET (ADA) 9 MIRROR 2B 2 1 -t0 1402 WEST 1402 SOUTH 1/4" = 1' -0" 11/4" = 1' -0" 3' -31/2" i TYP 3D 7 q. 1 \ \ \ 1116 WEST /1115 EAST 1/4" = 1' -0" CURTAIN TRACK: CURTAIN: VINYL, .0008 ", MATTE FIN W/ ANTIBACTERIAL TREATMENT, FLAME & STAIN RESISTANT FABRIC. CORROSION- RESISTANT METAL GROMMETS PIERCED THRU TOP 6" O.C., STAINLESS STEEL SPRING WIRE WIRE SNAP CLOSURE CURTAIN HOOKS. ).✓-1„� -i v r 3C CO v /0' -10" PLAM TRANSACTION TOP GROMMET PLAM COUNTER SUPPORT BRACKET BASE AS SCHED 2 SHOWER MME 1402 RECEPTION DESK SECTION 1 /4" = 1' -0" 1/2" = 1' -0" Ls 7 0 EQ EQ EQ 1A OPEN / \ EQ EQ EQ 9' -0" i RECEPTION 1102 EAST 1/4" = 1' -0" 6 CT -2, TYP BASE AS SCHED, TYP 1115 SOUTH /1116 NORTH 1106 EAST /1107 EAST 1106 SOUTH /1107 NORTH 1/4" = 1' -0" 1 /4" = 1' -0" /4" = 1' -0" 3' -6" FUME HOOD(S) TO BE LOCATED HERE H f — —H 7 COUNTER 2302 1/4" = 1' -0" CV 5B RECPT DESK 2101 SOUTH 1/4" =1' -0" EXIST TO REMAIN 6 DRINKING FOUNTAIN 2nd FLOOR 1/4" = 1' -0" SUPPORT \p,2 03/ BRACKETS 13' -2 3/4" ALIGN W/ EDGE RECEPTION CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PLAM -2 RECEPTION DESK 1102 TRANSACTION TOP: PLAM -3 1/4" = 1' -0" SUPPORT BRACKETS END PNL 5A 1' -2" 3' -0" CS RECPT DESK 2101 WEST 1/4" = 1' -0" 0' -10" bte 5D RECEPTION DESK PARTIAL 1" =11-0" ADA RESTROOMS 1/4" =11-0" 5B 8' -9" 5A 5D A2.03/ CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: PLAM -2 5 CS RECEPTION DESK 210' 1/4" = 1' -0" 2' -6" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION 5C RECEPTION DESK 1" = 1' -0" EDGES TO HAVE 1/4" CHAMFER TYP 1" OVERHANG TYP RECESSED STANDARDS TOE iggitEIVED CITY OF TUKWILA DEC 1 2 2012 JERMIT CENTER 0 M N w“I) J 0 N 0 LI- wen M �, I- W 0 W K I- 0 N N z < z 0 0 N J r w ADVANCED TECHNOLOGY CONSTRUCTION Ltr Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 Zc:....t'j It4A4a71--LIttgevar21 saminstavianniMILIEW c.) ■ V c E O MPROVEMENT I— z z W I— CO CO 00 r Q tQ CC Cl Li M CO Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KF JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW ENLARGED PLANS A2.03 4' -0" 12' -0" ,' EQ IF LAI -a3 2 z • • 3' -0" 2'-0" 2' -0" 4, CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PLAM -2 4 0) N 21-6" 1' -6" ALIGN W/ WALL 5 CORRIDOR 1200 SOUTH 1/4” =1' -0” INSTALL BACKING IN WALL — FIELD VERIFY DIMS FILLER PNL IF REQ'D 2' - 6" 2' - 6" - 0" 1' CASEWORK: 2' - 0" K 3' VERTICAL: PLAM -1 COUNTER/BS: PLAM -2 INSTALL BACKING IN WALL EQ EQ EQ 4 CONSULT 1201 -1205 CASEWK 1/4" =1' -0" EQ EQ EQ EQ EQ EQ 17'-6" LC -MS CHEMISTRY 2300 NORTH 1/4" = 1' -0" 2' - 6" k 3' - 0" 1 / i 2' - 6" j, CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: SDS -1 CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: SDS -1 10'-0" N ?Ni 12' -6" INSTALL BACKING 'PO IN WALL L CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PLAM -2 3 MA AREA NORTH FIELD VERIFY DIMS FILLER PNL IF REQ'D tiN \/ 1/4" =1-0" / EQ EQ I EQ EQ FIELD VERIFY DIMS FILLER PNL IF REQ'D EQ I CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: SDS -1 BALLERGY 2305 WEST EQ EQ EQ / / / A> 2'-6" 21 -6" I - I EQ / 1' -3" I 2' -6" \ / \ / OPEN TOx, BEYOND CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: SDS -1 1 1 BROCESSING 2301 SOUTH PROCESSING 2301 WEST GENERAL NOTES 1. REFER TO SHEET A7.1 ENLARGED PLANS FOR TYPICAL MOUNTING HEIGHTS. 2. FOR ANY WALL MOUNTED ITEM NOT SHOWN ON ELEVATIONS, COORDINATE WITH ARCHITECT BEFORE INSTALLATION. 8' -5" CASEWORK BY OTHERS INSTALL BACKING IN WALL FILLER PANEL, AS REQ'D 2' - 6" t, 2' - 9" L CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: PLAM -2 BIV MIXING 1105 NORTH ALIGN W/ WALL 3' -0" EQ EQ EQ CASEWORK BY OTHERS �-- INSTALL BACKING IN WALL FILLER PANEL, TYP N (N 0 3 -0" jr 2' -0" I 3' -0" 3' - 0" CASEWORK: VERTICAL: PLAM -1 INSTALL BACKING IN WALL 3' - 0" CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PLAM -2 2AIV MIXING 1105 SOUTH 1/4" =1' -0" CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: SDS -1 8 A ALLERGY 2305 EAST est 1/4" = 1' -0" Q1ORMONE 2302 NORTH VERTICAL: PLAM -1 COUNTER /BS: SDS -1 CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PL -2 COUNTER/BS: PLAM -2 BIV1104EAST 1 /4" INSTALL BACKING IN WALL BASE AS SCHED, TYP / 3' - 0" CASEWORK: VERTICAL: PI-AM -1 - IV 1104 WEST 1/4" =1' -0" 2' -0" 2' -13/8" / 7 Ni/ CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: PLAM -2 X 2' -6" 1)1-6" 1, INSTALL BACKING IN WALL *m CO M a, 3 N WO J o N a <.. X a 0U. 0 n W co I— - nM (0, N W� W� ro CO N z <w 2z 0 f-'= 0. 0 m1.0 M W ADVANCED KNOLO Y NSTAUCI1ON +; Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251-9781 HUR1.BERT SIATEOFWASHINGTON WORKSTISHIP 1301 WEST MODALITY 1113/1206/1207 CASEWK 1 /4" =1' -0" 1/4" = 1-0" OPEN TO BELOW CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: SDS -1 1 0 ORMONE 2302 ISLAND NORTH CRL NORTH AMERICAN PATCH DOOR KIT -W/ LOCK - BASE AS SCHED, TYP -1 3 RECORDS TRANSACTION WINDOW 1/4" = 1' -0" 2'-6" 11' -3" 2, -4" 1' -3" I 2' • • CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: SDS -1 HORMONE 2302 ISLAND NO SINK NORTH 1 /4" FUME HOOD FOIC N 3 -0" TENANT IMPROVEMENT REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 • City of Tukwila FIELD VERIFY DIIV'SBUILDLNG DIVISION FILLER PNL IF RE&u EQ EQ EQ Ni/ IF Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Kr= Author Checker Revisions Date Description 3' -0" LC -MS 2104 WEST Lia 1/4" = 1' -0" CASEWORK: VERTICAL: PLAM -1 REt,;�•.: v s~D COUNTER/BS: SDSCkTY T 4K! ri fCT OF 02 2012 1A PERMIT CENTER INTERIOR ELEVATIONS A2.04A FUME HOOD FOIC \ FUME HOOD /FOIC\ / \ / / FUME HOOD FOIL n n - - zi- ).- Plat- NEIN - - BE 1■4I — /1■11<>\./ '<i><'"' /h...■ 4.<NA-4i _ (1' -0 " EQ I- EQ I- EQ I- EQ 4' -0" r EQ I EQ ( EQ I EQ / EQ ( EQ / / 101 -0 „ 15 --0 „ Q1ORMONE 2302 NORTH VERTICAL: PLAM -1 COUNTER /BS: SDS -1 CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: PL -2 COUNTER/BS: PLAM -2 BIV1104EAST 1 /4" INSTALL BACKING IN WALL BASE AS SCHED, TYP / 3' - 0" CASEWORK: VERTICAL: PI-AM -1 - IV 1104 WEST 1/4" =1' -0" 2' -0" 2' -13/8" / 7 Ni/ CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: PLAM -2 X 2' -6" 1)1-6" 1, INSTALL BACKING IN WALL *m CO M a, 3 N WO J o N a <.. X a 0U. 0 n W co I— - nM (0, N W� W� ro CO N z <w 2z 0 f-'= 0. 0 m1.0 M W ADVANCED KNOLO Y NSTAUCI1ON +; Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251-9781 HUR1.BERT SIATEOFWASHINGTON WORKSTISHIP 1301 WEST MODALITY 1113/1206/1207 CASEWK 1 /4" =1' -0" 1/4" = 1-0" OPEN TO BELOW CASEWORK: VERTICAL: PLAM -1 COUNTER /BS: SDS -1 1 0 ORMONE 2302 ISLAND NORTH CRL NORTH AMERICAN PATCH DOOR KIT -W/ LOCK - BASE AS SCHED, TYP -1 3 RECORDS TRANSACTION WINDOW 1/4" = 1' -0" 2'-6" 11' -3" 2, -4" 1' -3" I 2' • • CASEWORK: VERTICAL: PLAM -1 COUNTER/BS: SDS -1 HORMONE 2302 ISLAND NO SINK NORTH 1 /4" FUME HOOD FOIC N 3 -0" TENANT IMPROVEMENT REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 • City of Tukwila FIELD VERIFY DIIV'SBUILDLNG DIVISION FILLER PNL IF RE&u EQ EQ EQ Ni/ IF Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 Kr= Author Checker Revisions Date Description 3' -0" LC -MS 2104 WEST Lia 1/4" = 1' -0" CASEWORK: VERTICAL: PLAM -1 REt,;�•.: v s~D COUNTER/BS: SDSCkTY T 4K! ri fCT OF 02 2012 1A PERMIT CENTER INTERIOR ELEVATIONS A2.04A SIESMIC LOCKING PIN °,cyQ _--- VERTICAL STRUT ATTACH TO MAIN RUNNER & STRUCTURE ABOVE, 1/2" CONDUIT SLEEVE OVER 10GA HANGER WIRE LOCATE 12' O.C. MAX. EA. WAY & 4' MAX. FROM EACH WALL. CROSS RUNNER 2" MAX. TYP. 10 GA SPLAY WIRES ATTACH TO MAIN RUNNER SPLAY WIRES 90° FROM EACH OTHER, 45° FROM CEILING PLANE MAIN RUNNER 4 SEISMIC BRACING @ NEW ACT CEILINGI SCALE: 1 1/2" =1' -0" WALL AS SCHEDULED ALUMINUM TRIM, TYP @ ALL EXPOSED SIDES GROUT JOINT CERAMIC OR MORTAR BED CENTER ON DOOR, WHERE OCCURS METAL EDGE STRIP FIBER REINFORCED PANEL (FRP) CARPET CRUSH LINE TO ALIGN WITH ADJACENT FLOOR RESILIENT FLOORING OR \ CONCRETE ' : iiUm1H I U lI11IIIl1Il f FEATHER FLOOR AS NEEDED 3 FRP WALL EDGE DETAIL SCALE: 6" =1' -0" TYP TILE TO CARPET' SCALE: 6" =1' -0" 1 CENTER ON DOOR, WHERE OCCURS RUBBER REDUCER ADAPTER CARPET FLOOR TRANSITION - RF /CPT & CONC /CPT SCALE: 6" = 1'-0" LTS12 -43 STRONG TIE TWIST STRAP BOTH SIDES W/ 6 - #10 SCREWS @ EA LEG 6" MTL STUD BLOCKEA SIDE W/ 3-#10 SCREWS EACH END CI) W C W Cc ow) 4-1 vr CO � M 00 F N �X oU W r_ � M CO , 0 1- N W0 I- CI h N Z aw 2Z 0 a 0 CO w �(0 ADVANCED ITCHNOLOGY ION Lik Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 6" MTL STUD #10 SCREWS @12" O.C. NrAil WWI ■us ■ua NMI MUM ■III MUM ■OI■ MITI MOM ■I =■ ■ ■M■ MOM MMOM MI == NUM MUM ■■R! ■m■■ 600S162 -43 STUDS @ 16" O.C. @EXT WALLS 600T150 -43 TRACK, TYP #10 SCREWS EA SIDE, TYP 1/2 "0X4 "EXP BOLT @4'O.C.W /GALV WASHERS WINDOW CONSTRUCTION @ "D" GRID PLAN SCALE: 3" = 1'-0" 5 WINDOW CONSTRUCTION @ "D GRID SCALE: 1" =1' -0" c.) 0 ccs E 0 MPROVEMENT I— z z W F- Date: Issue Date Job No.: 21211 Drawn By: Cj.- Author Checked by: J? Checker Filename: Revisions Date Description REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012 (ps • City of Tukwila BUILDING DIVISION INTERIOR DETAILS CITY OF TUKWIt .A OCT 02 2012 PERMIT CENTER A2.046 GLAZING TYPES IG -1: GUARDIAN SUNGUARD SN68 ( #2) U- VALUE: .38 Btu /hr.ft2°F SHGC: 0.43 TEMPERED; 1" NOMINAL TOTAL THICKNESS 1/2" AIR SPACE IG -2: GUARDIAN SUNGUARD SN68 ( #2) U- VALUE: .38 Btu /hr ft F SHGC: 0.43 1" NOMINAL TOTAL THICKNESS 1/2" AIR SPACE GL -1: CLEAR TEMPERED GLASS: 3/8 "; ASTM C1048, KIND FT, FULLY TEMPERED, CONDITION A, TYPE 1, CLASS 1 GL -2: CLEAR TEMPERED GLASS: 3/8 "; ASTM C1048, KIND FT, CONDITION A, TYPE 1, CLASS 1 G -1: CLEAR TEMPERED GLASS: 3/8 "; ASTM C1048, KIND FT, FULLY TEMPERED, CONDITION A, TYPE 1, CLASS 1 1/4A3.024 ALIGN NEW S TOREFRONT W/ EXIST 6' 0" A3.02A 4 CLINIC INTERIOR ENTRANCE 1/4" =1 -0 1sT FLOOR /1 0' -0" C: \Local Revit Files121211 central_kfoulkrod.rvt 4 FIELD VERIFY DIMS an 10" ■_ ll fit II■'MU r. t■'_ _tt�tttttt ttttRt EtttEt else ��A��t �t� 11 A3.02A � . iI••l 69.1111,..1 A3. moo FAN num ALIGN W/ MULLIONS ABOVE M 2 Ark A3.02A 14 A3.02A MME ENTRANCE 1/4" =1' -0" 02 Elev. AC 10' -8" 1sT FLOOR AIL ' 0' -0" NEW STOREFRONT FENESTRATION TO TIE -IN & MATCH EXIST STOREFRONT ENV -UA NEW STOREFRONT TO ALIGN W/ EXIST MULLION VERIFY IN FIELD. A3.02A I1 11 emir i i.ttt titit�tit� �� — ■�� ` �� Ii1t■ titttti tt' t�ttttiti�ti ---- -- -till tti i 1`� mum sttllJ�titttttttiti �ttttittttttt ttl nlnn wwe�n�� l.1l�111..Iw.�.wP1�1.1 i � G KG - yT A3.02A 1 8 A3.02AAA3.02A 02 Elev. 10' -8" 1sT FL00R_ � NEW STOREFRONT FENESTRATION TO TIE - IN & MATCH EXIST STOREFRONT ENV -UA DISPENSARY ENTRANCE WEST FACADE 1/4" =11 -0" 'A3.02Af_. m 02 Elev. AC 10' -8" i s a t $ Y z F Y "t4 >z rF C 1 G x z r, r � rs� r. .5 � zr xY � ��, 5 ✓ ?f � r,;7r Yom' r?r<, �-; ? � .y 'is 4 S' x ,� ✓'s �. X. -y a '� . &,`� -n � 3 � .r��"'z� �., 'a _ ,��`S"`"�asss' t'3�»- -�`t+c �x 3 % #'S -. 1 � -�z �, z �' s'; .;<�i : �.�:� ! ,, ,, -.: ": „ u a <w .�,. �:e -�� , ^t`:+' _?s.,, # � 3.:,.<� � � Z�; g_°� gY a 'Y✓° S< z ,: >� ik`- .: s,r r t r ? �:,- r'>' ,� g sY �i 3f iuxi 'r` C S { Z std ,r' azT m b4, s d rk I ;,�,. «.; � r .. s c ,� -.. ✓ � . ;�.- ',�, a?� ; v r.:: �' :,. .,fir , ..; ��s z NEW STOREFRONT TO MATCH EXIST SYSTEM NEW MULLION LINES TO MATCH H MULLIONS ABOVE C EQ 14 A3.02A% 3 CLINIC INFILL EAST FACADE 1/4" = 1' -0" A3.02A 'A3.02A' TOTAL NEW METAL FRM WALLS EAST FACADE: 51 x 4 = 204 SQ FT TOTAL NEW MASS WALLS EAST FACADE: 39'-6" x 10' -8" = 420 SQ FT TOTAL NEW VERTICAL FENESTRATION EAST FACADE: 5' -11" x 51' -0" + 5' -0" x 9' -0" = 347 SQ FT A3.02A 1sT FLOOR glak 01 -0" VIV VERIFY DIMS IN FIELD EQ EQ EQ EQ EQ EQ EQ EQ 6 CLINIC INFILL NORTH FACADE 1/4" = 1'-0" A3.02A NEW STOREFRONT TO MATCH EXIST SYSTEM NEW MULLION LOCATIONS TO MATCH MULLIONS ABOVE, VERIFY IN FIELD w 02 Elev. z _ • 10' -8 — N 1 I I 1 _... __. ......... \ I 1 t 1 i I I 0 PANELS TO ALIGN W/ 1 MULLIONS TYP FOR . 1 ALL INSTANCES, VERIFY IN FIELD 1sT FLOOR 0-0" 11 Arl A3.02A REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2012!, City of Tukwila BUILDING DIVISION TOTAL NEW METAL FRM WALLS NORTH FACADE: 3(4' -0" x 13' -0 ") =152 SQ FT TOTAL NEW MASS WALLS EAST FACADE: 11'-6" x 10' -8" =120 SQ FT TOTAL NEW VERTICAL FENESTRATION EAST FACADE: 3(13' -0" x 5' -11 ") = 231 SQ FT 1 1 1' 1 1 1' 1 i 1' 1' 1' 1 1 i 1' 1' 1' 1 I 1' 1' I' 1 i ' 1 1 1 1 .■- I _ - n 6' -4" 5 A3.02A 11111111— IMAM (2 � EXIST STOREFRONT mime 'A3.02A' mo �/ il- 1" . EXISTING CMU WALL SEALANT AND BACKER ROD PFN SHEET MTL. FLASHING W/ CONT. CLEAT FIBER CEMENT PANEL 2 1/2" Z -GIRT @ 24" O.C. 1/2" GWB SHEATHING WEATHER RESISTANT BARRIER SAF: ADHERE TO SHEATHING & LAP OVER THRU -WALL FLASHING PFN SHEET MTL. FLASHING W/ CONT. CLEAT SEALANT AND BACKER ROD BOTH SIDES 5/8" GWB 6" MTL. STUD CEILING, AS SCHEDULED SEALANT 7 STOREFRONT UPPER WALL SCALE: 3" =1' -0" !IIWI; LAW MP `lil1111E4 501 MOPE STOREFRONT SILL SCALE: FIBER CEMENT PANEL 1/2" GWB SHEATHING 5/8" GWB SAF: ADHERE TO SHEATHING AND LAP OVER THRU -WALL FLASHING 6" MTL. STUD SEALANT W/ BACKER BAR 6" PLINTH WATERSTOP 14 „As 11),Mlip „," moo' STOREFRONT BASE WALL SCALE: 3" =1' -0" NEW STOREFRONT TO ATTACH TO EXIST KAWNEER 451 STOREFRONT SYSTEM AS PER DRWGS 'I FOR WALL TYPES SEE FLOOR PLAN SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE METAL STUD BOX HEADER SEALANT & BACKER ROD ALIGN WITH EXIST SYSTEM W cc C.) W I- on) 4/A11 HEAD SCALE: 1 1/2" =1' -0" 2 MULLION DETAIL SCALE: 3" =1' -0" SCALE: 3" =1' -0" ALUM DOOR HM HEAD DETAIL SCALE: 3" =1' -0" 1/2" WASH FOR DRAINAGE SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE ASPHALT EMPREGNATED EXPANSION MATERIAL METAL STUD BOX HEADER! 4" CONCRETE PATH WI #4 REBAR @ 18" D.C. EXIST SLAB AND FOUNDATION SEALANT & BACKER ROD ADVANCED TECHNOLOGY CONSTRUCTION Lam- Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425)251 -9781 0 0, < w0 N Q W V) X Q ou P W 5 co , m N W CO CL ro 0) N z aw z 0 I- N J �w 5/A11 JAMB_. SCALE: 1 1/2" =1' -0" JAMB DETAIL SCALE: 3" =1' -0" 5 SILL DETAIL @DOOR SCALE: 3" =1' -0" WIEN STOREFRONT ALIGN WITH EXIST SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE NEW STOREFRONT SYSTEM SEE FLOOR PLAN FOR WALL TYPE ■ SEALANT AND BACKER ROD BOTH SIDES TYP 10 1sT FL00 . 6/A11 SILL SCALE: 1 1/T =1' -0" 9 HM SILL DETAIL SCALE: 3" =1' -0" MPROVEMENT z z IW- co 0o CO a of J+ co 0 CO LL CO DEC 2 7 2012 Date: Job No.: Drawn By: Checked by: Filename: FOR WALL TYPES SEE FLOOR PLAN Issue Date 21211 YL Jr Revisions Date OUND ATTENUATION BATTS S INDICATED BY WALL TYPE ETAL STUD BOX HEADER CORNER BEAD TAPE & FLOAT WOOD SILL TO BE NOTCHED AROUND WALL TERMINATION Description PARTITION CLOSURE CENTER ON MULLION, TYPI k).-.•m 13 WALL TERMINATION DETAIL TYP METAL STUD SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE SEE FLOOR PLAN FOR WALL TYPES FIELD FASTENER, TYP CITY OFTUK+ /IiA OCT 0 2 2012 PERMIT CENTER 12 WALL TERMINATION @ MULLION DETAIL TYP SCALE: 3" =1' -0" DOOR & WINDOW DETAILS A3.02A IIf�∎ JII (W--, AP 61I memmem FOR WALL TYPES SEE FLOOR PLAN Issue Date 21211 YL Jr Revisions Date OUND ATTENUATION BATTS S INDICATED BY WALL TYPE ETAL STUD BOX HEADER CORNER BEAD TAPE & FLOAT WOOD SILL TO BE NOTCHED AROUND WALL TERMINATION Description PARTITION CLOSURE CENTER ON MULLION, TYPI k).-.•m 13 WALL TERMINATION DETAIL TYP METAL STUD SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE SEE FLOOR PLAN FOR WALL TYPES FIELD FASTENER, TYP CITY OFTUK+ /IiA OCT 0 2 2012 PERMIT CENTER 12 WALL TERMINATION @ MULLION DETAIL TYP SCALE: 3" =1' -0" DOOR & WINDOW DETAILS A3.02A C: \Local Revit Files\21211 central kfoulkrod.rvt WALL TYPE 3 HM HEAD DETAIL SCALE; 3" =1' -0" FOR WALL TYPES SEE FLOOR PLAN FOR WALL TYPES SEE FLOOR PLAN SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE METAL STUD BOX HEADER SEALANT, TYP EACH SIDE HOLLOW METAL FRAME, W/ SOUND ATTENUATION BATTS DOOR AS SCHEDULED SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE HM JAMB DETAIL SCALE: 3" =1'-0" SCALE: 3" =1' -0" DOUBLE METAL STUDS, TYP HOLLOW METAL FRAME, w/ SOUND ATTENUATION BATTS CC w CL w J DOOR AS SCHEDULED SEALANT, TYP EACH SIDE FACE OF WALL WHERE OCCURS DRYWALL MAIN BEAM DOUBLE WEBB SUSPENSION SYSTEM BEARING "HEAVY DUTY" STRUCTURAL CLASSIFICATION PER ASTM C635. FABRICATE FROM COMMERCIAL GRADE COLD ROLLED ELECTRO- GALVANIZED STEEL. MAIN RUNNERS & CROSS TEES SHALL BE 1 1/2" HIGH W/ 15/16" FACE WIDTH & MUST BE USED FOR SUPPORT OF LIGHT FIXTURES ON (4) SIDES. DESIGN & CONSTRUCT MAIN RUNNERS & CROSS TEES, SPLICES & INTERSECTION CONNECTORS TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THE 180 lbs OR TWICE ACTUAL LOAD WHICHEVER IS GREATER, IN TENSION & COMPRESSION. CHANNEL CLIP 9 NEW GWB CEILING DETAIL SCALE: 3" =1' -0" HANGER WIRE TO STRUCTURE 5/8" GWB -MR - M2TECH OR APPROVED EQUAL WATER & MOLD RESISTANT PANELS, ASTM C1278, C1396, C1178 & RATED 10 BY INDEPENDENT TEST ASTM D3273 FOR MOLD RESISTANCE WATER RESISTANT SEALANT 0' -01/2" ;Y TYP. HEAD DETAIL SCALE: 3" = 1'-0" CEILING, AS SCHEDULED FOR WALL TYPES DOOR AS SCHEDULED HOLLOW METAL FRAME, W SOUND ATTENUATION BATTS TYP. JAMB DETAIL SCALE: 3" =1'-0" SCALE: 3" =1' -0" SEALANT HOLLOW METAL FRAME, W SOUND ATTENUATION BAITS PUNCH &DIMPLE FASTENER DOOR AS SCHEDULED HEAVY -DUTY EXPOSED GRID SYSTEM: TEE SUSPENSION SYSTEM W/ ALUMINUM CAP, WALL CLIP DOUBLE WEB SUSPENSION SYSTEM W/ 15/16" BOTTOM FLANGE; SUSPENSION SYSTEM SHALL HAVE "HEAVY- DUTY" STRUCTURAL CLASSIFICATION PER ASTM C635 IN COMPLIANCE W/ ASCE 7 8 ACT DETAIL SCALE: 3" =1' -0" 5 1/2" FOR WALL TYPES SEE FLOOR PLAN SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE METAL STUD BOX HEADER 1/2" SEALANT, TYP EACH SIDE WALL TYPE HM HEAD DETAIL SCALE: 3" =1' -0" MATCH JAMB HOLLOW METAL FRAME, W/ SOUND ATTENUATION BATTS DOOR AS SCHEDULED DOOR AS SCHEDULED HOLLOW METAL FRAME, w/ SOUND ATTENUATION BATTS ADDITIONAL GLAZING WHERE GL -5 OCCURS, SEE SCHEDULE SOUND ATTENUATION BATTS AS INDICATED BY WALL TYPE 4 HM JAMB W/ RELITE DETAIL SCALE: 3" =1' -0" 7 DOUBLE METAL STUDS, TYP GLAZING AS SCHEDULED HOLLOW METAL APPLIED STOP, TYP FOR WALL TYPES SEE FLOOR PLAN SEALANT, TYP EACH SIDE EXISTING SIDEWALK ASPHALT EMPREGNATED EXPANSION MATERIAL 4" CONCRETE PATH W/#4 REBAR @18" O.C. BROOM FINISH REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012' • City of Tukwila BUILDING DIVISION 4 •a • 4 < a 4— 4 • 1 1 —I 1 1 - 1 I I_ -1 I l —_III I I I I I I I I I NEW SIDEWALK DETAIL SCALE: 3" =1' -0" III Rtm+. t)yrL1 CITY OF T:IKWItA OCT 0 2 2012 PERMIT CENTER ADVANCED TICI-INLOGY CONSTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251-9781 mERm ci:WIA, LE AROKRECt iI Hl>T SIMECIFVASHINGION TENANT IMPROVEMENT Date: Issue Date Job No.: 21211 Drawn By: r„, Author Checked by: f Checker Filename: Revisions Date Description DOOR & WINDOW DETAILS A3.026 MATERIAL ABBREVIATIONS DOOR AL Aluminum WD Wood P -LAM Plastic Laminate FF Factory Finish Frame AL HM FF IG -1 GL -1 P1 P2 Aluminum Hollow Metal Factory Finish Glazing Glazing Paint Paint SIGNAGE NOTES: 1. ONE SIGN AT EACH DOOR LOCATION 2. MOUNT TO CMU VENEER 3. WOMEN PICTOGRAM WITH INTERNATIONAL HC SYMBOL 4. MEN PICTOGRAM WTH INTERNATIONAL HC SYMBOL 5. ONE SIGN AT EACH OWNER DIRECTED LOCATION 6. MEN AND WOMEN (UNISEX) PICTOGRAM WITH INTERNATIONAL HC SYMBOL 7. SIGNS TO BE POSTED AT ALL LEVELS OF ELEVATOR STOP LOCATIONS 8. CENTER SIGN ABOVE DOOR. OCCUPANCY # TO BE VERIFIED WITH CITY OF TUKWILA 9. SIGNS TO BE POSTED AT ALL STAIR LEVELS 10. PER D.O.T. STANDARDS 11. LOCATE TACTILE EXIT SIGNS AT ALL EXIT STAIRWAYS AND EXITS FROM BUILDING TO EXTERIOR. GENERAL NOTES: 1. VERIFY ALL TEXT WITH OWNER PRIOR TO FABRICATION 3. MOUNT ON WALL PERPENDICULAR TO DOOR WHERE DOOR SWING DOES NOT INTERFERE WITH SIGN ACCESSIBILITY 4. SEE SIGNAGE DRAWINGS FOR MOUNTING METHODS AT WALLS AND RELITES A. FOR MOUNTING AT RELITES, USE DOUBLE STICK TAPE WITH BLANK PANEL AT BACK SIDE. DO NOT ADD HOLES B. FOR INTERIOR WALL MOUNTING, USE CLEAR SILICONE ADHESIVE 5. COORDINATE SIGNS WITH ALL SURFACE MOUNTED ELEMENTS BEFORE INSTALLATION 6. WHERE NECESSARY, MOUNT 6" FROM CORNER AT PERPENDICULAR WALL. 7. PROVIDE SAFETY GLAZING AT ALL DOORS. SIGN CENTER 0' -9" 4 - / / DOOR _ FRAME TYPE 1 \ SIGN CENTER SIGN CENTER 0' -9" _,DOOR_ FRAME 'TYPE 2 /I\ / I\\ / I \ ' I DOOR FRAME \, TYPE 3 / \ I / \ I / \i/ LOC. 1 LOC. 2 SIGN CENTER SIGN CENTER - -t _DOOR- FRAME TYPE 4 0' -9" - STORE - FRONT DOOR LOC. 3 LOC. 4 LOC. 5 SIGNAGE LOCATION TYPES BOTTOM OF SIGN HEIGHT SCALE: 1/4" =1' -0" 0 0 0 w w (I) SEE DOOR SCHFD. SEE DOOR SCHED. TYP. TYP. a 0 w U N / / / ,DOOR PER 'SCHED ti i / / / /DOOR PER `SCHED SEE DOOR SCHED. TYP. 0 0 0 w w 0 w U /I\ / I \ / I \ /' I DOOR PER \ SCHED \I/ CV TYPE 1 TYPE 2 DOOR FRAME TYPES TYPE 3 / / / /DOOR PER `SCHED TYPE 4 S DOOR SCHE . SE DOOR SCHE . TYP. TYP. 0 00 w w I- 0 w U U3 0 0 0 w w U3 0 w DOOR SCHE TYP. SEE DOOR SCHED TYP. lx 0 0 w W U) 0 w U U) TYPE A TYPE B S DOOR SCHE . TYP. TYPE C lx 0 0 0 w w U) a I- d w U U) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION TYPE E b DOOR TYPES � S a TYPE D RECEIVED CITY OF TUKWILA DEC 1 2 2012 PERMIT CENTER •O co CO w� J Q F H N W X oU- O WcO CO I- N W W CO 0 �o Co N z < Z 0 7 0 CO III N- W I- ADVANC FO TECHNOLOGY Y CONSTRUCTION t_. Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax (425) 251 -9781 • V MPROVEMENT z z I�- CO Coo cif Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KF JP Revisions # Date Description DOOR & FRAME SCHEDULE _ DOOR BLDG DEPT REVIEW FRAME SIGNAGE SCHEDULE DOOR GLAZING GLAZING DETAILS FIRE HARDWARE MOUNTING ROOM FINISH HEAD JAMB THRES NO. TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE TYPE MATERIAL TYPE RATIN C' SET REMARKS SIGN TYPE LOCATION NUMBER 1 D 6' -0" 7' -0" 2" AL FF IG -1 - AL IG- 1 /IG -2 FF - - 5/A3.02A - 12 L1 LOC.3 2 D 6' -0" 7' -0" 2" AL FF GL -1 - AL GL- 1 /GL -2 FF - - - - 12 Al LOC. 3 1101 3 E 3' -0" 7' -0" 2" WD FF GL -1 1 HM - P1 3/A3.02B 6/A3.02B - - 2 Al LOC. 1 1104 4 E 3' -0" 7' -0" 2" WD FF GL -1 1 HM - P1 3/A3.02B 6/A3.02B - - 4 Al LOC. 1 1105 5 C 3' -0" 7' -0" 1 3/4" WD FF GL -1 4 HM - P1 3/A3.02B 6/A3.02B - - 3 Al LOC.4 1300 6 C 3' -0" 7' -0" 1 3/4" WD FF GL -1 1 HM - P1 3/A3.02B 6 /A3.02B - - 4 Al LOC.1 1103 7 D 6' -0" T -0" 13/4" WD FF GL -1 3 HM - P1 2/A3.02B 6/A3.02B - - 5 - - - 8 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2/A3.02B 6/A3.02B - - 6 Al LOC.2 1112 - 9 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 2/A3.02B 6/A3.02B - - 7 D4 LOC.2 - 10 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 2/A3.02B 6/A3.02B - - 7 D4 LOC.2 - 11 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1113 12 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1206 13 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1207 14 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1208 15 C 3' -0" 7' -0" 2" AL FF IG -1 - AL IG- 1/1G-2 FF - - 5/A3.02A - 10 L1 & K1 LOC. 5 - 16 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1205 17 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2 /A3.02B 6/A3.02B - - 9 A2 LOC.2 1210 18 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1204 19 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1211 20 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1203 21 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1212 22 A 3' -0" T -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1202 23 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1213 24 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P2 2/A3.02B 6/A3.02B - - 9 A2 LOC.2 1201 25 E 3' -0" 7' -0" 1 3/4" WD FF GL -1 2 HM - P1 2/A3.02B 6/A3.02B - - 9 A2 LOC. 2 1214 26 - 3' -0" 7' -0" - FF - 2 HM - P1 2/A3.02B 6/A3.02B - - - RAME ONLY NO DOOR A2 LOC. 2 1215 27 C 3' -0" 7' -0" 1 3/4" WD FF GL -1 4 HM GL -1 P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.4 1216 28 B 2' -6" 7' -0" 1 1/2" WD FF - - HM - P1 - - - - 11 - - - 29 C 3' -0" 7' -0" 1 3/4" WD FF GL -1 4 HM GL -1 P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.4 1114 30 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 2/A3.02B 6/A3.02B - - 9 Al LOC.2 326 31 C 3' -0" 7' -0" 1 3/4" WD FF GL -1 4 HM GL -1 P1 2/A3.02B 6/A3.02B - - 9 A2 LOC.4 1113 32 C 3' -0" 7' -0" 2" AL FF IG -1 - AL IG- 1/1G-2 FF - - 5/A3.02A - 12 - - - 33 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 3/A3.02B 6/A3.02B - - 9 Al LOC.2 1404 34 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 3/A3.02B 6/A3.02B - - 7 D4 LOC.2 - 35 A 3' -0" 7' -0" 1 3/4" WD FF - 2 HM - P1 3/A3.02B 6/A3.02B - - 9 Al LOC.2 1403 36 C 3' -0" 7' -0" 2" AL FF IG -1 - AL IG- 1/1G-2 FF - - 5/A3.02A - 12 Ll LOC.5 - 37 - 2' -0" 3' -8" 3/8" IG -1 FF IG -1 - - - - - - - - - - - 38 - 6' -8" 7' -4" - - - - - - - - - - - - A2 LOC.3 1302 39 B 4' -0" 6' -8" 1 1/2" WD FF - - HM - P1 - - - - 11 - - - 40 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C100 41 EXIST 3' -0" T -0" 1 3/4" - - - - - - - - - - - 13 Ll LOC.1 - 42 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C102 43 EXIST 3' -0" T -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C103 44 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 L1 & K1 LOC. 1 - 45 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 8 D4 LOC.1 - 46 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 8 D4 LOC.1 - 47 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C104 48 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C105 49 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 L1 LOC.1 - 50 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 L1 LOC.1 - 51 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 - - - 52 A 3' -0" 7' -0" 1 3/4" WD P -LAM - 2 HM - P1 3/A3.02B 6/A3.02B - - 6 Al LOC.2 2306 53 - 3' -0" 7' -0" - - - 1 HM - P1 3/A3.02B 6/A3.02B - - - FRAME ONLY NO DOOR - - - 54 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2201 55 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2202 56 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2203 57 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2204 58 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2205 59 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 - - - 60 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C201 61 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 3 Al LOC.1 C200 62 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2001 63 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2002 64 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2003 65 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2001 66 EXIST 3' -0" T-0" 1 3/4" - - - - - - - - - - - 13 - - - 67 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2004 68 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2308 69 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 D3 LOC.1 - 70 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 D2 LOC.1 - 71 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - 3 - - - 72 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 - - - 73 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2301 74 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2303 75 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 15 Al LOC.1 C207 76 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 2307 77 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 3 Al LOC.1 2100 78 EXIST 3' -0" 7' -0" 1 3/4" - - - - HM - P1 - - - - 13 Al LOC.1 2103 - 79 EXIST 3' -0" 7' -0" 1 3/4" - - - - HM - P1 - - - - 13 Al LOC.1 2104 80 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 Al LOC.1 C106 81 EXIST 3' -0" 7' -0" 1 3/4" - - - - - - - - - - - 13 - - - MATERIAL ABBREVIATIONS DOOR AL Aluminum WD Wood P -LAM Plastic Laminate FF Factory Finish Frame AL HM FF IG -1 GL -1 P1 P2 Aluminum Hollow Metal Factory Finish Glazing Glazing Paint Paint SIGNAGE NOTES: 1. ONE SIGN AT EACH DOOR LOCATION 2. MOUNT TO CMU VENEER 3. WOMEN PICTOGRAM WITH INTERNATIONAL HC SYMBOL 4. MEN PICTOGRAM WTH INTERNATIONAL HC SYMBOL 5. ONE SIGN AT EACH OWNER DIRECTED LOCATION 6. MEN AND WOMEN (UNISEX) PICTOGRAM WITH INTERNATIONAL HC SYMBOL 7. SIGNS TO BE POSTED AT ALL LEVELS OF ELEVATOR STOP LOCATIONS 8. CENTER SIGN ABOVE DOOR. OCCUPANCY # TO BE VERIFIED WITH CITY OF TUKWILA 9. SIGNS TO BE POSTED AT ALL STAIR LEVELS 10. PER D.O.T. STANDARDS 11. LOCATE TACTILE EXIT SIGNS AT ALL EXIT STAIRWAYS AND EXITS FROM BUILDING TO EXTERIOR. GENERAL NOTES: 1. VERIFY ALL TEXT WITH OWNER PRIOR TO FABRICATION 3. MOUNT ON WALL PERPENDICULAR TO DOOR WHERE DOOR SWING DOES NOT INTERFERE WITH SIGN ACCESSIBILITY 4. SEE SIGNAGE DRAWINGS FOR MOUNTING METHODS AT WALLS AND RELITES A. FOR MOUNTING AT RELITES, USE DOUBLE STICK TAPE WITH BLANK PANEL AT BACK SIDE. DO NOT ADD HOLES B. FOR INTERIOR WALL MOUNTING, USE CLEAR SILICONE ADHESIVE 5. COORDINATE SIGNS WITH ALL SURFACE MOUNTED ELEMENTS BEFORE INSTALLATION 6. WHERE NECESSARY, MOUNT 6" FROM CORNER AT PERPENDICULAR WALL. 7. PROVIDE SAFETY GLAZING AT ALL DOORS. SIGN CENTER 0' -9" 4 - / / DOOR _ FRAME TYPE 1 \ SIGN CENTER SIGN CENTER 0' -9" _,DOOR_ FRAME 'TYPE 2 /I\ / I\\ / I \ ' I DOOR FRAME \, TYPE 3 / \ I / \ I / \i/ LOC. 1 LOC. 2 SIGN CENTER SIGN CENTER - -t _DOOR- FRAME TYPE 4 0' -9" - STORE - FRONT DOOR LOC. 3 LOC. 4 LOC. 5 SIGNAGE LOCATION TYPES BOTTOM OF SIGN HEIGHT SCALE: 1/4" =1' -0" 0 0 0 w w (I) SEE DOOR SCHFD. SEE DOOR SCHED. TYP. TYP. a 0 w U N / / / ,DOOR PER 'SCHED ti i / / / /DOOR PER `SCHED SEE DOOR SCHED. TYP. 0 0 0 w w 0 w U /I\ / I \ / I \ /' I DOOR PER \ SCHED \I/ CV TYPE 1 TYPE 2 DOOR FRAME TYPES TYPE 3 / / / /DOOR PER `SCHED TYPE 4 S DOOR SCHE . SE DOOR SCHE . TYP. TYP. 0 00 w w I- 0 w U U3 0 0 0 w w U3 0 w DOOR SCHE TYP. SEE DOOR SCHED TYP. lx 0 0 w W U) 0 w U U) TYPE A TYPE B S DOOR SCHE . TYP. TYPE C lx 0 0 0 w w U) a I- d w U U) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION TYPE E b DOOR TYPES � S a TYPE D RECEIVED CITY OF TUKWILA DEC 1 2 2012 PERMIT CENTER •O co CO w� J Q F H N W X oU- O WcO CO I- N W W CO 0 �o Co N z < Z 0 7 0 CO III N- W I- ADVANC FO TECHNOLOGY Y CONSTRUCTION t_. Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax (425) 251 -9781 • V MPROVEMENT z z I�- CO Coo cif Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 KF JP Revisions # Date Description 1 11/20/2 012 BLDG DEPT REVIEW DOOR AND FRAME SCHEDULE A3.03 3 10" INTERNATIONAL RAISED TACTILE PICTOGRAMS, COLOR: ACCENT PER SCHEDULE COLOR: P -1 ROOM # TEXT, 5/8" RAISED TACTILE FONT:18Opt AVANT GARDE BOOK BT, TYP. COLOR: P -1 ROOM TEXT, 5/8" RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR: P -1 COLOR: P -2 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P -2 SIGN TYPE D2 - INTERIOR TACTILE SIGN SIGN TYPE A2 INTERIOR TACTILE SIGN W/INTERCHANGABLE TEXT SCALE: 6" =1' -0" SCALE: 6" =1' -0" 8 1/2" =.4 L_J 4" EXI C 6 SIGN TYPE L1 ;- 0 I RESERVED PARKING O SCALE: 6" = T-0" SCALE: 6" = HC PARKING SIGN DETAIL SCALE: 1" =1' -0" EXIT TEXT, RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR P -2 BORDER COLOR P -1 RAISED CLASS II SS BEAD BRAILLE, COLOR TO MATCH COLOR P -1 tzt M 5 10" 3/4" 1/4" 4 1/4" 41/4" d 3/4" / TEXT- SIGN TYPE D4 - INTERIOR TACTILE SIGN CLEAR POLYCARBONATE (1 3/4 "X 8 1/2") OVER COLOR P -1 PROVIDE OPENING TO INSERT NAME ROOM # TEXT, 5/8" RAISED TACTILE FONT: 18Opt AVANT GARDE BOOK BT, TYP. COLOR: P -2 COLOR: P -1 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P -1 RAISED TACTILE PICTOGRAMS, COLOR: ACCENT PER SCHEDULE COLOR: P -1 ROOM # TEXT, 5/8" RAISED TACTILE FONT:180pt AVANT GARDE BOOK BT, TYP. COLOR: P -1 ROOM TEXT, 5/8" RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR: P -1 COLOR: P -2 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR P -2 SCALE: 6" = 1'-0" 12" 1/4" M ALARM WILL SOUND WHEN DOOR IS OPENED 8 SIGN TYPE K1 - ALARM WARNING SIGN SCALE: 6" =1' -0" TEXT, 5/8" RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR: P -1 COLOR: P -2 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P -2 10 1/2" SIGN TYPE Al INTERIOR TACTILE SIGN ROOM # TEXT, 5/8" RAISED TACTILE FONT: 18Opt AVANT GARDE BOOK BT, TYP. COLOR: P -2 ROOM TEXT, FLUSH FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR P -2 COLOR: P -1 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P1 SCALE: 6" _ 1' -0" 10" EQ 1/4" EQ 1/ '1 TEX 4 SIGN TYPE D3 - INTERIOR TACTILE SIGN SCALE: 6" = 1' -0" 12" INTERNATIONAL RAISED TACTILE PICTOGRAMS, COLOR: ACCENT PER SCHEDULE COLOR: P -1 ROOM # TEXT, 5/8" RAISED TACTILE FONT:180pt AVANT GARDE BOOK BT, TYP. COLOR: P -1 ROOM TEXT, 5/8" RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR: P -1 COLOR: P -2 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P -2 In Case of Fire Use Stairs - - --- Do Not Use Elevators 7 SIGN TYPE! El - FIRE SAFETY SIGN SCALE: 6" =1' -0" COLOR: P -1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION INTERNATIONAL RAISED TACTILE PICTOGRAMS, COLOR: P -2 CITY OF TUKV..It A OCT 0 2 2012 PERMIT CENTER TEXT, 5/8" RAISED TACTILE FONT: 8Opt CENTURY GOTHIC REGULAR, TYP. COLOR: P -1 COLOR: P -2 RAISED CLASS II BEAD BRAILLE, COLOR TO MATCH COLOR: P -2 AD' NIC D TECHNOLOGY CONSTRUCTION 'lc Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425)251 -8483 Fax: (425)251 -9781 MPROVEMENT N z z w I co Co I;' Date: Job No.: Drawn By: Checked by: Filename: Issue Date 21211 SE/AN Revisions Date Description SIGNAGE TYPES A3.04 GENERAL STRUCTURAL NOTES These notes shall govern unless otherwise noted in the drawings. Refer to written specifications for further requirements and amplification of these notes. CODES International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction. Project Jurisdiction: City of Tukwila, State of Washington. DESIGN ASSUMPTIONS Design is based on as -built drawings "South Seattle Service Center" sheets S-1 to 9- 6 dated June 30, 1989 prepared by MGA Architecture and Planning. Structural alterations to existing lateral load - carrying structural elements comply with the exception listed in section 3404.4 of the 2009 IBC. DESIGN LOADS Dead Live Mechanical equipment Actual operating weight is by manufacturer. Weight indicated on drawings is the maximum design load. Notify Architect /Engineer if the manufacturer's operating weight of the equipment provided exceeds the maximum design load, prior to installation of the equipment. Design live loads are from sheet S -I of the original "South Seattle Service Center" dated June 30, 1989. Roof 25 PSF Floors 50 PSF w/ 20 PSF partition dead load Lateral Loads Wind $ seismic properties are provided for information only. The structural alterations to existing lateral load - carrying structural elements were not designed for these loads as they comply with the exception listed in section 3404.4 of the 2009 IBC. Wind Basic wind speed (3 second gust) V = 85 mph Exposure Category B Importance factor (wind) Iw = 1.0 Internal pressure coefficient Gcpi = 0.18 Seismic Occupancy category II Importance factor (seismic) le = 1.0 Spectral acceleration parameters Ss = 1.428 SI = 0.489 Site coefficients Fa= 1.0 Fv = 1.51 Spectral response coefficient Sds = 0.952 Shc = 0.492 Seismic design category D CONSTRUCTION LOADS Reference code: ASCE /SEI 37 -02, Design Loads on Structures During Construction 2. The structure represented in these drawings has been designed to resist vertical and lateral loads prescribed by the reference code in its final constructed condition. The sequence of construction is the responsibility of the general contractor. All loads experienced by the structure due to the incomplete nature of the structure are the sole responsibility of the general contractor. The general contractor must design and provide temporary shoring and bracing until the final built condition, as shown in these drawings, is achieved. 3. The structure represented in these drawings has not been designed to resist vertical and lateral loads imparted by construction equipment. All loads experienced by the structure while supporting construction equipment are the sole responsibility of the general contractor. The general contractor must design and provide temporary shoring and bracing where required to support construction equipment. 4. Where temporary shoring or bracing is required, retain the services of a structural engineer registered in the project jurisdiction to design and detail the bracing of that equipment for the gravity and lateral forces prescribed by the reference code. Submit the stamped and signed design documents to the project jurisdiction as a deferred submittal for approval prior to performing the work. COLD - FORMED METAL FRAMING Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction, Chapter 22 - AISI 5- 100 -07, North American Specification for the Design of Cold - Formed Steel Structural Members. - ANS D1.3 -98, Structural Welding Code - Sheet Steel Strength Material thickness < 54 mil ASTM A1003, Gr 33, 33 ksi Material thickness 54 mill and greater ASTM A1003, Gr 50, 50 ksi Design I. Where required by the drawings, design cold- formed steel members and connections to resist construction and building loads described in these documents. Coordination 1. Structural walls are those shown in the structural drawings. Refer to architectural drawings for non- structural walls, partitions and soffits. Execution 1. Installation of cold - formed metal stud walls shall conform to ASTM C1007. 2. The framing members shall have ends squarely cut by shearing or sawing, be installed plumb, square, true to line and securely fastened per the contract documents or according to the manufacturer's approved engineered connection design. 3. Structural C members are not permitted to have splices or cut -outs in the flanges, unless shown in the drawings. 4. Fastening of structural members shall be accomplished by screws, power actuated fasteners, welding, or a combination of methods. They type, size, and spacing shall be as required by the documents or according to the manufacturer's approved engineered connection design. 5. Provide members and connectors with minimum protective coating of G- 60 galvanized finish. 6. Wherever protective coating is damaged or removed for the purpose of fastening, repair by painting with a zinc rich primer. Submittals 1. All designs required to be provided by the manufacturer shall include drawings and calculations, stamped and signed by an engineer registered to work in the jurisdiction of this project. TYPICAL CONDITIONS Typical details are not referenced at all locations that they apply and may not be referenced at all. Details located on typical detail sheets represent the method of construction to be used at all locations, unless otherwise indicated in the drawings. EXISTING CONDITIONS I. Diagrams and dimensions of the existing conditions are provided for reference only. The general contractor must verify all dimensions and existing conditions prior to commencing work in the area of that existing condition. Notify the Architect /Engineer of any discrepancy prior to fabrication and execution of the work in the area of the discrepancy. 2. Fully coordinate with demolition plans and architect to identify location and extent of structural and non - structural elements to be removed. Where there is a discrepancy between the demolition plans and the structural drawings describing the final built condition, contact the Engineer prior to fabrication and execution of the work in the area of the discrepancy. 3. Coordinate with the owner's representative to minimize disruption to the owner's operation and to provide building user and worker safety. 4. Coordinate with the owner's representative on approval for excessive noise and vibration during hours of building operation. 5. Provide protection for all existing building materials and equipment to remain from damage due to construction operations performed under this contract. 6. Repair or replace any walls, floors, ceilings and /or equipment damaged as a result of construction operations to match existing finish and condition. 7. Where walls, floors, or ceilings are removed only for the purpose of accessing an area of work in this contract, replace the walls, floors, and ceilings to match the original condition. Material and finishes for new walls, floors, and ceilings to match surrounding surfaces unless noted otherwise. Maintain rating or replace with construction of the same rating at all existing fire and smoke rated construction. Verify and maintain the location of existing plumbing, power, communications and data cables so as to not interrupt the continuity of their services, unless noted otherwise. 9, Leave all areas of work broom and dust clean at hard surfaces and vacuum clean at carpeted surfaces. DEMOLITION 1. Refer to demolition drawings for the extent and requirements of demolition work. Coordinate location and extent of demolition work with the structural drawings to achieve the final built condition described therein. Notify Architect /Engineer of any discrepancies between the structural, architectural and demolition drawings prior to commencing demolition. 2. The general contractor shall be responsible for the sequences of demolition, for providing all temporary shoring and bracing as needed to safely resist all loads which the existing structure may experience during demolition. 3. Where temporary shoring or bracing is required, retain the services of a structural engineer registered in the project jurisdiction to design and detail the bracing of that equipment for the gravity and lateral forces prescribed by the reference code. Submit the stamped and signed design documents to the project jurisdiction as a deferred submittal for approval prior to performing the work. 4. Repair or replace any structural elements damaged during demolition to match the strength, quality, and appearance of the existing condition. Retain the services of a structural engineer registered in the project jurisdiction to design the repair or replacement of a damaged element wherever the strength and quality of the existing element is not evident. Submit the stamped and signed design documents to the project jurisdiction as a deferred submittal for approval prior to performing the work. 5. Sawcut existing concrete and masonry walls at least I deep on both faces of wall, all around new openings, prior to removal of material. Do not overcut at corners. 6. Remove all demolition materials from the site unless otherwise noted and dispose of it in a legal manner. COORDINATION The written specifications and the drawings of the architectural, mechanical, electrical and civil /landscape disciplines are to be used in conjunction with the structural drawings for bidding and construction. 2. Dimensions for some secondary elements such as windows, doors, walls and floor edges are located only in the architectural drawings. Shop drawing production for structural elements will require dimensional information contained in both the architectural and structural drawings. All requests for dimensions in shop drawing submittals will be referred to the general contractor. 3. The contractor shall coordinate dimensions and conditions between the drawings (including the architectural, mechanical, electrical and civil /landscape disciplines), the specifications, and the site conditions prior to fabrication and construction. Notify Architect /Engineer in writing of any discrepancies in dimensions or conditions found prior to fabricating and executing work in the area of the discrepancy. Architect /Engineer will respond in writing according to the provisions of the general conditions found in the specifications. Any related work performed by the contractor between the discovery the discrepancy and receipt of the Architect's /Engineer's written response of the will be done at the contractor's risk, 4. Where the bracing of mechanical, plumbing, fire - suppression and /or electrical equipment is not specifically detailed in the mechanical, plumbing, fire - protection and /or electrical drawings or specifications retain the services of a structural engineer registered in the jurisdiction of this project to design and detail the bracing of that equipment for the gravity and lateral forces prescribed by the governing building code. Submit the stamped and signed design documents to the project jurisdiction as a deferred submittal for approval prior to performing the work. 5. Where the bracing of ceilings and other architectural elements is not specifically detailed in the architectural drawings or specifications retain the services of a structural engineer registered in the jurisdiction of this project to design and detail the bracing of those elements for the gravity and lateral forces prescribed by the governing building code. Submit the stamped and signed design documents to the project jurisdiction as a deferred submittal for approval prior to performing the work. 6. Provide coordination drawings showing all anticipated penetrations through the structural elements shown in these drawings. No penetrations through structural elements shall be allowed unless already indicated in the structural drawings or approved in writing by the structural engineer. SUBMITTALS 1. Construction utilizing any given material shall not occur until the approved submittals for that material are received from the Architect /Engineer. CONCRETE. Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction, Chapter 19 - ACI 301 -05, Specification for Structural Concrete - ACI 315 -99, Details and Detailing of Concrete Reinforcement - ACI 318 -08, Building Code Requirements for Structural Concrete Strength Provide concrete mix design in accordance with ACI 301, and meeting the requirements of the Concrete Mix Design Table Coordination I. Conduits embedded within the slab, wall or beam shall be placed between rebar mats where double mats occur. The diameter of the conduit shall be smaller than 1/4 x the member thickness and shall be spaced greater than 4 x the conduit diameter. 2. Coordinate reinforcing steel placement details with structural embeds and embeds specified in other disciplines. Utilize templates for placing steel in congested areas. 3. No concrete work shall be penetrated for piping or ducts, unless shown in the drawings or approved by the Engineer in writing. Execution I. Provide bar supports as required in the contract documents. Concrete dobies shall be minimum 4000 psi with cast -in double annealed 16 go iron wires for tying. Wire chairs shall have Class 1 plastic tips. 2. Provide cover as shown in drawings, with a minimum cover as required by the Concrete Reinforcing Cover Table 3. Provide rebar splice lengths as shown in the drawings, with a minimum splice as required by the Concrete Reinforcing Splice Table 4. Camber concrete forms as shown plus deflection due to the weight of wet concrete. 5. One -way slabs shall be cambered 1 /1000 of the span, unless noted otherwise on the drawings. Cambers of less than 1/8 may be neglected. 6. Air Content and Slump shall be measured at the truck discharge or at the end of the pump, wherever concrete is pumped. Slump shall be within + I "/ -2" of slump specified in the approved mix design submittal. 7, Tie reinforcement into the correct positions using double annealed 16 ga iron wire. Use wire chairs at maximum 36 inch spacing in formed construction and concrete dobies at maximum 24 inch spacing at concrete cast against grade or rigid insulation to elevate the rebar into the designated positions and to maintain the required concrete cover. 8. Cold Bend bars as noted in drawings to radius specified in ACI 315. Bend bars one time only. 9. Trim bars may be omitted when the opening dimensions are less than the rebar spacing, for opening less than 12 x12 . Relocate all interrupted rebar along one side of the opening and place an identical bar on the opposite side of the opening. Alternatively, where the interrupted bar is within 3 of opening edge, rebar may be sprung around the opening with no additional rebar required on the opposite side of the opening. 10. Provide 3/4 chamfer at all exposed concrete edges, unless noted otherwise. Submittals 1. Mix Designs meeting or exceeding the requirements of the Concrete Mix Design Table must be submitted to and approved by the Engineer prior to use. Provide mix designs which correspond to anticipated placement requirements and finish conditions. Deviation from the specified mix design must be demonstrated to be in accordance with ACI 318, Chapter 5 and must be submitted a minimum of two weeks prior to use for approval by the Engineer, with a written explanation of the reason for deviating from the specified mix design. Approval of deviation from the specified mix design is at the discretion of the Engineer. 2. Provide coordinated shop drawings with 14 scale elevations of all walls with all reinforcing, openings, structural embeds, and embedded items from other disciplines, all shown in con junction and dimensioned relative to a common datum. Before submitting shop drawings for structural review, Mechanical and Electrical contractors must mark size and locations of all required penetrations and embeds on wall elevations. l 3. Provide certification to show that all rebar welders hold a current NABO certification and are prequalified according to ANS D1.4 for all weld sizes and positions required. 4. Slab -on -Grade control joints shown in plan are schematic. Contractor provide control joint layout submittal to Engineer for approval showing all control joints that will be provided, conforming to the maximum joint spacing allowed. WELDS Reference codes - ANS D1.1 -04, Structural Welding Code - Steel - ANS D1.3 -98, Structural Welding Code - Sheet Steel - ANS D1.4-98, Structural Welding Code - Reinforcing Steel - ANS D1.8 -05, Structural Welding Code - Seismic Supplement - AISC 341 -05, Seismic Provisions for Structural Steel Buildings, including Supplement No. I dated 2005 Strength Electrodes - E70XX rods, unless noted otherwise I, Where welds are designated as demand critical, they shall be made with a filler metal capable of providing a minimum Charpy V -notch toughness of 20 ft -lb at -20 degrees F as determined by the appropriate AWS classification test method or manufacturer certification, and a minimum Charpy V -notch toughness of 40 ft -1b at 70 degrees F as determined by AISC 341, Appendix X. 2. All other weld used in members and connections in the Lateral Force Resisting System shall be made with a filler metal that can produce welds that have a minimum Charpy V -notch toughness of 20 ft -lb at 0 degrees F, as determined by the appropriate ANS AS classification test method or manufacturer certification. Execution 1. Welding shall be performed in accordance with a welding procedure specification (WPS) as required in ANS D1.1. The WPS variables shall be within the parameters established by the filler metal manufacturer. 2. Field welding symbols have not necessarily been indicated on the drawings. Where no field welding symbols are shown, it is the Contractor's responsibility to coordinate the use of shop and field welds. Submittals I. All welders shall be ANS and NABO certified. Provide certification that each welder is prequalified per ANS D1.1 for each position and weld type that the welder will perform. 2. Provide written Welding Procedure Specifications adhering to ANS D1.1 for all welds to be performed. Welding procedure Specifications must be approved by the Owner's testing agency prior to fabrication or erection. 3. Wherever a weld is included in the Lateral Force Resisting System, provide a Welding Procedure Specification which includes all essential variables of ANS D1.1 as well as the following: - Type of power source (constant current or constant voltage) - Manufacturer and trade name of electrodes used in Demand Critical welds - Manufacturer's certification of notch toughness requirements for electrodes used in Demand Critical welds, MASONRY Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction, Chapter 21 - ACI 530 -08, Building Code Requirements for Masonry Structures - ACI 530.01 -08, Specifications for Masonry Structures Strength Masonry Units: ASTM CqO, Grade N, Type 1, f m = 1500 psi, Block Compressive Strength = 1900 psi, Medium Weight Reinforcing Steel: Deformed Bars shall be ASTM A615, Gr 60, Fy = 60 ksi, new billet stock, unless noted otherwise Welded Reinforcing Steel: ASTM A706, Fy = 60 ksi Grout: ASTM C476, f c = 2000 psi at 28 days, Max aggregate size = 3/8 , Slump = 9 +2 / -1 Mortar: ASTM C270, Type 9, f c = 1800 psi at 28 days Coordination 1. Coordinate reinforcing steel placement details with structural embeds and embeds specified in other disciplines. 2. No masonry work shall be penetrated for piping or ducts, unless shown in the drawings or approved by the Engineer in writing. 3. Conduits embedded in CMU shall be maximum 1 diameter, located a minimum of 1 1/2 clear of all reinforcing and shall be spaced a minimum of 6 on center. 4. Refer to architectural drawings for dimensions and elevations related to the masonry walls. Execution I, Place grout in 4 -0 lifts. Grout lifts may be increased up to 5 -4 with written approval of the Engineer and the Building Official. Mechanically vibrate while placing grout to ensure that cells are completely filled. 2. All CMU shall be fully grouted, unless noted otherwise. 3. Provide vertical rebar positioners at 4 -0 max spacing. 4. Provide rebar splice lengths as shown in the drawings, with a minimum splice as required by the Masonry Reinforcing Splice Table 5, Lay blocks in running bond, unless noted otherwise, 6. Non -Load Bearing Walls are shown as NLB in the drawings. All NLB walls extend full - height to the structure above, unless noted otherwise in structural drawings. At walls noted to not extend full height, brace at maximum 4 -0 spacing according to typical detail. 7. Partial Height Walls are shown as PHW in the drawings. Brace PI-IN at maximum 4 -0 spacing according to typical detail. B. Install expansion bolts in masonry into fully grouted cells with minimum 4 cover all around bolt. q. Install adhesive anchors in masonry into fully grouted cells with minimum 4 cover all around bolt or install in manufacturer's screen tube. Submitta /s 1. Provide coordinated shop drawings with 1/4 scale elevations of all walls with all reinforcing (sizes, spacings, locations, quantities, supporting and spacing devices, and bending /cutting schedule), openings, structural embeds, and embedded items from other disciplines, all shown in con junction and dimensioned relative to a common datum. Before submitting shop drawings for structural review, Mechanical and Electrical contractors must mark size and locations of all required penetrations and embeds on wall elevations. 2. Provide product data for masonry units, fabricated wire reinforcement, wall ties, anchors and other accessories 3. Provide certification to show that all rebar welders hold a current WABO certification and are prequalified according to ANS D1.4 for all weld sizes and positions required. 4. Provide manufacturerer's certificate certifying products meet or esceed specified requirements and conform to ICC code and standards Products 1. Concrete Masonry Units; Acceptable manufacturers; American Masonry Supply, or White Block, or Central Pre -Mix Blcok Division, or Mutual Materials, or Kanto Products, Inc 2. Masonry Reinforcement Bar Positioners; Provide perfabricated positioners manufactured to hold veritcal and horizontal reinforcing bar in place during grouting and mortaring procedures. Saddle type only, #9 gage or more, 80,000 psi brite basic wire meeting ASTM A82 specifications for cold drawn wire, C O finish. MASONRY VENEER Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction, Chapter 21 - ACI 530 -08, Building Code Requirements for Masonry Structures - ACI 530.01 -08, Specifications for Masonry Structures Execution 1. Provide 9 gage galvanized wire type seismic veneer ties, spaced at 16 an center horizontal and 16 on center vertical per typical detail, 2. Provide q gage ladder type galvanized joint reinforcement at veneer mortar joints as required to engage each veneer tie. 3. Provide hot dip galvanized steel angles over all openings in masonry veneer per typical detail. REINFORCING Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction - ACI 318 -08, Building Code Requirements for Structural Concrete - ACI 301 -05, Specification for Structural Concrete - ACI 530 -08, Building Code Requirements for Masonry Structures - AC1 530.01 -08, Specifications for Masonry Structures - ANS D1.4 -98, Structural Welding Code Reinforcing Steel Strength Deformed Bars (new billet stock) ASTM A615 Fy = 60 ksi Weldable Deformed Bars ASTM A706 Fy = 60 ksi Epoxy Coated Deformed Bars ASTM A775 Fy = 60 ksi Plain Welded Wire Fabric (electrically welded) ASTM A185 Fy = 60 ksi Fiber reinforced concrete shall conform to ACI Report 544.lR. Follow manufacturer's recommended mix quantity, but use no less than 1.5 # /cu yd. LATERAL FORCE RESISTING SYSTEM 1. Lateral - forces are transferred by the roof and floor diaphragms to the vertical lateral -force resisting elements (shearwalls, braced frames, moment frames). Moments and shears resulting from these lateral- forces are transferred to the foundation system by the vertical lateral -force resisting elements. Lateral - forces are distributed through this load path in proportion to the stiffnesses of the transferring and resisting elements. Lateral- forces are resisted by the foundation system through passive pressure of the adjacent earth, sliding friction resistance at the soil interface, and overturning resistance of the structure's tributary dead load. FASTENERS Execution I. At repetitive fasteners, place end fasteners no more than 6 from the end of the member, 2 Locate fasteners according to the drawings and with the following minimum edge distance and spacing, unless noted otherwise: Fastener Typical Size, UNO Substrate Min. Edge Dist Min Spacing Powder Driven 0.177 P x 1%q long Concrete 3" 4 "oc Powder Driven 0.177 m x 114 long Steel 11/2" 112" oc Self Tapping Screw %4 0 x 13/ long Concrete 2%2" 3 "oc Self Tapping Screw 4 0 x 13/ long Steel 11/2" 1V"oc Materials I. Shear Stud Connectors (Weld Studs): ASTM 1 -08, Grade C1010 through 1020, forged steel, headed, uncoated: Size and lengths as indicated. Manufactured by TRW Nelson, Stud Welding Products Co., or approved equal. Weld Studs to be connected per manufacturer's recomendations 2. Structural Bolts: ASTM F1852 Load indicator bolts required. Manufactured by Le jeune Bolt Company, or Nucor Fastener Division, or St Louis Screw and Bolt Co. 3. 1 -leavy 1-lex Nuts for A325 Bolts: ASTM A563, Grades C3, D, 1-1, D1-13 4. Expansion Bolts: Bolts, nuts and whatshers shall be in lengths as noted on drawings. Acceptable Manufacturers; "Kwikbolt T -Z" by Hilti, inc, or "Strong -Bolt 2" by Simpson Strong -Tie, or "Powers Stud +SD2" by Powers Fasteners (approved for cracked concrete) 5. Adhesive Anchors: Two -part, self - mixing, cartridge type epoxy adhesive for anchoring rebar, Grade 5 threaded or smooth steel rods, Acceptable Manufacturers; Simpson Strong Tie Co. "SET, ET or Acrylic - Tie Adhesive" or Powers Rawl Co. "Power -Fast +Epoxy or AC ", or ITN Ramset /Redhead "C6- Epoxy ", or USP Structural COnnections CIA Gel 7000, or 1 -lilti "l -lilti Hit Hy 150 System ". STRUCTURAL STEEL Reference codes - International Building Code (IBC), 2009 edition, as adopted and amended by the project jurisdiction, Chapter 22 - AISC 360 -05, Specifications for Structural Steel Buildings - AISC 341 -05, Seismic Provisions for Structural Steel Buildings, including Supplement No. 1 dated 2006 Strength W Shapes, NT Shapes ASTM A992 or A913, Gr 50 ksi Angles, Channels ASTM A36 Fy = 36 1-I5S Square Structural Tube ASTM A500, Gr B Fy = 46 HSS Rectangular Structural Tube ASTM A500, Gr B Fy = 46 HSS Round Structural Tube ASTM A500, Gr B Fy = 42 Steel Pipe ASTM A53, Gr B Fy = 35 All other Steel Shapes ASTM A572 or A588 Fy = 50 All Steel Plate, UNO ASTM A572 or A588 Fy = 50 Steel Plate Designated as 36 ksi ASTM A36 Fy = 36 Fy = 50 ksi ksi ksi ksi ksi ksi ksi ksi 1. Plates 2 thick and thicker, that are part of the Lateral Force Resisting System, shall have a minimum Charpy V -notch toughness of 20 ft -lb at 70 degrees F, measured at any location permitted by ASTM A673. 2. Hot rolled shapes that are part of the Lateral Force Resisting System shall have a- minimum Charpy V -notch toughness of 20 ft -lb at 70 degrees F, tested in the alternate core location as described in ASTM A6. Coordination 1. Refer to architectural drawings for dimensions required for the location of steel elements including, but not limited to, framing around window and door openings, top of parapet and bottom of soffit elevations, wall locations, and edge of deck dimensions. Execution I. The corners of continuity plates and stiffeners placed in the webs of rolled shapes that are part of the Lateral Force Resisting System shall be clipped according to AISC 341, Section 7.5. 2. Weld access holes shall comply with the requirements of AISC 360, Section J1.6. 3. Provide N- Bearing 3/4 diameter bolts through horizontal short slotted holes at beam shear connections, unless noted otherwise. 4. Where connection is not accessible to Twist -off Bolt Guns, provide A325 Bolts with load indicator washers. 5. All exterior exposed structural steel shall be hot -dip galvanized, unless noted otherwise. 6. Unless otherwise noted, beams are equally spaced between dimension points. 7. The Contractor shall be responsible for all erection aids and joint preparations. 8. The Contractor shall be responsible for compliance with all current OSHA requirements. q. Modification to the structural steel, including holes and copes, shall not be made in the field without prior approval of the Engineer. 10. Fabricate structural steel members in accordance with AISC Code of Standard Practice. Ii. Visual special inspection of welds shall be done by an IBC /NABO certified welding inspector Submittals 1. Shop drawings shall include the following information: - Indicate profiles, sizes, spacing, locations of structural members, openings, attachements, connections, and fasteners. - Manufacturer's Mill Certificate Certify that Products meet or exceed specified requirements DRANING LIST ADVANCED' TECHNOLOGY g �� I Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 MPROVEMENT REVIEWED FOR CODE COMPLIANCE APPROVED 50,01 S0.02 SO.03 51.01 51.02 52.01 GENERAL NOTES GENERAL NOTES GENERAL NOTES FLOOR PLANS ROOF PLAN SECTIONS AND DETAILS )3I f� DEC 2 7 2012 City of Tukwila BUILDING DIVISION Rbi..;t1vEt? CITY OF TUKV'MI. A OCT 022012 PERMIT CENTER Date: Job No.: Drawn By: Checked by: Filename: 9 -28 -2012 21211.00 CC HH Revisions Date Description GENERAL NOTES S0.01 BOLTS /RODS Reference codes - AISC, Specification for Structural Joints Using ASTM A325 or A4g0 Bolts. Strength Erection Bolts in Steel ASTM A307, Snug Tight All other Bolts in Steel ASTM F1852, Twist -off Tension Control Bolts All bolts in Wood ASTM A307 Anchor Rods ASTM F1554, Grade 55 Threaded Rods ASTM A36 Hardened Steel Washers ASTM F436 Nuts ASTM A563, Heavy Hex Nuts Submittals I, Include anchor rod setting templates with all base plate shop drawings. Execution 1. Place hardened steel washers between nuts and slotted or oversized holes. 2. All high- strength bolts shall be installed, tightened, and inspected in accordance with the AISC Specification for Structural Joints using ASTM A325 Bolts. The criteria for slip critical connections shall apply to all connections, unless noted as snug tight. 3. Use galvanized bolts, rods, nuts and washers wherever used in exterior applications and wherever connecting galvanized steel elements. STRUCTURAL OBSERVATION 1. Structural Observation by the Structural Engineer is for the purpose of confirming general conformance of the construction with the design intent of the structure. 2. Structural Observation is not intended to review the Contractor's construction procedures or the Contractor's conformance with the contract. 3, Structural Observation is not intended to replace the required Special Inspection program. SHEAR CONNECTOR STUDS Reference Codes - ANS D1.1 -04, Structural Welding Code - Steel - AISC 360 -05, Specifications for Structural Steel Buildings Strength ASTM A1044, provided studs from cold drawn bar conforming with ASTM A29 Submittals 1. Provide manufacturer's certification of conformity with ANS D1.1. Execution I. Shear connectors shall be installed per manufacturer's recommendation, using the manufacturer's specified equipment. Type Use 28 Day Strength (psi) Max Aggregate Size % Air Range Max W/C Ratio Required Additives ** A Interior Slabs* 4000 34" 2% max 0.43 Superplasticizer (6 " -8" Slump) 5 Exterior Slabs 4000 1" 6% ±1% 0.45 Polyfiber Reinf. C All Others 4000 34" 2% max 0.45 - *Provide mix with cement content of 480 -500 # /cu yd and fly ash content of 60 -100 # /cu yd. * *All admixtures shall be chloride free unless otherwise approved by the Engineer. Concrete Mix Design Table 12" = 1' -0" Reinf Size Horizontal Lap ** Vertical Lap Typical Staggered* Typical Staggered* #3 2' -4" l' -q" l' -q" 1' -4" #4 3' -0" 2' -4" 2' -4" 1' -10" #5 3' -I0" 3' -0" 3' -0" 2' -3" #6 4' -8" 3' -7" 3' -7" 2' -q" #7 6' -q" 5' -2" 5' -2" 4' -0" #8 7' -q" 6' -0" 6' -0" 4' -7" #q 8' -8" 6' -6" 6' -8" 5' -2" #I0 q' -10" 71-6" 7'-6" 5' -10" #11 11' -0" 8' -4" 8' -4" 6' -5" *For staggered laps, no more than half of the bars may be spliced in the same location * *Use vertical splice table for horizontal reinforcing if there is less than 12 of concrete below the reinforcing Exceptions: For epoxy coated rebar, increase splice lengths by 50 %. For concrete with strength of 4000 psi or greater, a 15% reduction in splice length is allowed. Concrete Reinforcing Splice Table 12" = 1' -0" Location Size Cover Cast against and permanently exposed to earth All 3" Exposed to earth or weather #5 or smaller 1%2" #6 or larger 2" Interior Wall Faces #11 or smaller 3/4" #14 and #18 11/ " Slabs -On -Grade cast against vapor barrier #11 or smaller 1"* #14 and #18 11/2" Elevated Slabs #11 or smaller 111* #14 and #18 1%2" Interior Frames - Beams and Columns (to Ties, Spirals, or Stirrups) All 11/ 2" Exterior Frames - Beams and Columns to Ties, Spirals, or Stirrups) All 2" ** * Can be 3/4 for 1 -hour fire rating refer to code plan ** Can be 11/2 for less than 4 -hour fire rating, unless exposed to refer to code plan Concrete Reinforcing Cover Table earth or weather - 12" = I' -0" Rebar Placement f'm Horizontal Lap Vertical Lap Center of Wall 1500 psi #3 1' -0" #4 1' -3" #5 1' -11" #6 3' -7" #7 4' -10" #6 or larger Mech Splices Only* Face of Nall 1500 psi #3 I' -11" #4 3' -5" #5 5' -3" #6 Mech Splices Only* #7 Mech Splices Only* #8 or larger Mech Splices Only* *Mechanical splices must achieve 125% of the bar strength in tension. Continuous Special Inspection is required. Masonry Reinforcing Splice Table 12 " =1' -0" ABBREVIATIONS 2 f ie 4 MORE THAN OR EQUAL TO LESS THAN OR EQUAL TO PLUS OR MINUS CENTERLINE PLATE ANGLE DOUBLE ANGLE SQUARE FEET AND DEGREE NUMBER, POUND DIAMETER FOOT, FEET INCH, INCHES PERCENT AT EQUAL ADD'L ADDITIONAL ADH ADHESIVE ADJ ADJACENT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATLY AR ANCHOR ROD ARCH ARCHITECT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATR ALL THREADED REBAR AWS AMERICAN WELDING SOCIETY BAL BCX BF BLDG BLKG BM BOC BOD BOP 80S 80T BP BR8 BRCG BRG STWN BALANCE BOTTOM CHORD EXTENSION BRACED FRAME BUILDING BLOCKING BEAM BOTTOM OF CONCRETE BOTTOM OF DECK BOTTOM OF FOUNDATION BOTTOM OF STEEL BOTTOM BUTTON PUNCH BUCKLING RESTRAINT BRACE BRACING BEARING BETWEEN (C) CHORD /COLLECTOR c CAMBER C AMERICAN STANDARD CHANNEL CANT CANTILEVER C -GROUT COURSE GROUT CFP GIP CJ CJP CL CLR CMU COL COMP CONC CONFIG CONN CONST CONT CONTR COORD CTR CU CY d DBA DBL DC DEG DEMO DET DIA DIAG DIAPH DIM DISC DL DN DO DP DWG DWGS MAIL DW LS (E) EA EF EJ EL ELEC ELEV EMBED ENGR EQ EQUIP ES EW EXP EXIST EXT POLYFIBER (SEE SPECS) CAST IN PLACE CONTROL JOINT COMPLETE JOINT PENETRATION CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN COMPRESSION CONCRETE CONFIGURATION CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CENTER, CENTERED CUBIC CUBIC YARD PENNY (NAIL) DEFORMED BAR ANCHOR DOUBLE DEMAND CRITICAL DEGREE DEMOLISH DETAIL DIAMETER DIAGONAL DIAPHRAGM DIMENSION DISCONTINUE, DISCONTINUOUS DEAD LOAD DOWN DITTO DEEP DRAWING DRAWINGS DOWEL DOWELS EXISTING EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER EQUAL EQUIPMENT EACH SIDE EACH NAY EXPANSION EXISTING EXTERIOR FAB FB FCJ FDN F -GROUT F IN FLG FLI FLR FNDN FOC FOM FOS FRC F5 FT FTG GA GALV GB GLB GR GWB H HAS HCS HDG HDR HGR HORIZ HP HP 1458 1455 HT FABRICATE FLAT BAR FLOOR CONTROL JOINT FOUNDATION FINE GROUT FINISH FLANGE FERRULE LOOP INSERT FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FLANGED REBAR COUPLER FAR SIDE FOOT, FEET FOOTING GAGE GALVANIZED GRADE BEAM GLUE LAMINATED BEAM GRADE GYPSUM WALLBOARD HORIZONTAL HEADED ANCHOR STUD HOLLOW CORE SLAB HOT DIPPED GALVANIZED HEADER HANGER HORIZONTAL HIGH POINT BEARING PILE HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HEIGHT IBC INTERNATIONAL BUILDING CODE IC80 INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICMU INSULATED CMU ID INSIDE DIAMETER IF INSIDE FACE 1J ISOLATION JOINT IN INCH, INCHES 1NCL INCLUDED, INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR JST JT JTS K KSF KS1 L LB LF LIB LIW LL LLH LLV LL88 LNDG LONGIT LP LSH LSL LSL LVL MAS MAT'L MAX MB MC NCR MECH MEP M EZZ MF MFR MID MIN MISC MLB MO MOM MT MT MTL JOIST JOINT JOINTS KIP KIPS PER SQUARE FOOT KIPS PER SQUARE INCH ANGLE POUND LINEAL FT LOAD INDICATOR BOLT LOAD INDICATOR WASHER LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONG LEGS BACK TO BACK LANDING LONGITUDINAL LOW POINT LONG SLOTTED HOLE LONG SLOTTED (HOLE) LAMINATED STUD LUMBER LAMINATED VENEER LIMBER MASONRY MATERIAL MAXIMUM MACHINE BOLT (A -307) MISCELLANEOUS CHANNEL MODIFIED CHLOROPRENE RUBBER MECHANICAL MECHANICAL, ELECTRICAL, PLUMBING MEZZANINE MOMENT FRAME MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS MICROLAM BEAM MASONRY OPENING MOMENT MAGNETIC - PARTICLE TEST STRUCTURAL TEE CUT FROM M SECTION METAL N -GROUT NON SHRINK GROUT NIC NLB NO NOM NS NTS OC OD OF 014 OPNG OPP OPP HD OPT NOT IN CONTRACT NON LOAD BEARING NUMBER NOMINAL NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVERSIZED HOLE OPENING OPPOSITE OPPOSITE HAND OPTIONAL P PC PCF PDF PEN PERP PHW PL PLF PJP PLYWD PP PREFAB PRELIM PS PSF PSI PSL PT PT PTFE PVC R RC RE REF REINF REQ'D RET'G RFRE RJ RO RTU SC SCHED SEC SECT SHT SWIG SIM 5185 SOG SPA SPEC SQ SS 5514 SSL ST STD STG'D STIFF STL STR STRUCT SW SYM T45 T$G TCX TEMP TENS THK THRD TOC TOCW TOF TOP TOS TOW TPG TRA TRANS TSF TYP PIPE PRECAST CONCRETE POUNDS PER CUBIC FOOT POWER DRIVEN FASTENER PENETRATION PERPENDICULAR PARTIAL HEIGHT WALL PLATE POUNDS PER LINEAL FOOT PARTIAL JOINT PENETRATION PLYWOOD PARTIAL PENETRATION PREFABRICATED PRELIMINARY PRESTRESSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER POST TENSIONED POINT POLYTETRAFLUOROETHYLENE POLYVINYL CHLORIDE RADIUS REINFORCED CONCRETE REFERENCE, REFER TO REFERENCE REINFORCING REQUIRED RETAINING RANDOM FIBER REINFORCED ELASTOMERIC RUSTICATION JOINT ROUGH OPENING ROOF TOP UNIT AMERICAN STANDERD SHAPE SLIP CRITICAL SCHEDULE SECURITY SECTION SHEET SHEATHING SIMILAR SHORT LEGS BACK TO BACK SLAB -ON -GRADE SPACING SPECIFICATION SQUARE STAINLESS STEEL SHORT SLOTTED HOLE SHORT SLOTTED (HOLE) STRUCTURAL TEE CUT FROM S SECTION STANDARD STAGGERED STIFFENER STEEL STAIR STRUCTURAL SHEAR WALL SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE TOP CHORD EXTENSION TEMPORARY TENSION THICK THREAD, THREADED TOP OF CONCRETE TOP OF CONCRETE WALL TOP OF FOOTING TOP OF PARAPET TOP OF STEEL TOP OF WALL TOPPING THREADED ROD ANCHOR TRANSVERSE THICKENED SLAB FOOTING TYPICAL UFRC UPSET END FLANGE REBAR COUPLER UNO UNLESS NOTED OTHERWISE UT ULTRASONIC TEST V, VERT VERTICAL VMS VERTICAL MOVEMENT SYSTEM W W/ W/0 WCJ WD WP WP WPS WS WT WT WWF WIDE FLANGE WITH WITHOUT WALL CONTROL JOINT WOOD WIDE FLANGE WORK POINT WELDING PROCEDURES SPECIFICATION WELD STUD WEIGHT STRUCTURAL TEE CUT FROM N SECTION WELDED WIRE FABRIC X -STR EXTRA STRONG XX -STR DOUBLE EXTRA STRONG 0 S x NLB —1 I 1 11, I I v v v v V v v v v v V v V v V v '/ vvvvvvvvvvvvvvvvvvvvv 7vvvvvvvvvvvvvvvvvvvvv "o"o"o"o"o"o"o"o " o"o"o 00000000000 2 S S S S S S =I) 100' -0" T.O.F. EL. = 100' -0" LEGEND Column in Plan - Stops at this Level Column in Plan - Continues above this Level Hold Down Existing Concrete in Plan or Section Cast -in -Place Concrete in Plan or Section Precast Concrete in Plan or Section CMU in Plan or Section Structural Stud Wall in Plan Full Height Wall below Full Height Non -Load Bearing Wall below Lintel Beam in Plan Natural Grade /Earth Structural Fill Compacted Gravel Capillary Break Undisturbed Rock Stepped Footing in Plan CMU Designation Structural Stud Shear Wall Designation Column /Wall Footing Designation Timber Connector Designation Matchline Floor Control Joint (FCJ) Top of Footing Elevation 20LH 280/140 16" I- Joist @24 110/60 W 12x26 C =__ N =__ ( (12 Top of Slab Elevation Depth of Depression Slab Depression Extent of Depression in Plan Open Web Steel Designation WDepthJ (Typel (Total Load1 /!Live Load] (PLF) (PLF) Wood I -Joist Designation Wepthl 1 -Joist ® Spacing !Total Load (PLF)J /!Live Load (PLF)J 01) C W cc I- W I- cc VW <c 3 N wo 1-04 w � X ow 0 w`"" r� wo w<, �o z <w 2z 0 0 win rw ADVANCE TECHNOWGY' NSTRUCTION Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251 -8483 Fax: (425) 251 -9781 Beam Size Designation Camber * Number of Weld Studs Designation Flush Frame Connection- Joist /Girder Designation Moment Frame Connection Designation Direction of Framing Designation Extent of Framing Designation Column Size Designation DETAIL REFERENCE SYMBOLS Direction of View Detail /Section Number Designation Sheet Detailed on Designation Detail /Section Number Designation Sheet Detailed on Designation 0 Reference for Portion of Details REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION MPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: 9 -28 -2012 21211.00 CC HH Revisions Date Description CITY OF T UKiAill A OCT o 2 2012 PERMIT CENTER GENERAL NOTES S0.02 TABLE 1 REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM or MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC FABRICATORS FABRICATORS 1704.2 EACH 50 CY NOR LESS THAN EACH A ON WALL PLACED EACH DAY X SPECIAL INSPECTIONS APPLY TO VERIFICATION OF DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES INCLUDING REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO CODE REQUIREMENTS CONCRETE REINFORCING STEEL AND POST TENSION TENDON PLACEMENT 1704.4 1q07,5 IgI3.4 ACI 318 1.3.2.0 ACI 318 7.5 MASONRY (UNIT /GROUT STRENGTH METHOD OR PRISM STRENGTH METHOD) X 2105.2.2.1.2 PLACEMENT OF CAST -IN -PLACE ANCHOR BOLTS 1704.4 ACI 318 1,3.2.0 GROUT STRENGTH X ALL BOLTS VISUALLY INSPECTED. CONTINUOUS INSPECTION REQ D. FOR SLIP CRITICAL BOLTS VERIFYING USE OF REQUIRED MIX DESIGN(S) 1704.4 1804 1805.2 -4 013.2 ACI 318 1.3.2.A ACI 318 CHAPTER 4 ACI 318 5.2 -5.4 2105.2.2.1.2 X (3) PRISMS PRIOR TO CONSTRUCTION AND (3) PRISMS FOR EACH 5000 SF OF WALL PLACED EACH DAY CONCRETE PLACEMENT 1704.4 1g05.q -10 ACI 318 1.3.2.D ACI 318 5.q -5.10 X ANS D1.1 7.7.1 1st 2 OF EACH SIZE AND TYPE OF STUD EACH SHIFT PLACEMENT OF EMBEDDED ITEMS IN PRECAST MEMBERS AFTER CONCRETE PLACEMENT 1704.4 ACI 318 16.7 X EACH COMBINATION OF DIAMETER, LENGTH, GRADE AND LOT TO BE USED IN THE WORK CHECK BOLTS FOR THREADS IN SHEAR PLANE IF NOT ALLOWED (TYPE X) MASONRY VERIFICATION OF SITE - PROPORTIONED MORTAR AND GROUT 1704.5.1 1704.5.2 1704.5.3 ACI 530 1.14.x AC[ 530.1 2.6A SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/6" X 1704.3.1 ACI 530 1.14x ACI 530.1 1.4 X X ALL WELDS INSPECTED PER ANS DI.3 7.1 OBSERVATION OF REQUIRED PRISM PREPARATION ACI 530 1.14x ACI 530,1 3.38 X WELDING STUDS EXCEPT AS NOTED OTHERWISE PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION ACI 530 1.14.x ACI 530.1 3.3G WELDING STUDS IN STRUCTURAL DIAPHRAGMS X VERIFICATION OF SIZE AND LOCATION OF STRUCTURAL ELEMENTS ACI 530 1.14.x ACI 530 1.2.2.E ACI 530 2.1.4 ACI 530 3.1.6 WELDING STAIR AND RAILING SYSTEMS X 1704.3.3.2 ANCHORAGE OF MASONRY TO FRAMES, STRUCTURAL MEMBERS, AND DIAPHRAGMS INCLUDING TYPE, SIZE, AND LOCATION OF ANCHORS AC1 530 1.13.x ACI 530 1.2.2.E ACI 530.1 2.4 ACI 530.1 3.4 X X TYPE, GRADE, AND SIZE OF REINFORCING STEEL AND PRESTRESSING TENDONS ACI 530 I.13.x ACI 530,1 3.4 ACI 530.1 3.6A PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING TURN -OF -THE -NUT METHOD WITH MATCH MARKING, DIRECT TENSION INDICATOR METHOD, OR TWIST -OFF TYPE TENSION CONTROL BOLT METHOD X REINFORCING STEEL AND CONNECTOR PLACEMENT ANS D1.4 SECTION 7 1704.3.3.3 X CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF REINFORCING STEEL FOR WELDING X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER METALS X X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING USE OF PROPER WPS'S X X COPY OF QUALIFICATION CARDS VERIFYING WELDER QUALIFICATIONS X COPY OF QUALIFICATION CARDS ALL WELDS VISUALLY INSPECTED PER ANS D1.4 7.5 WELDING REINFORCING STEEL ACI 530 1, ACI 530.1 I.8C SC ACI 530,1 1.8D ALL WELDS VISUALLY INSPECTED PER ANS D1.4 7.5 X X COLD /HOT WEATHER MASONRY PROTECTION ACI 530 1.14X X X WELDING REINFORCING STEEL IN SHEAR WALL BOUNDARY ELEMENTS VERIFYING USE OF REQUIRED GROUT MIX DESIGN ACI 530 1.14.X ACI 530.1 3.2D X X INSTALLATION VERIFYING GROUT SPACE IS CLEAN PRIOR TO GROUTING ACI 530 1.14.x ACI 530.1 3.5 X SPECIAL INSPECTIONS APPLY TO ANCI -IOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR /ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE GROUT PLACEMENT TABLE 2 REQUIRED TESTING for SPECIAL INSPECTIONS SYSTEM or MATERIAL TESTING REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY CONCRETE CONCRETE STRENGTH 1704.4 1805.6 ASTM C3q EACH 50 CY NOR LESS THAN EACH A ON WALL PLACED EACH DAY CONCRETE SLUMP ASTM CI43 CONCRETE AIR CONTENT ASTM 0231 CONCRETE TEMPERATURE ASTM C1064 MASONRY (UNIT /GROUT STRENGTH METHOD OR PRISM STRENGTH METHOD) UNIT STRENGTH 2105.2.2.1.2 ASTM C140 SUBMITTAL FOR (6) UNITS PER EACH 50000 UNITS PRIOR TO CONSTRUCTION GROUT STRENGTH 2105.2.2.1.2 ASTM C101q SUBMITTAL FOR EACH 5000 SF OF WALL PLACED EACH DAY AISC ASD A3.5 AISC LRFD A3.4 PRISM STRENGTH 2105.2.2.1.2 ASTM 01314 (3) PRISMS PRIOR TO CONSTRUCTION AND (3) PRISMS FOR EACH 5000 SF OF WALL PLACED EACH DAY PARTIALLY GROUTED WALLS REQUIRE A SET OF TESTS FOR BOTH THE GROUTED AND UNGROUTED CONDITIONS STEEL PRE - CONSTRUCTION TESTING OF WELDING STUDS ANS D1.1 7.7.1 1st 2 OF EACH SIZE AND TYPE OF STUD EACH SHIFT X PRE - INSTALLATION VERIFICATION OF PRETENSIONED HIGH STRENGTH BOLTS 1704.3.3.1 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4g0 BOLTS SECTION 7 EACH COMBINATION OF DIAMETER, LENGTH, GRADE AND LOT TO BE USED IN THE WORK CHECK BOLTS FOR THREADS IN SHEAR PLANE IF NOT ALLOWED (TYPE X) TABLE 1 (CONT) REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM or MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC STEEL FABRICATION OF STRUCTURAL ELEMENTS 1704.2 1708.1 X REFER TO INSPECTION OF FABRICATOR REQUIREMENTS MATERIAL VERIFICATION OF STRUCTURAL STEEL 1704.2 2203.1 ASTM A6 AISC ASD 1a AISC LRFD A3.1a X CERTIFIED MILL TEST REPORTS MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS 1704,3.3 AISC ASD A3.4 AISC LRFD A3.3 X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATIONS OF ANCH OR BOLTS AND THREADED RODS 1704.3 AISC ASD A3.5 AISC LRFD A3.4 MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER METALS 1704.3.1 ANS D1.1 SECTION 6 MANUFACTURER'S CERTIFIED TEST REPORTS X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING USE OF PROPER WPS'S X COPY OF QUALIFICATION CARDS VERIFYING WELDER QUALIFICATIONS X ALL WELDS VISUALLY INSPECTED PER ANS DI.1 6.q SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/6" FLOOR AND ROOF DECK WELDS 1704.3.1 ANS D1.3 SECTION 7 X ALL WELDS INSPECTED PER ANS DI.3 7.1 ANS D1.1 SECTION 7 X ALL WELDS VISUALLY INSPECTED PER ANS D1.1 7.8 TESTED PER ANS DI.1 7.7 WELDING STUDS EXCEPT AS NOTED OTHERWISE X WELDING STUDS IN STRUCTURAL DIAPHRAGMS ANS D1.1 SECTION 6 X ALL WELDS VISUALLY INSPECTED PER ANS D1.1 6.q WELDING STAIR AND RAILING SYSTEMS SNUG -TIGHT HIGH STRENGTH BOLT INSTALLATION 1704.3.3.2 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4g0 BOLTS SECTION q X ALL CONNECTIONS VISUALLY INSPECTED X ALL CONNECTIONS VISUALLY INSPECTED. CONNECTIONS USING DIRECT TENSION INDICATORS, ALL BOLTS SHALL BE INSPECTED AFTER SNUGGING AND AFTER PRETENSIONING PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING TURN -OF -THE -NUT METHOD WITH MATCH MARKING, DIRECT TENSION INDICATOR METHOD, OR TWIST -OFF TYPE TENSION CONTROL BOLT METHOD X ALL CONNECTIONS VISUALLY INSPECTED PRETENSIONED HIGH STRENGTH BOLT INSTALLATION USING TURN -OF- THE -NUT METHOD WITHOUT MATCH MARKING OR CALIBRATED WRENCH METHOD 1704.3.3.3 MATERIAL VERIFICATION OF REINFORCING STEEL FOR WELDING 1704.3.1 003.5.2 ACI 318 3.5.2 AWS D1.4 SECTION 7 X CERTIFIED MILL TEST REPORTS X MANUFACTURER'S CERTIFIED TEST REPORTS MATERIAL VERIFICATION OF WELD FILLER METALS X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING USE OF PROPER WPS'S X COPY OF QUALIFICATION CARDS VERIFYING WELDER QUALIFICATIONS ALL WELDS VISUALLY INSPECTED PER ANS D1.4 7.5 WELDING REINFORCING EXCEPT AS NOTED OTHERWISE X WELDING REINFORCING STEEL IN MOMENT RESISTING FRAMES X WELDING REINFORCING STEEL IN SHEAR WALL BOUNDARY ELEMENTS X WELDING SHEAR REINFORCEMENT POST INSTALLED CONCRETE ANCHORS INSTALLATION 1703.4.2 1704.13.3 ICC EVALUATION REPORT X SPECIAL INSPECTIONS APPLY TO ANCI -IOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR /ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE TABLE 3 REQUIRED SPECIAL INSPECTIONS for SEISMIC RESISTANCE SYSTEM or MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC MASONRY MATERIAL CERTIFICATIONS OF COMPLIANCE 1708.1 X MANUFACTURER'S CERTIFIED COMPLIANCE REPORTS FOR MASONRY UNITS, MORTAR AND GROUT MATERIALS, REINFORCEMENT, ANCHORS, TIES, AND METAL ACCESSORIES MATERIAL VERIFICATION OF REINFORCING STEEL USED IN SHEAR WALL BOUDARY ELEMENTS 1708.3 X CERTIFIED MILL TEST REPORTS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION Rtl.�iwl vt.L? CITY CF "ii,3f I..A OCT 0 2 2012 PERMIT CENTER 0 cea I-.. a cc U N Cin W m Ww I-- 0 __ 0 co w J n W Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425)251 -8483 Fax: (425) 251 -9781 J U 0 MPROVEMENT Date: Job No.: Drawn By: Checked by: Filename: 9 -28 -2012 21211.00 CC HH Revisions Date Description GENERAL NOTES S0.03 frtxzim(2) In U• 4 t7txzim(2) frtx6im(a) t7lxnM(g) 99x91M(a) 99x9IM(2) gEx9I1v1(g) 96x9IM(2) 99x91M(a) OCI OCI OCI OCI OCI Oa OCI scxeim(2) 9n9IM(a) 96)(91M(2) 96x9im(2) Isx9IM(2) isx91M(a) 9n9IM(a) gGx531M(3) OCI OCI OCI OG OCI 00 OCI OCI oci OCI OCI C) In Isx9tm(a) 9n9im(a) OCI 00 00 OCI OCI 00 OCI OCI ggxfrzm(g) ssxetm(2) 96x9im(2) 96x9im(3) Ggxfr6M(2) isx9tm(a) cciz: co Lii ot7x2im(2) otlx9im(2) / ovxgim(2) b1x6im(g) btxzim(2) frixzw(2) / 0 LL- -13 0 F- 0 F- 0 Lu ft =d3 c.1 / r 0 hULw f- OL 111 Cg -ad 0 r MI QLU E ciL 0 • iiz VU Vr ;717' N to (E) PILES AND PILE CAPS, TYP (E) CMU NALL, TYP LII A j REVIEWED FOR POE COMPLIANCE APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION 0 0 EL (r) 0 I- (i) 0 LU PLAN NOTES: I. FOR TYPICAL DETAILS REFER TO 92.1. 2. FOR EXTERNAL EQUIPMENT PROVIDE EQUIPMENT PAD PER 3. 7.7 I DENOTES EXISTING CMU. 4. 'AM/ DENOTES NEVI CMU. PROJECT NORTH CITY OF TUKWILA OCT 0 2 2012 PERMIT CENTER ADVANCED TECHNOWGY CONSTRUCTION L.LC Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251-9781 5.15 ce 0 < ID - Ill 0 ▪ .1 < LU Ox < 0 U. Ui I- (.0 , 0 z - t- Lii 111 I- 0 Z 0 I- 0 CO LU 5.- I- GO CO CO rn114 F-- ce co Date: Job No.: Drawn By: Checked by: Filename: 9-28-2012 21211.00 CC HH Revisions Date Description FLOOR PLANS S1 .01 NEN CONSTRUCTION - ROOF PLAN 1/8" 11-0" (E)1A116x26 (E)IA121x44 (E)N21x62 0 a _t tO LU REFER TO MECH FOR DUCT PENETRATION LOCATION PROVIDE 46x4x1/2 AT LOCATIONS REQUIRED BY MECHANICAL UNIT CONNECT Z. TO THE JOIST PER TYP i 0 (E)N21x62 0 (E)kii‘xsi (E)N12x16 tO LU (E)1412x16_ (E)N18x35 0E 0 0 co LU IT U-1 4.6x4x1/2 (E)N21x57 NEVI MECH UNIT, CENTER UNIT OVER COLUMN AT' D-3 _J c0 ; 0 0 (E)IA121x57 0 (E)IA118x35 0 0 0 0 0 0 0 -1 tO LU (E)1412x16 (E)N18x35 0 0 0 (E)N21x57 0 0 0 (E)N21x57 ci (E)1.118x35 (E )IA112 x 16. 0 0 -1 c0 LU 0 c0 LU tO (E)1A121x44 U-I 10 tO U 1U 10 LU (E )1A112xlci X tO U LU /0 4:0 LU to tO U ILL Lii (E)N21x62 LO ( 4:0 tO U U ...--, ..-..., LU LU .......... ........- 024 U LU (E)11,112x16 ...0 0 oj 0 0 0' 3 0 0 0 n co ;-----, LU 101-0" CLR MIN, SOUTH FACE OF (E)1A121x62 NEN MECH UNIT LOCATION OF MECH UNIT LU Lii 46x4x1/2 46x4x1/2 I. 4.6x4x1/2 I 4.6x4x1/2 46x4x1/2 4.6x4x1/2 46x4x1i (E)N21x44 (E)1A116x26 MECHANICAL DUCT ROOF PENETRATION 1 EDGE FRAMING, TYP EDGE SUPPORT FOR NEN MECH UNIT. JOIST 12 TYP S2.01 bt)..--411 REVIEWED FOR CODE COMPLIANCE -4, APPROVED DEC 27 2012 City of Tukwila BUILDING DIVISION .4. CO CO ol < CO CO W CO Lu . < 0 U Lu .5 <0 cn Lu CO <0 ' W o csi Z 0 t- 0 W u I— CC) CO grn. CO CT) 0 F- 11111 co cc) Al7VAlkICEO, TECHNOLOGY C.0145111UCTION 14,c. Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax (425) 251-9781 MPROVEMENT z Date: Job No.: Drawn By: Checked by: Filename: 9-28-2012 21211.00 CC HH Revisions Date Description PROJECT NORTH CITY OF T OCT 0 RLI.tivto PERMIT CENTER 022012 1.12 0A,4 ROOF PLAN S1.02 6 EXTENT OF CMU INFILL TO 8E GROUTED SOLID AT HEADER: #4x18" LONG IN ADHES ANCI -IOR Q 24lloc rl 8" FROM ENDS (2 MIN) #4 @ 24 "oc HORIZ, UNO TO MATCH DWI. SPACING #4 @ 24 "oc VERT, UNO TO MATCH DWL SPACING AT JAMBS £ SILLS: #4x18" LONG IN ADHES ANCHOR @ 24 "oc, ANCHORS TO BE IN GROUTED CELLS (2 MIN PER SIDE) GROUT (E) CELLS AS REVD TO ENSURE ALL ANCHORS ARE IN GROUTED CELLS CONC @ SILL TYPICAL CMU INFILL 1/2" = 1' -0" CONSTRUCTION SEQUENCE: 1. SAWCUT 1 SIDE 2. INSTALL ANGLE 3. SAWCUT OTHER SIDE 4. INSTALL 2nd ANGLE DO NOT SAWCUT COMPLETELY THRU THE WALL AT BEARING (E) 8" CMU ADD 4.4x31/2x' EACH SIDE, LLV BEAR 8" MIN @ EA JAMB 3/6 "x1 "x4" MIN FLAT BAR @ EACH END OF OPNG 8' -0" MAX OPNG SPAN 3 " /6 1 REMOVE CMU BELOW AT LOCATIONS SHOWN ON THE PLANS (E) CONC OVER METAL DECK (E) W24 w/ WELD STUDS NEW CMU PER PLANS 2 TOP OF NEN CMU NALL 4 1/2" TYP #4 @ 12 "oc, (211 MIN) w (4 CV 2- #5 BOND BM AT TOP OF WALL REPLACE ANY DAMAGED WELD STUDS. SIZE, LENGTH, $ SPACING SHALL MATCH EXISTING. WELD STUDS SHALL BE INSTALLED w/ A NELSON GUN w 1/214 SMOOTH BAR @ i8"oc DRILLED INTO (E) SLAB FOR TIGHT FIT RECOMPACT (E) GRADE 0 ►u NEW 15 MIL VAPOR BARRIER ( STEGO WRAP BY STEGO INDUSTRIES OR APPROVED EQUAL) y2"4)x1' -0" SMOOTH BAR @ 18"oc DRILLED INTO (E) SLAB FOR TIGHT FIT TYPICAL NEW OPENING IN NALL TYPICAL SLAB REPAIR 1 1/2" = 1' -0" Iil = 1' -011 WIDTH STD. HOOK WIDTH 3/4" CHAMFER ADHESIVE ANCHOR OR N -GROUT 2 CONCRETE TOPPING OR SLAB -ON -GRADE BONDING #41—@ 1' -6" O.C, AGENT a @ EACH CORNER #4 PERIMETER Cji BARS INTERIOR PAD ANCHOR BOLTS - SIZE, SPACING, $ NUMBER PROVIDED BY DIVISION 15 OR 16 CONTRACTOR 0 6" MIN. #4 @ 16" #4 @ 12" TRANSV. NOTE: EXTERIOR PAD SIZE OF PAD TO BE PROVIDED BY EQUIP. MFR. SEE MECH. /ELECT. DWGS. FOR PAD LOCATIONS 11 1/2" EXPANSION JOIST MATERIAL SLAB -ON -GRADE (WHERE INDICATED) MECI-4 /ELECT. EQUIPMENT PAD 1 " = 11-0" CONCENTRATED LOAD ADD 4.11/2xIi x%4 EA SIDE OF JST AT ANY ADDED CONCENTRATED LOAD ON JOISTS z CONCENTRATED LOAD 3/16 > EACH END \TYP NOTE: WHEN CONCENTRATED LOADS ARE LOCATED MORE THAN 3" FROM THE PANEL POINTS ADDITIONAL WEB MEMBERS (ONE ON EACH SIDE OF JOIST) SHALL BE FIELD WELDED FROM THE POINT OF LOAD TO THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 16 CONCENTRATED LOAD ON JOIST = FB 2046 CONT. 4.5x34 LLV TYP 4 -SIDES UNO . JOIST 2" 6" DIRECTION OF JOIST STL DECK SPAN I- NEW 15 MIL VAPOR BARRIER (STEGO WRAP BY STEGO INDUSTRIES OR APPROVED EQUAL) RECOMPACT (E) GRADE <c 0 a/6 2_� JOIST . <TYP ie%x3x0' -IO" w/ 2 -3/4 14 BOLTS IN SSH'S IN 4. $ >e OPENING Ilift 3 � �6 4.5x3x3/80' -5%2" LLV IN DECK FLUTE, TYP NEN OPENING IN ROOF DECK (18" TO 6') NOTES: 1. ANGLE SUPPORTS NOT REQ'D WHERE OPNGS DO NOT PENETRATE VERTICAL DECK RIBS. 2. SITE VERIFY (E) DECK FLUTE LOCATIONS, REINFORCE STEEL DECK OPENINGS FROM 6 TO 18 INCHES IN SIZE WITH 2x2x4 INCH STEEL ANGLES. PLACE ANGLES PERPENDICULAR TO FLUTES; EXTEND MINIMUM TWO FLUTES BEYOND EACH SIDE OF OPENING AND FUSION WELD TO DECK AT EACH FLUTE. 5/8,14 PUDDLE WELD @ 181loc ALL AROUND JOIST l` "r It MAX TYP 3/16 4.5x3 LLV 12 1e3/8x4x01-6' w/ 2- 3/ "4) BOLTS IN HORIZ SSH'S LOCATE 4. TO FALL ON THE NEAREST DOWN FLUTE 3/4" = I' -0" (E) FLOOR, TYP 11/2" SAW -CUT " NEW 4. PER PLAN I" 46 (E) WIDE FLANGE BM 17 @ ANGLE CONDITION FLOOR PENETRATION DETAIL @ BEAM CONDITION (E) W BM 3/411 = I' -O" (E) FLOOR (E) W BM 4.4x40/8x2' -4" w/4-3/4"4) EXPANSION BOLTS w/ 5" MIN EMBED @ 8"OC ENSURE BOLTS CENTERED IN CELL GROUT (E) CELLS 6" MIN AROUND BOLTS le%4x5 "xO' -10" 2- 44x4x%4 411 MIN BEARING (E )W8 NEAR $ FAR SIDE/ y4 V CMU SUPPORT AT REMOVED PIER 348" STIFFENER le 3 SIDES @ ALL EXPOSED SIDES /4 (E) FLOOR 4.4x4x% HANGER ALIGN w/ STIFF le EACH END> 4 L4x4x4 KICKER CONNECT TO THE TOP FLANGE OF THE ADJACENT BEAM. COPE $ BEND END AS REQUIRED REMOVE (E) FACE SHELLS AS REQ'D, REFER TO DEMO PLANS (E)W8 FACE OF (E) PIER TO BE REMOVED, DO NOT REMOVE UNTIL ALL STEEL BRACING SYSTEM IS INSTALLED PIER TO BE REMOVED SEE DEMO PLANS (E) W18 (E) CMU LINTEL TO REMAIN 4" CAP I. TOP it SOT HSS5x4x50O' -5" (E) W8 1 " =1' -0" 14' -0" I' —0" 2- #5 @ EACH END OF WALL �- NEW CMU WALL, w/ #5 @ 32 "oc H $ #5 @32 "ocV (E) CMU PIER NALL ELEVATION ALONG GRID 5 OF COMPLETED WALL 1/4 " =1' -0" (E) W24 w/ % "4) WELD STUDS @ 24 "oc TO REMAIN, TAKE CARE NOT TO DAMAGE BM 2nd _FLOOR 141 -8 (VERIFY) 1sT FLOOR 01_011 REMOVE CMU FULL HEIGHT AS SHOWN (E) W18 w/ 5/8 "0 WELD STUDS @ 24 "oc TO REMAIN, TAKE CARE NOT TO DAMAGE BM X (E) TS8x8 TO REMAIN / X / / I OUTLINE OF () CMU PIERS £ LINTELS TO BE REMOVED / \ CUT THE MASONRY FLUSH WITH THE (E) CONC FLOOR SLAB. PREPARE SURFACE AS REQUIRED FOR FLOOR FINISH, TYPICAL 18 NALL ELEVATION ALONG GRID 5 OF EXISTING CONDITIONS TO BE DEMOLISHED 2nd _FLOOR 141-8" (VERIFY) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION 1sT FLOOR 0' -0." '1' 1/4 " =1' -0" Rtutivto CITY OF T,IK 'ILA OCT 0 2 2012 PERMIT CENTER O M am co w CD o i- N Q� X -Q O LL DM (0, -N wo I— co N z aw Z 0 H X a w �w -I- Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 MPROVEMENT 6835 FORT DENT WAY, TUKWILA, WA 98188 Date: Job No.: Drawn By: Checked by: Filename: 9 -28 -2012 21211.00 CC HH Revisions Date Description SECTIONS AND DETAILS S2.01 2 7' MIN EMBED IN 52.01 DWL TO MATCH SIZE $ SPACING OF , NEW VERTICAL WALL REINFORCING, TYPICAL a_ ; ADH ANCHOR, TYP I' —0" 2- #5 @ EACH END OF WALL �- NEW CMU WALL, w/ #5 @ 32 "oc H $ #5 @32 "ocV (E) CMU PIER NALL ELEVATION ALONG GRID 5 OF COMPLETED WALL 1/4 " =1' -0" (E) W24 w/ % "4) WELD STUDS @ 24 "oc TO REMAIN, TAKE CARE NOT TO DAMAGE BM 2nd _FLOOR 141 -8 (VERIFY) 1sT FLOOR 01_011 REMOVE CMU FULL HEIGHT AS SHOWN (E) W18 w/ 5/8 "0 WELD STUDS @ 24 "oc TO REMAIN, TAKE CARE NOT TO DAMAGE BM X (E) TS8x8 TO REMAIN / X / / I OUTLINE OF () CMU PIERS £ LINTELS TO BE REMOVED / \ CUT THE MASONRY FLUSH WITH THE (E) CONC FLOOR SLAB. PREPARE SURFACE AS REQUIRED FOR FLOOR FINISH, TYPICAL 18 NALL ELEVATION ALONG GRID 5 OF EXISTING CONDITIONS TO BE DEMOLISHED 2nd _FLOOR 141-8" (VERIFY) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2012 City of Tukwila BUILDING DIVISION 1sT FLOOR 0' -0." '1' 1/4 " =1' -0" Rtutivto CITY OF T,IK 'ILA OCT 0 2 2012 PERMIT CENTER O M am co w CD o i- N Q� X -Q O LL DM (0, -N wo I— co N z aw Z 0 H X a w �w -I- Advanced Technology Construction 1150 Raymond Ave SW Renton, WA 98057 Phone: (425) 251-8483 Fax: (425) 251 -9781 MPROVEMENT 6835 FORT DENT WAY, TUKWILA, WA 98188 Date: Job No.: Drawn By: Checked by: Filename: 9 -28 -2012 21211.00 CC HH Revisions Date Description SECTIONS AND DETAILS S2.01 A AC ACH ACT AD ADD'L AFF AFG AHU ALUM AMP /AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB DBA DDC DEFT DEG DG DIA DMPR DN DT DWG EXH EA EAT EC EER MECHANICAL ABBREVIATIONS AMPS AIR CONDONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEIUNG ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER /CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEIUNG COLUMN CONCRETE CONDENSATE CONNECT /CONNECTED /CONNECTION CONTINUOUS /CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC /CONDENSER UNIT DOMESTIC COLD WATER /CONDENSER WATER DUCTBOARD /DRY BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ("T -BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE /END CAP /ELEC CONTRACTOR ENERGY EFFICIENT RATING EF EXHAUST FAN EFF EFFICIENCY EL ELEVATION ELEC /ELECT ELECTRICAL /ELECTRIC EP END PLUG EMCS ENERGY MANAGEMENT CONTROL SYSTEM ENT ENTERING EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXIST EXISTING F FAHRENHEIT FAC FIRE ALARM CONTRACTOR FD FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR RC FURNISHED AND INSTALLED BY CONTRACTOR RO FURNISHED AND INSTALLED BY OWNER FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FOB FLAT ON BOTTOM FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR TA TEMP HZ HERTZ BC NTERNATIONAL BUILDING CODE CW NDUSTRIAL COLD WATER D NSIDL DIAMETER /DIMENSION E NVERT ELEVATION MC NTERNATIONAL. MECHANICAL CODE N NCHES N WG NCHES WATER GAUGE PLV NTEGRATED PART LOAD VALUE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LB /LBS POUND /POUNDS LD /LIN DIFF LINEAR DIFFUSER LF /UN FT LINEAL FOOT /FEET LPG LIQUID PROPANE GAS LVG LEAVING LWA SOUND POWER LWG LOW WALL GRILLE LWR LOW WALL REGISTER LINT LEAVING WATER TEMPERATURE MAX MAXIMUM MAU MAKE UP AIR UNIT MBH 1000 BRITISH THERMAL UNITS MCA MINIMUM CIRCUIT AMP ACITY MD MOTORIZED DAMPER MFR MANUFACTURER MISC MISCELLANEOUS MIN MINIMUM /MINUTE MT MOUNT MTD MOUNTED MUW MAKE -UP WATER N/A NOT APPLICABLE NC NORMALLY CLOSED /NOISE CRITERIA NG /NGAS NATURAL GAS NIC NOT IN CONTRACT NO NORMALLY OPEN /NUMBER NPW NON - POTABLE WATER N -R NON- RESIDENTIAL OA /OSA OUTSIDE AIR OB OPPOSED BLADE OBD OPPOSED BLADE DAMPER OD OUTSIDE DIAMETER /DIMENSION P PUMP PCF POUNDS PER CUBIC FOOT PD PRESSURE DROP PH PHASE POC POINT OF CONNECTION PRESS PRESSURE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANITY R RETURN GRILLE /RELOCATED /RETURN RA RETURN AIR RD /RND ROUND REF REFERENCE REG REGISTER REQ REQUIRED RESID RESIDENTIAL RF RELIEF RG RETURN GRILLE RL REFRIGERANT UQUID RPM REVOLUTIONS PER MINUTE RS REFRIGERANT SUCTION S SUPPLY SA SUPPLY AIR SAT SATURATION SD SMOKE DETECTOR S/D SUP & DRIVE CONNECTION SEER SEASONAL ENERGY EFFICIENCY RATING SENS SENSIBLE SG SUPPLY GRILLE SL SOUND LINED SM SPIRALMATE /SHEETMETAL SPEC SPECIFICATION SO SCREENED OPENING SOS SLAB ON GRADE SP STATIC PRESSURE SQ FT SQUARE FEET SR SIDE WALL REGISTER SS . STAINLESS STEEL STRUC STRUCTURAL T TRANSFER TRANSFER AIR TEMPERATURE/ TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE /CURB TOP OF DUCT TOP OF STEEL/TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL/WAILS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE FOIC FOS FOT FP FPM FSD FT � F'�U /T 1 .' G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE /SMOKE DAMPER FOOT /FEET FUTURE FACE VELOCITY GRILLE GAUGE /GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE /REGISTER /DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER TBD TG TOC TOD TOS TOT TSP TSTAT TYP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W/ W /SF WSEC MECHANICAL LEGEND OX 0 I fioxio ;)1 .1261aEl 10X10 b 100(7 Pr* 4=3.1 t„s,4 - 061(116U.1 D RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD ROUND DUCT - TURNING DOWN OR AWAY FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT - TURNING DOWN OR AWAY DUCT OVERLAP BOOT TAP 45' TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES /SPUTTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION (FORCED AIR) AIR FLOW DIRECTION (DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION SMOKE DAMPER FIRE DAMPER COMBINATION FIRE & SMOKE DAMPER SOUND TRAP ACCESS DOORS ACOUSTICALLY LINED DUCT (SOUND LINED) DUCT BOARD FABRIC DUCT VAV BOX CEIUNG SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) CEIUNG RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ;0 ROUND DUCT SYMBOL :0 FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE THERMOSTAT/TEMPERATURE SENSOR HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR CD1 -100 80 0 EXISTING DUCTWORK DEMO DUCTWORK WALL - MOUNTED GRILLE © PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW 2 DIRECTION OF SLOPE DOWN PLUG OR CAP 2 GAS PRESSURE REDUCING ASSEMBLY 2 SOLENOID VALVE ( 2 �- CHWS -5 CHWR S 1--- t-- RSS ---i t NG s t LPG S 2- COWS -i CDWR -f r--- HWS --s iz■■■ HWR --s 2 COND --4 PUMP CHILLED WATER SUPPLY CHILLED WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION NATURAL GAS LIQUID PROPANE GAS CONDENSER WATER SUPPLY CONDENSER WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE MECHANICAL GENERAL NOTES 1, ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT UMITED TO THE 2009 IBC, 2009 WSEC, 2009 IMC. 2, DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3, DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDmoNS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC_.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4* CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER UNING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FttI BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONOMIZERS SHALL BE CAPABLE OF THE FOLLOWING: -0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOUNG IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED (OR GRAVITY DAMPERS PER EXCEPTIONS IN 1412.4.1) WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SETTING OF AT LEAST 5 DEGREES F DOT OT FOR RESIDENTIAL }, BOVEEN TIE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF RESETTING SUPPLY AR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A ANAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF AS REQUIRED PROCEDURES AND WASHINGTON HALL BE ENERGY CODE. THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN I =1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD B. WIRES FOR CEIUNG SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DEUVERING IN EXCESS OF 2000 CFM [INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN 2000 CFM1 OR EACH STORY OF RETURN SYSTEMS OVER 15 000 CFM IN A MULTI -STORY INSTALLATION PER CODE. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHEISE. POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21. ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 22. LLL VERTICAL *SEALED JOINTS INSIDE DE"1HE SHAT OR ROOMS SIDE THE FOLLOWING WITH SHALL CCOONTICNUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC) -ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHAD. BE CAULKED (BY GC). FLUNG WITH ROCK WOOL IS NOT ACCEPTABLE -ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. -USE SECTION 905 OF THE 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPUCATIONS OR APPROVED EQUAL. 24. OTHER TRADES. DETAILS LL OF EQUIPMENT OANNT�E DUCT ROUTING APPROVED SUBM TN CONNECTIONS ARE APPROXIMATE. WHEN APPLICABLE. I CFINAL LOCATIONS WITH 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 AND 5 -12. 26. ELECTRICAL SUBMETERING OF SYSTEMS AS REQUIRED BY WASHINGTON STATE ENERGY CODE CHAPTER 12 IS BY ELECTRICAL DUCT INSULATION (R--- VALUE) N -R INSULATION R -VALUE LAST upDATED RESID. INSULATION R -VALUE :07/21/10 REMARKS DUCT TYPE DUCT LOCATION SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEIUNG SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R -7 R -8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES R -8 1 ,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDRONED SPACE: IN CONCRETE, IN GROUND R -5,3 R -5.0 1,2 SUPPLY WITH <55` OR >105' AIR TEMPERATURE WITHIN CONDITIONED SPACE R -3.3 NOT REQ. 1,2 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.51 AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R -7 FOR REST OF INSTALLATION). 5. R -7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2.800 CFM. SERVE PIPE FLUID TEMP •F INSULATION INSULATION CONDUCTIVITY INCHES LAST UPDATED: 01 17 07 NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING 'F RUN -OUTS UP TO 2 1 & LESS >1 TO 2 >2 TO 4 >4 TO 6 >6 HWS&R 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 HWS &R 105 -140 0.24 -0.28 100 0.5 1.0 1.0 1.0 1.5 1.5 CHWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 CHWS &R <40 0.23 -0.27 75 1.0 1.0 1.5 1.5 1.5 1.5 CDWS&R 40 -45. 0.23 - 0.27 75 0.5 0,5 0.75 1.0 1.5 1.0 CONDENSER WATER FOR NON - ECONOMIZER SYSTEMS- D� DRAWING INDEX SHEET NO. SHEET TT1I.E M0.00 COVER PAGE - HVAC M0.01 EQUIPMENT SCHEDULES - If/AC MOA2 EQUIPMENT SCHEDULES - HVAC M2.O1D 1ST FLOOR DEMO PLAN - HVAC M2.02D 2ND FLOOR DEMO PLAN - HVAC M2.RiD ROOF DEMO PLAN - HVAC M2.01 1ST FLOOR PLAN - HVAC M2.02 2ND FLOOR PLAN - HVAC M2.R1 ROOF PLAN - HVAC M3.01 1ST FLOOR PARTIAL ENLARGED PLAN - HVAC MP2.01 1ST BOOR PLAN - HVAC PIPING MP2.02 2ND FLOOR PLAN - HVAC PIPING MP3.01 _ UQUID REFRIGERANT PIPING DIAGRAM - HVAC PIPING APN NUMBER 2954900445 LEGAL DESCRIPTION GUNDAKERS INTERURBAN ADD LOT 1 OF CITY OF TUKWILA SHORT PLAT NO L93 -0050 RECORDING NO 9403313383 SAID SHORT PLAT OAF - LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 88 -1 SS RECORDING NO 8807210416 BEING A PORTION OF SW 1/4 OF NW 1/4 AND OF NW 1/4 OF SW 1/4 OF SECTION 24 -23 -04 VICINITY MAP NO SCALE SITE MAP NO SCALE SEPARATE PERMITAND APPROVAL REQUIRED Rt1,4:1v ti) CITY OF T:!!{l ILA OCT o22012 PERMIT CENTER PERMIT SET 10 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ w TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 1,,' A OCtD°1? 4;:. °� � r' 38149 4,i ZONAL s's" Revisions 9/28/12 MG PERMIT, SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C- 360 -00860 Project Number 11-1 2 -00860 Issue Date 07/18/2012 COVER PAGE - HVAC b M 0 ■ 00 CITY - i U LTI VA RIA B E REFRIGERANT SYSTEM SCHEDULE LAST UPDATED: 03 27 12 U NIT TAG CU-01 LOCATION UNIT TAG SYSTEM DATA MODUL -1 DATA MODUL -2 DATA OU BASIS OF DESIGN MITSUBISHI RY -P168 YSKMU -A MITSUBISHI _PURY- P96YKMU -A MITSUBISHI PURY- P72YKMU -A OR HP UNITS STORAGE RM TOTAL BTUH 68 000 SENS. BTUH 57 927 LEER 19.4 H TING CAPACITY BTUH 188 000 148 000 80,000 COP kW EACH MOCP SOUND dB 61.0 WEIGHT LBS NOTES 46013 460/3 MEM 1.1111•111111111111111111 =MN 11111111=111111111111111111111=11111111111111111111111111111111111111111111 1.04 208/230/ 1 =1111111111111111111111111 111111=111111111011111111111•11111111111111111111111=111•11111111111 INDOOR AIR HANDLING UNIT UNIT TAG FC 1 -01 FC1 -02 FC1 -03 FC1-04 FC1 -05 FC 1 -06 FC1 -07 FC2 -01 FC2-02 MIN BASIS OF DESIGN MITSUBISHI PLFY- P12NCMU -E _MITSUBISHI _ PLFY -P08N CM U -E MITSUBISHI PLFY- P12NCMU E MITSUBISHI PEFY- P15NMHU -E NOM. TONNAGE 1.00 0.67 1.00 SUPPLY CFM 350 320 350 MITSUBISHI PEFY- P18NMHU -E M M SUBISHI PEFY- P36NMHU -E SUBISHI PEFY- P18NMHU -E M TSUBISHI Y- ONMHU -E MTTSUBI (' *-47 HU TOTALS: 1.50 3.00 1.50 500 2.50 3.00 16.67 6.660 MIN OSA CFM 40 100 150 0 MAX ESP IN WG MIXING BOX 0.00 0.00 0.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 NA CLG CAP BTUH 12 000 8 000 POWER CONS. HTG W 60 50 NA CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 12,000 15,000 18,000 36 000 18 000 15 000 36 000 60 90 110 240 110 60 50 60 70 90 220 HTG CAP BTUH 13 500 9 000 170 90 240 70 220 13,500 17,000 20,000 40 000 20 000 34 000 MCA 0.35 0.29 0.35 RICAL VPH MOCP 1.45 15 208 -230 1 208 - 0.1 208-230/1 208 -230/1 3.50 15 208 -230/1 208-230 1 SOUND MAXDb 34 32 WEIGHT LBS 44 41 34 44 58 58 86 REMARKS 26910 2 6,9 10 2,6 9,10 2,6,7 9,10 3.50 208 -230 1 58 86 1 PROVIDE BC CONTROLLER AS SCHEDULED, CENTRAL CONTROLLER GB -50A, AND SI 2 PRESSURE TEST REFRGERANT PIPING AT 600 PSI 3 INDIVIDUAL MODULE OF CU -01 REQUIRE SEPARATE ELECTRICAL CONNECTION 4 SWITCH DISCONNECT MAY BE REQUIRED FOR EACH UNIT. (ELECTRICAL CONTRACTOR TO VERIFY WITH JURISDICTION HAVING AUTHORITY) 5 R-410A REFRIGERANT, PROVIDE SHUT -OFF VALVES WITH SCHRADER VALVES ON BC CONTROLLER ON ALL PIPING INCLUDING UNUSED PORTS. PROVIDE 1" CONDENSATE DRAIN LINE OFF BC CONTROLLER. 6 ROOM TEMPERATURE SENSOR INSTALLED BY CONTROLS CONTRACTOR 7 NO ECONOMIZER PROVIDED, EOONOMIZER EXCEPTION PER 2009 WA STATE ENERGY CODE SECTION 1433 ECONOMIZERS, EXCEPTION #10 - FOR VRF SYSTEMS. 8 UNIT > 2000 CFM - REQUIRES SMOKE DETECTOR FOR LOCAL SHUTDOWN 9 INSTALL PER MANUFACTURERS RECOMMENDATION 10 FOR TRADE COORDINATION REFER TO LATEST APPROVED SUBMITTALS P A CONTROLLERS PAC- YT51CRB (ONE FOR EACH T NN NG KIT FOR CU -501 SUPPLY, EXHAUST AND RELIEF FAN SCHEDULE LAST UPDATED: 09/27/12 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE CONTROLS FAN CFM ESP IN WG MOTOR ELECTRICAL Sone Rating WEIGHT LBS REMARKS BHP HP V /PH SF1-01 1ST FLOOR CLNG VRF OSA VENTILATION COOK 80SQN -B IN -LINE TIME CLOCK 600 0.9 0.30 1/3 120/1 12.0 151 1,2,3,5,8,9,10 1,6,8,9,10 EF1 -02 1ST FLOOR CLNG MAGNET AREA RESTROOM BROAN L -200 IN -LINE ON -OFF 120 0.6 127 W 120/1 2.3 23 EF2 -01 2ND FLOOR CLNG SERVER ROOM COOK I00SQN -B IN -LINE T -STAT 1,000 0.5 0.34 1/2 120 /1 16.1 125 1,3,8,9,10 EF -1 1ST FLOOR CLNG MAIN RESTROOM EXISTING - PENN 210RA ON -OFF 380 0.3 0.30 130 W 120/1 101 -3 2ND FLOOR 11 EF -2 ROOF 2ND FLR RESTROOM EXISTING - PENN XR94L BAS 486 0.13 1 /10 120/1 11 EF -3 ROOF ROOM 216 EXISTING - PENN XR94L BAS 375 0.13 TRANE 1/10 120/1 90 0.50 11 EF-4 ROOF ELEV EQ RM 104 EXISTING - PENN XR94L BAS 504 0.13 1/10 120/1 1 11 EF -5 2-ND FLOOR CLNG 2ND FLOOR CONF EXISTING - PENN Z6 -TD BAS 60 0.25 50 W 120/1 11 1 ELECTRICAL WIRING, DISCONNECT AND MOTOR STARTER (AS REQUIRED) BY ELECTRICAL CONT 2 FILTER BANK WITH MERV -8 FILTERS 3 SPRING HANGING VIBRATION ISOLATION HANGERS 4 VARIABLE FREQUENCY DRIVE (PROVIDED BY MECHANICAL CONTRACTOR, FIELD WIRED AND INSTALLED BY ELECTRICAL) 5 FAN TO OPERATE DURING BUILDING OCCUPIED HOURS, TIME CLOCK CONTROLS AND INTERLOCK PROVIDED BY OTHERS 6 PROVIDE WITH SPEED CONTROL 7 PROVIDE WITH MOTORIZED DAMPER 8 FIELD COORDINATE EXACT LOCATION 9 INSTALL PER MANUFACTURERS RECOMMENDATION 10 FOR TRADE COORDINATION REFER TO LATEST APPROVED SUBMITTALS 11 EXISTING EQUIPMENT TO REMAIN OR Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACL005BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 Revisions VAV BOX SCHEDULE - HOT WATER LAST UPDATED: 09 2712 VAV UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE COOLING CFM VALVE MINIMUM ESP IN WG FAN MOTOR HOT WATER HEATING COIL WEIGHT LBS REMARKS BTUH CFM EAT °F LAT °F EWT °F LINT' °F GPM PD IN WG HP SPEED MCA V PH 101 -1 2ND FLOOR ALLERGY TRANE VCCD -17 900 135 0.50 1 101 -2 2ND FLOOR ALLERGY TRANE VCCD -11 450 70 0.50 1 101 -3 2ND FLOOR FREEZER RM TRANE VCCD -06 450 70 0.50 1 101-4 2ND FLOOR CHEMISTRY TRANE VCCD -17 600 90 0.50 1 101 -5 2ND FLOOR CHEM /PROCESSING TRANE VCCD -17 600 90 0.50 ° 1 101 -6 2ND FLOOR SHIPPING TRANE VCCD -03 200 30 0.50 1 101 -7 2ND FLOOR OFFICE TRANE VCCD -11 500 75 0.50 1 101 -8 1ST FLOOR OFFICE TRANE VPWF -08 900 135 0.50: 1/3 M 5 120/1 13500 600 66 87 165 081 0.17 105 4,5,6 102 -1 1ST FLOOR RETAIL TRANE VFW D 2415 1,100 165 0.50 M 22000 1100 66 85 165 0.81 1 103 -1 2ND FLOOR SERVER RM TRANE VCCD -11 700 105 0.50 r 1 103 -2 1ST FLOOR MECH RM TRANE VFWD 0604 200 30 0.50 L 4000 200 66 85 165 0.27 1 103 -3 1ST FLOOR WAITING TRANE VFWD 1104 700 105 0.50 : L 7000 350 66 85 165 0.45 1 103-4 1ST FLOOR WAITING TRANE VCCD -11 500 75 0.50 1 204 -1 2ND FLOOR CS /ACC TRANE VFWD 1707 1,200 180 0.50 M 14000 675 66 85 165 0.80 1 205 -1 2ND FLOOR CHEMISTRY TRANE VFWD 3220 3,100 470 0.50 M 33500 1600 66 85 165 0.90 1 206 -1 2ND FLOOR ALLERGY TRANE VFWD 3220 2,880 450 0.50 M 35000 1700 66 85 165 0.90 1 207 -1 2ND FLOOR FUTURE TRANE VFWD1104 750 115 0.50 M 9000 450 66 85 165 0.54 1 208 -1 2ND FLOOR STAFF LOUNGE TRANE VFWD 1707 1,300 195 0.50 M 14000 700 66 85 165 0.81 1 209 -1 2ND FLOOR CORRIDOR TRANE VCCD -06 250 40 0.50 1 209 -2 2ND FLOOR CORRIDOR TRANE VCCD -06 550 83 0.50 1 210 -1 1ST FLOOR SHIPPING TRANE VFWD 1107 650 100 0.50 L 8400 400 66 85 165 0.45 1 18,480 r ; 160400 , 2 3 4 EXISTING UNIT TO REMAIN - REBALANCE AS NOTED EXISTING UNIT TO BE RELOCATED AS SHOWN ON DRAWINGS REBALANCE AS NOTED DEMO EXISTING UNIT AND RETURN TO OWNER STOCKPILE NEW FAN POWERED VAV 5 DISCONNECT (AS REQUIRED) TO BE PROVIDED AND INSTALLED BY ELECTRICAL 6 PARALLEL TERMINAL UNIT - SIZE AS LISTED, PRESSURE INDEPENDENT, FACTORY OPTIONS INLCUDE: - FACTORY INSTALLED 1" THROW -AWAY FILTERS - EXTENDED DAMPER 1/2" DIAM. SHAFT - UNIT CONTROLS AND AUTO RESET 130 DEG. F. THERMOSTAT BY CONTROLS CONTRACTOR - MATT FACED INTERNAL INSULATION TO AIRSTREAM - FIELD VERIFY RIGHT/LEFT HAND OF COW & HOT DECK INLETS PRIOR TO ORDER (HAND DETERMINED BY LOCATION OF COLD DECK LOOKING IN DIRECTION OF AIRFLOW 7 SMOKE DETECTOR REQUIRED. SMOKE DETECTOR PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL. 8 460V /3PH TERMINAL UNITS REQUIRE A FOUR WIRE POWER FEED IN ORDER TO SUPPLY 277V/1PH POWER TO THE FAN MOTOR b 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Drawn Design Team MG Checked ON Scale AS NOTED Drawing Number C- 360 -00860 Project Number 11-12-00860 Issue Date 07/18/2012 EQUIPMENT SCHEDULES HVAC ELECTRIC DUCT HEATER SCHEDULE LAST UPDATED: 09/27/12 UNIT TAG LOCATION SERVES BASIS OF DESIGN KW HEATING STAGES TOTAL CFM TEMP RISE °F DUCT T'STAT LOCATION ELECTRICAL WEIGHT LBS REMARKS WIDTH IN HEIGHT IN FLA V /PH EDH1 -01 FIRST FLOOR CEILING VFR SYSTEM VENTILATION NEPTRONIC DF CIOOH 7.0 2.0 600 36.9 12.0 12.0 DUCT 8.42 460/3 20 1 -4 1 PROVIDE FLANGED CONSTRUCTION, AIR FLOW SWITCH, THERMAL CUTOUT PROTECTION, ELECTRONIC CONTROLS, DUCT T'STAT INSTALLED IN MIXING BOX AND SET TO 55 DEG F. 2 DISCONNECT PROVIDED WITH UNIT TO BE INSTALLED BY ELECTRICAL CONTRACTOR 3 INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTION SEPARATE 4 FOR TRADE COORDINATION REFER TO APPROVED SUBMITTALS PERMIT AND APPROVAL REQUIRED CITY OFTLIOWA OCT 0 2 2012 PERMIT CENTE RMIT SET EXISTING AIR HANDLING UNIT SCHEDULE LAST UPDATED: 09 27 12 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM OSA CFM ESP IN WG CONDENSER WATER COOUNG COIL HOT WATER HEATING COIL INDOOR FAN 111111MIM FLA 50 V /PH 480 3 WEIGHT LBS 3 225 REMARKS EWT °F LWT °F GPM PD FT HD TOTAL BTUH SENS. BTUH EER EWT °F LWT °F GPM PD FT HD OUTPUT BTUH. ©® BHP HP winum AC-1 AC -1 MECHANICAL ROOM MECHANICAL ROOM 1st 1 2nd Fir VAV 1st & 2nd Fir VAV TRANE SWUD -25 TRANE SWUD -29 7 100 11 860 1 065 1 779 2.82 3.56 75 75 89.0 88.5 50 60 10 243 000 313 000 ALUMNUM 10.4 11.1 - 0� - - - - - 56 480/3 3 300 525 1 EXISTING UNIT TO REMAIN - REBALANCE AS NOTED 2 FIELD VERIFY EXISTING UNIT INFORMATION TRANSFER / RETURN / EXHAUST AIR GRILLE SCHEDULE LAST UPDATED 9/27/2012 UNIT TAG BASIS OF DESIGN MAX CFM NECK SIZE IN DA FACE MOUNTING SIZE MATERIAL REMARKS EC1 TITUS 50F -8 500 -- -- T -BAR 24 x 12 ALUMNUM 2,9 110 TITUS 50E-8 1,000 LAT °F T -BAR 24 x 24 ALUMNUM 2,9 ® TITUS 50E-8 2,000 -- -- T -BAR 24 x 48 ALUMNUM 2,9 2ND FLOOR FUME HOODS TITUS 350RL AG -15 150 8 GWB 8 x 8 ALUMNUM 1, 3, 7/8, 9 10 TITUS 350RL AG -15 250 10 GWB 10 x 10 ALUMNUM 1, 3, 718, 9 ® G4 TITUS 350RL AG -15 IIIIIIEEZIIIIIIIIIIIIIIEIIIIIIII MODULAR GWB ALUMNUM 1, 3, 7/8, 9 TITUS 35ORL AG -15 525 14 GWB 14 x 14 ALUMNUM 1, 3, 7/8, 9 G5 TITUS 350RL AG -15 600 14 GWB 16 x 16 ALUMNUM 1, 3, 7/8, 9 T -BAR TITUS 350RL AG-15 900 16 GWB 18 x 18 ALUMNUM 1, 3, 7/8, 9 1 RUNOUT SAME AS DWG NECK SIZE U.N.O. ON D 2 CORE ONLY - LAY -IN 3 SURFACE MOUNT FRAME 4 CHANNEL FRAME - LAY -IN 5 T -BAR LAY -IN 6 PROVIDE OPPOSED BLADE DAMPER (OBD) 7 PROVIDE DUCTBOARD PLENUM 8 PROVIDE SHEETMETAL PLENUM 9 STANDARD #26 WHITE FINISH 10 PROVIDE ALUMINUM GRILLES IN SHOWERS /HUMID AREAS 11 ALL NON - FERROUS MATERIALS IN MRI ROOMS G MODULAR DIFFUSER SCHEDULE LAST UPDATED: 09127112 UNIT TAG BASIS OF DESIGN TYPE NECK SIZE IN DIA MAX CFM CORE SIZE FACE SIZE NC MOUNTING MATERIAL REMARKS DT1 TITUS MCD MODULAR 6 110 6 X 6 24 X 24 LAT °F T -BAR STEEL 1, 2, 3, 4 DT2 TITUS MCD MODULAR 8 230 8 X 8 24 X 24 2ND FLOOR FUME HOODS T -BAR STEEL 1, 2, 3, 4 DT3 TITUS MCD MODULAR 10 350 10 X 10 24 X 24 LH2 -2 T -BAR STEEL 1, 2, 3, 4 DT4 TITUS MCD MODULAR 12 500 12 X 12 24 X 24 T- BAR STEEL 1, 2, 3, 4 DT5 _ TITUS MCD MODULAR 12 600 14 X 14 24 X 24 100 T -BAR STEEL 1, 2, 3, 4 DT6 TITUS MCD MODULAR 14 880 16 X 16 24 X 24 1 -7 T -BAR STEEL 1, 2, 3, 4 DT7 TITUS MCD MODULAR 16 1,120 18 X 18 24 X 24 T -BAR STEEL 1, 2, 3, 4 DT8 TITUS 50F -8 DUMP STYLE 12 600 20 X 24 20 X 24 T -BAR STEEL 1, 2, 3, 4, 7 DG1 TITUS MCD MODULAR 6 110 6 X 6 -- -- SURFACE STEEL 1, 2 3, 5 DG2 TITUS MCD MODULAR 8 230 •' 8 X 8 -- -- SURFACE STEEL 1, 2, 3, 5 DG3 TITUS MCD MODULAR 10 350 10 X 10 -- -- SURFACE STEEL 1, 2, 3, 5 DG4 TITUS MCD MODULAR 12 500 12 X 12 -- -- SURFACE STEEL 1, 2, 3, 5 DG5 TITUS MCD MODULAR 12 600 14 X 14 -- - SURFACE STEEL 1, 2, 3, 5 DG6 TITUS MCD MODULAR 14 880 16 X 16 -- -- SURFACE STEEL 1, 2, 3, 5 DG7 f TITUS MCD MODULAR 16 1,120 18 X 18 -- - SURFACE STEEL 1, 2, 3, 5 1 RUN OUT SIZE SAME SIZE AS DIFFUSER NECK SIZE, U.N.O.ON DWGS 2 ALL DIFFUSERS TO HA1.?E SHEET METAL CAN PLENUM 3 STANDARD #26 WHITE FINISH 4 PROVIDE BORDER TYPE 3, LAY -IN TYPE 5 PROVIDE BORDER TYPE 1, SURFACE MOUNT TYPE 6 DIFFUSER CAN TO HAVE 1" SOUNDLINING WITH PERFORATED PLATE 7 DIFFUSER CAN PLENUM TO BE EQUIPPED WITH PERFORATED PLATE MAKE -UP AIR UNIT SCHEDULE LAST UPDATED 09 /27/12 UNIT TAG LOCATION SERVES - BASIS OF DESIGN OSA CFM FAN MOTOR ESP IN WG HEATING COOLING UNIT ELECTRICAL UNIT dBA 81 WEIGHT LBS 875 REMARKS 1 -11 FLA HP MBTU IN MBTU OUT EAT °F LAT °F TURN DN NG CONN 3/4" MBH TOTAL r 72 MBH SENS 49 EER 1' 11,2 MCA 18.2 ' MOP 2!5 V /PH 460/3 ; MAU -1 ROOF 2ND FLOOR FUME HOODS TRANE YSC072F4RZA 2 100 2.5 ' 1 0.90 150 121.5 24.0 803 4:1 1 WIRING, DISCONNECT AND MOTOR STARTER BY ELECTRICAL CONTRACTOR 2 100% OUTSIDE AIR, NATURAL GAS INDIRECT FIRED UNIT 3 PROVIDE DISCHARGE AIR TEMPERATURE CONTROLS SET TO DELIVER 70F IN WINTER AND 75F IN SUMMER, INTERLOCK WITH BUILDING DDC SYSTEM BY OTHERS 4 PROVIDE DUCT SMOKE DETECTOR AND INTERLOCK WITH BUILDING SYSTEM, INTERLOCK BY OTHERS 5 PROVIDE GAS PRESSURE REGULATOR FROM 2 PSI TO 7" WC 6 INTERLOCK UNIT OPERATION WITH THE OPERATION OF SECOND FLOOR EXHAUST HOODS. INTERLOCK BY OTHERS 7 PROVIDE MERV -8 FILTERS 8 INSTALL IN ACCORDANCE WITH MANUFACTURER INSTALLATION INSTRUCTIONS 9 FIELD COORDINATE EXACT UNIT LOCATION 10 FOR TRADE COORDINATION REFER TO APPROVED EQUIPMENT SUBMITTALS. 11 UNIT CONTROL PANEL TO MEET THE REQUIREMENTS OF THE LATEST VERSION OF NEC AND APPROVED BY THE AUTHORITY HAVING JURISDICTION, PROVIDED BY ELECTRICAL CONTRACTOR LAB HOOD SCHEDULE (RELOCATED E . UIPMENT UNIT TAG • LAST UPDATED 09 27 12 ) TAG LOCATION SERVES BASIS OF DESIGN (OR EQUAL) EXHAUST CFM FACE VELOCITY FPM SP (IN WG) OPNG SIZE IN INCHES EXHAUST COLLAR MOTOR ELECTRICAL HOOD MATERIAL WEIGHT LBS REMARKS WIDTH HEIGHT BHP HP FLA V /PH LH2 -1 2ND FLOOR WET CHEM 2ND FLOOR WET CHEM EXISTING 686 100 OA 38 26 12" 342 342 1 -5 1 -5 ACR -2 ROOF 1st Fk MAGNET RM YORK D1E6042 1 -7 LH2 -2 2ND FLOOR WET CHEM 2ND FLOOR WET CHEM EXISTING 1292 100 OA 62 30 12" 1-7 LH2 -3 2ND FLOOR WET CHEM 2ND FLOOR WET CHEM EXISTING 686 100 0.4 38 26 12" 1 -7 LH2-4 2ND FLOOR WET CHEM EXISTING 519 100 0.4 44 17 12" 1-7 2ND FLOOR WET CHEM 1 OWNER PROVIDED HOODS ARE RELOCATED FROM EXISTING FACILITY 2 EXHAUST HOODS ARE EQUIPPED WITH INTEGRAL FANS, ELECTRICAL CONTRACTOR TO FIELD VERIFY POWER REQUIREMENTS 3 ELECTRICAL WIRING, DISCONNECT AND MOTOR STARTER (AS REQUIRED) TO BE PROVIDED BY ELECTRICAL CONTRACTOR 4 INTERLOCK OPERATION WITH MAKE -UP AIR UNIT, INTERLOCK BY CONTROLS CONTRACTOR 5 HOOD EXHAUST DUCTWORK TO BE GALVANIZED STEEL WITH BACKDRAFT DAMPER AT ROOF PENETRATION 6 INSTALL IN ACCORDANCE WITH MANUFACTURER INSTALLATION INSTRUCTIONS 7 FOR TRADE COORDINATION FIELD VERIFY EXISTING EQUIPMENT REQUIREMENTS PROCESS EQUIPMENT COOLING UNIT SCHEDULE (RELOCATED UNITS) 09/27/12 UNIT TAG LOCATION SERVES BASIS OF DESIGN SUPPLY CFM ESP IN WG COOUNG CAPACITY SUPPLY FAN ELEC SOUND PER ARI 270/370 (dBA) OPERATING WEIGHT (LBS) REMARKS TOTAL MBH SENS MBH TYPE HP MCA MAX FUSE V /PH ACR -1 ROOF 1st F MAGNET RM YORK D1EB042 1 400 1 400 0,50 0.50 42 42 30 30 DRAW THROUGH DRAW THROUGH 3 4 3/4 22.0 22.0 30 30 208 3 208/3 81 81 342 342 1 -5 1 -5 ACR -2 ROOF 1st Fk MAGNET RM YORK D1E6042 1 FOR TRADE COORDINATION FIELD VERIFY EXISTING EQUIPMENT REQUIREMENTS 2 ELECTRICAL POWER AND DISCONNECTS, AS REQUIRED TO BE PROVIDED BY ELECTRICAL CONTRACTOR 3 INTERLOCK UNIT OPERATION WITH THE OPERATION OF MAGNETS IN TREATMENT ROOMS, INTERLOCK BY OTHERS 4 FIELD COORDINATE EXACT UNIT LOCATION 5 INSTALL PER MANUFACTURER RECOMMENDATION EXISTING COOLING TOWER SCHEDULE LAST UPDATED: 09/27/12 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE TOTAL GPM EWT °F LWT °F AMB. WB °F MAX PD . FT FAN MOTOR WEIGHT LBS SOUND DBA REMARKS NO. FANS HP EACH V PH CT -1 PARKING AC -1 &AC -2 BAC VF1. 488 CLOSE CT 110 89 75 67 11.8. 480/3 9,700 1 EXISTING UNIT (e SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF TtIKWit.A. OCT 0 2 2012 PERMIT CENTER IT SET 4 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACL005BJ TAHOMA CLINIC. SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 Ac9 '•.._ a A.9 i2, �� r• 36148 G1� TONAL ECG Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C- 360 -00860 Project Number 11-12-00860 Issue Date 07/18/2012 EQUIPMENT SCHEDULES - HVAC MO . 02 A \ ii II 12X10 DUCT UP TO EF-4 ON/ROOF - 1 11 3/4"CW 3/4:C ti II 7 I , I tt- • CD-10 8"0 r/A EXSITING 11 1212 1o»� 2"NG GAS METER Stair B 135 220 SF f r - : :.•:•,-,,,,..--,--7,...--,,,,,m,i_r„,-r4r,.,-,==tirii...-TT-5.:4-z..vi,itiT IF I , V' rr rr Ar • r i'") ei ;• (E) 0 j I - • • 1ST FLOOR DEMO PLAN - HVAC SCALE: 1/8" = tir '"4-;•‘, „ /7 SEPARA APPEPRRMITAALND IRE'D Rti.;uvr,A.) CITY OF TUKt.A.11 A OCT 02 2012 PERMIT CENTER PERMIT SET 10 Hermanson Hermanson Company LP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 vfflw.hermanson.com Contractor Reg #: HERMACLOO5BJ ----...................--------- TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 4%, s. ‘' DO v 449 4 trS 40 36149 VO/STSO-G AVAL 0 Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 1 1 - 12-00860 Issue Date 07/1 8/201 2 1ST FLOOR DEMO PLAN - HVAC M2 • 01 D -1 3 16"0 2" 12"0 4 20" H S DN W/ VENT DN W/ VENT 0"0 FLUE VENT UP & ON 44, Atikfte$01,4%,4...., ,risiv‘An.et 12"0 H- -"I 2X10 UP TO -4 ON, 1ROOF „ EXH -TO ROOF ■ SL-50 6"0 SL-250 8"0(YP2 4"0 (0"0 3 1,11:5% 209-2 0 1 0"0 px 207-1 SL-300 8"0(TYP2) SL-300 8"0(TYP3) 12X12 UP TO EF-3 ON ROOF 12X12 UP TO E F -2 ON ROOF 8"0 SL-15O LT 8"0 2ND FLOOR DEMO PLAN - HVAC SCALE: 1/8" = ER n SEPARATE PERMIT AND APPROVAL REQUIRED Rti-dtly CITY OF 7,110.11 A OCT 0 2 2012 PERMIT CENTER PERMIT SET 4 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL0058J TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 <1 a WA k Nv 4., 36149 41eCiSTEW )ONAL 4N ° Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drown BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/18/2012 2ND FLOOR DEMO PLAN - HVAC M2•02D EXISTING EF-4 1 EXISTING 12X10 DN EXISTING 6" EXHAUST DN TO EF-5 EXISTING EF-3 0.7,W110,0:1110= EXISTING 12X12 ON EXISTING EF-2 EXISTING 12X12 0 ROOF DEMO PLAN - HVAC SCALE: 1/8" = EXISTING 10%, FLUE VE-T DN -0-.7...0.:::.-0°-•7:0:0°.°0,:=00.-00.:,:.0=-7„•-;•=0,00-7,;10,;0°'•00.7.0-••00-S00-001F"•••/,0.0:00=°°°°°.-~~--4-7°°=°;==z7.---- bar-Op SEPARATE PERMIT AND APPROVAL REQUIRED PER RtkoL11:t.LJ CITY OF T;TKoill A OCT 0 2 2012 °ERMIT CENTER IT SET Hermanson Hermanson Company LP 1221 2nd Avenue North Kent, Washington 98032 Tel (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 0°D°R "■) t V ST , 0 ca V3 1 ,s 36149 4. 4rAbiSTV% W NAL Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/18/2012 ROOF DEMO PLAN - HVAC M2.R1D DT8- 500 12"0(TYP 4) SL-290 $L-240 8"0(TYP6 • : DT8-91. • I I 2) I 2 .070 t 1. 41;4 C;$ SL - 24;0 890(TYP5 SL- 670(TY t , :a:4= 1. 1\ 12X1010 „TO 4 ON RO I r 0 SL.-(.-J2 6"0; ,•••• • • • • , I1!, , 4 • , • : , t • 1 Olit:1: , I • • ii •, 4271 1 „._........„,1 - t :i• t: 1 it 1 11 1*'1 '1.11-1"111' P:- 13 5-CE - ,A.,,,,,‘f"-rj7 243-CFt 12X12 UP TO 12X12 UP TO EF 3 ON ROOF 2- ON ROOF •----;1= • . 1 ; 111 N1_' ; ! , SL4: 300 7 "0(TYP2)1 •‘1 .;1; I 11,11 207-1 .-1 L 50 Ii ........ 2ND FLOOR PLAN - HVAC SCALE: I • I SL-360 1V,••••-1 0"OPYP :11 DESIGN NOTES: 0 12*0 HOOD EXHAUST UP TO GOOSENECK ON THE ROOF. 10'0 RESTROOM EXHAUST UP TO GOOSENECK ON THE ROOF, SHAFT BY OTHERS. 0 TRANSFER AIR OPENING ABOVE THE CEILING 3SFT FREE AREA MIN. BY GC. SHEET NOTES: 1. (R) - RELOCATED 2. (E) - EXISTING 16X16 SUPPLY AND RETURN UP TO ACR-1 PROCESS COOUNG EQUIPMENT ON THE ROOF 180 SUPPLY AND RETURN DN TO FIRST FLOOR MAGNET ROOM EQUIPMENT 16X16 SUPPLY AND RETURN UP TO ACR-2 PROCESS COOLING EQUIPMENT ON THE ROOF SEPARATE PERMIT AND APPROVAL REQUIRED z.0 CITY OF TIII<WIt A OCT 0 2 2012 PERMIT CENTER PERMIT SET Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent* Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ ---.........................--------- TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 DL o ot •=;' 93 c,?.• 36149 (.1 # w4b-TSISOv °NAL Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NO I ED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/18/2012 2ND FLOOR PLAN - HVAC M2•O2 EXISTING EF-4 GOOSENECK DN TO LAB-HOODS BELOW EXISTING 12X10 DN 1 8X 1 8 INSULATED EXISTING 6" EXHAUST DN TO EF-5 EXISTING EF-3 GOOSENECK DN TO LAB-HOODS BELOW 1 8X 1 8DN X424,147.7. 44* X 4,r 4.14. 4 4" GAS DN TO A CONNECTION WITH MAIN IN THE HANICAL ROOM 444. .4.-XXXV 4,444-11, 444.114 R444. 4 1-1/4" GAS EXISTING 10% FLUE VE T ON 1 0"FLUE DN EXISTING EF-2 EXISTING EXISTING 12X12 DN 12X12 ON GOOSENECK DN TO 1ST FLOOR BATHROOM EXHAUST ROOF PLAN HVAC SCALE: 1/8" = ACR-1 M~, ACR-2 SEPARATE PERMIT AND APPROVAL REQUIRED FILutivto CITY OF TUKWILA OCT 0 2 2012 PERMIT CENTER PERMIT SET *11) Hermanson Hermanson Company LP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL00511i TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 '447 0°D°41? k-N $ WAS co A. CZ CI 36149 _k/STSO WONA Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No: Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/1 8/201 2 ROOF PLAN -HVAC M2R1 _, CT-1 EXISTING 3"GS 3"GR 3/ 4"cw I I_ I NINON I I MIN I I I I EXISTING 12"NG\J EXISTING 26X28 OL1ENjNG TO PLENUM EXISTING 22X28 optml\i' G TO PLENUM EXISTFNG 24X24 UP EXISTING 1-1/2"HWS 1JP EXISTING 20"O UP , V---- Y. --,-• ,-• I EXISTING :1-1 /2"HWR I UP EXISTING 10»� FLUE VENT UP NEW 10*0 FLUE UPL D I ,, o EXISTING I , u , HWR 1 —1 /4" 1-1/4" v) to CNI CN CN I FD- ED-1 r 1 1 MO \ I I I EXISTING LOUVER 1 4:1 1ST FLOOR PARTIAL ENLARGED PLAN — HVAC M3.01 SCALE: 1 /4" = -0" 2"NG GAS METER SEPARATE PERMIT AND APPROVAL REQUIRED RCit) CITY OF TUKIMI A OCT 02 2012 PERMIT CENTER PERMIT SET ermanson Hermanson Company LIP 1221 2nd Avenue North Kent, Washington 98032 TeL (206) 575-9700 Fax (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 "c) OM%) + A CA , 36149 , 4koisTSSV NAL 0 ' Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design MC Drown BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Dote 07/18/2012 1ST FLOOR PARTIAL ENLARGED PLAN -HVAC M3•O1 FC1-03 I Li 110"x42n HOUSEKEEPING PAD BY GC. CU-01 I AMU I I WINN I I MIN I I I I MIMI I I 2"tsiG GAS METER D. SEE FOR FC1-04 t =7- EXSITING I I I I 11111W I I SW kl MN I r IMMO I I REF LIQD LINES REF SUCT. UNES UP FC1.01 m FC1-02 I 1 102-1 U RI & RS & QN •LINES (TYP3) 1/2* HWS&R 101-8 1 1ST FLOOR PLAN - HVAC PIPING SCALE: 1/8" = 1)-0" SHEET NOTE: 1. REFER TO SHEET MP3.01 FOR REFRIGERANT PIPING SIZES. SEPARATE PERMIT AND APPROVAL REQUIRED Rht,tivt0 CITY OF TUKIIII1 A OCT 0 2 2012 PERMIT CENTER PERMIT SET Hermanson Hermanson Company LP 1221 2nd Avenue North Kent, Washington 98032 TeL (206) 575-9700 Fax (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 10°D(Ii? av et It 36140 4C/S°00_: I NAL V". Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked ON Scale AS NOTED Drawing Number C-360-00860 Project Number 1 1 —12-00860 Issue Date 07/18/2012 1ST FLOOR PLAN- HVAC PIPING M P2•O I H S DN W/ VENT DN W/ VENT REFRIG. UNE DN REFRIG. LINE REFRIG. UNE I.:L 0 to' 207 - 1 2ND FLOOR PLAN - HVAC PIPING SCALE: 1 _ 0" SHEET NOTE 1. REFER TO SHEET MP3.01 FOR REFRIGERANT PIPING SIZES. bx SEPARATE crAVIOn A PERMIT AND APPROVAL OCT 0 2 2012 REQUIRED PERMIT CENTER PERMIT SET Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel (206) 575-9700 Fax: (206) 575-9800 wvvw.hermansonzorn Contractor Reg #: HERMACL0058,1 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 ,c) a wAsit <2. ISY 4IP •cy ) ., co_ 4:6149 4? AL 0 Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 1 1 — 12-00860 Issue Date 07/18/2012 2ND FLOOR PLAN - HVAC PIPING I MP2•02 Tahoma Clinic VRF Hermanson 11] RIN EVA MC MORA INICIANIE MS 12=21014ini iII1ViI alUSIOINIM RINsP T DP :iv 1:111 111 Itijik CONT.Nol IPAGEI 1/1 16-2 AWG(S) CITY MULTI SYSTEM SCHEMATIC DWG. Additional refrerant charge is needed depending on the size and length ri atended Wog. Please ref the amount of pre-charge and the formula of calctiation which is mentioned on the data hook. 125416 Allt) : 11546 AVIG) or we. 0.75420 P13) : helium tinek24 tit) and 0.15420 13/414 System 1 H 3- P-1 208-230V/60 FUSE -P1 68YSKMU-A PU RY 000 F:212:42:4 iC100-249/ 16-2 AWG(S) 2°8-230Vilia3 TB7 La2L3 Tf37 PURY-P96 PURY-P72 YKMU-A YKMU-A 05 052 16-2 AWG(S) 2core 206:iysi;1— I 208:230Q- M2 053 L1U 1 2 3 4 5 6 7 IltI7S121 IT iIIiIIL I I LLI-- fc-Ks-pi010NU-GA 1P8 P6 17 ii:236rWro 2307-61-0 218-230r6h L L2e G L L2 L2 00 i L U 0021 4, ...../TIPEFY 1116Y 711115)EP(73 GP1 T GP2 1 -P15NMAU-E2 -P15NMAU-f2 -P18NMAU-E2 16-2 AWG(S) ;14-2 ISO P3 911101 3-7 ON fa HO Mang Woman aide ‚ii P6 1P7 P7 "13°Q-- 1w— N2X/6-11— $ 218- F GP6 G-1 004 TB15 ‘31/1 ii PEFY -P18NMAU-E2 G L'L2 G 005 006 T8I5 uP4 TTBl5 PEFY PEFY -P3ONMAU-E2 -P36NMA P7 ips 1. 230rru-st-; 1_2 L L2 G --1 L',12 G -1 L L2 G 1 0071r 0081 009 f4..zo Tan GP7 T TM5 171111 TBI5 "1" 1P6 P6 218-230r6_u G 0101 Tr Thu Gp iv PLFY -P12NPAU-E E2 PEP( PLFY PLFY -P36NMAU-E2 -PO8NCMU-E -P12NCMU-E CR I I MITT- 2 Fe REMARKS LIQUID REFRIGERANT PIPING DIAGRAM - HVAC PIPING SCALE: 1/8" = -0" MITSUBISHI ELECTRIC CORPORATION PREPARED ON 2012/09/20 SEPARATE PERMIT AND APPROVAL REQUIRED REGLI t CITY OF TUKINK A OCT 0 2 2012 PERMIT CENTER PERMIT SET Hermanson Herrnanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.con, Contractor- Reg #: HERMACL0058J TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 • --------a......•■•N---------- 416FiT°T ji) 4t46 Ilk A 36140 AO .01SISS7' e ZONAL S‘.‘ Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/18/2012 LIQUID REFRIGERANT PIPING DIAGRAM - HVAC PIPING MP3•01 A ABS ABV AC AD ADD /ADQ'L ADJ AFF AFG AP ARCH ASME ATM BHP BIDG BOP BOT BTU BTUH C CA C TO C CAP CB CDW CENT CFF CFM CHW CI CLG CMU CO CO2 COL CONC COND CONN CONT CONTR COORD CT CU CW DCVA DDC DEG DI DIA DIFF DISCH DN DOM DR DS DWG DNN EA EFF EL ELEC ELECT EME ENT EQUIP ES ET EWC EWT EXIST EXP EXT F F TO F FA FCO FD FDN FF FFD FTC no FLEX FIR FO FOB FDIC FP FPM FPS FPWH FS Ffj GA GA GD GC GEN GND GPH GPM HB HD HDR HG HORIZ HOA HP HR HT HW HWC HX HZ CW D E N N WG NSUL PLUMBING I PIPING ABBREVIATIONS AIR COMPRESSED AIR ACWLONITRITE BUTADIENE STYRENE ABOVE AIR COMPRESSOR ACCESS DOOR/AREA DRAIN/AIR DRYER ADDIiNN ADDITIONAL ADJAC /ADJUST/ADJUSTABLE/ADJUSTMENT ABOVE FINISHED OOR ABOVE FINISHED GRADE ACCESS PANEL ARCHITECT AMERICAN SOCIETY OF MECHANICAL ENGINEERS ATMOSPHERE /ATMOSPHERIC BRAKE HORSEPOWER/BOILER HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BRITISH THERMAL UNIT BRmSH THERMAL UNITS PER HOUR CONDENSATE COMPRESSED NR CENTER TO CENTER CAPACITY /END CAP CATCH BASIN CONDENSER WATER CENiRIFt1GE NTRIFUGAL CHAP FOR FUTURE CUBIC FEET PER MINUTE CHILLED WATER CAST IRON CEILING CONCRETE MASON KY UNIT CLEANOUT /COMPANY /CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSATE CONNECT CONNECTD/CONNECTION COOII N�N ��S /COMIINUAiION COORDINATE COOLING TOWER CUBIC/COPPER/CONDENSING UNIT DOMESTIC COLD warms DOUBLE CHECK VALVE ASSEMBLY DIRECT DIGITAL CONTROL DEGREE/DEGREES DEIONIZED WATER DIAMETER DIFFERENTIAL/DIFFERENCE/DELTA DOWN DOMESTIC DRAIN DOWNSPOUT DRAWING DRAIN, WASTE AND VENT EACH EFFICIENCY ELEVATION � CTRI CTRIC ENTERING EQUIPMENT EMERGENCY SHOWER EXPANSION TANK ELECTRIC WATER COOLER/ EVAPORATIVE WATER COOLER ENTERING WATER TEMPERATURE EXISTING EXPANSION/EXPOSED/EXPLOSION PROOF FAHRENHEIT /FAD /FILLER FACE TO FACE FACE AREAJFIRE ALARM FLOOR CLEAN OUT FLOOR DRAIN FOUNDATION FllJISH FLOOR FUNNEL FLOOR DRAIN FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLOOR FUEL OIL FLAT ON BOTTOM FURNISHED BY OWNER INSTALLED BY OTHERS FREEZE PROOF/FIRE PROTECTION FEET PER MINUTE FEET PER SECOND FREEZE PROOF WALL HYDRANT FLOOR SINK, FLOW SWITCH FOOT/FEET GALL N GALVANIZED. GARAGE DRNN GARBAGE DISPOSAL GENERAL CONTWTOR GENERAL. GROUND GALLONS PER HOUR GALLONS PER MINUTE HOSE 8188 HEAD HEADER MERCURY HORIZONTAL HAND-OFF-AUTOMATIC HORSEPOWER HOUR HEIGHT DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCUUIING HEAT EXCHANGER HERTZ NSTRUMENT AIR NDUSTRIAL COLD WATER NSIDE DIAMETER/DIMENSION N4ERf ELEVATION NCH/INCHES NCHES WATER GAUGE NSULAiE /INSULAl10N INV INVERT TRW IRRIGATION WATER IW INDIRECT WASTE KWH KILOWATT HOUR KEC KITCHEN EQUIPMENT CONTRACTOR LAV LAVATORY LB /L8S POUND/POUNDS LBS /HR POUNDS PER HOUR LPG LIQUID PROPANE GAS LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACIiY MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MINUTE MISC MISCELLANEOUS MM MIWMEiERS MPS MEDIUM PRESSURE STEAM AfID MOUNTED N NITROGEN N/A NOT APPLICABLE NC NORMALLY CLOSED/ NOISE CRITERIA NG NATURAL. GAS NIC NOT IN CONTRACT NO NORMALLY OPEN/ NUMBER NO2 NITROUS OXIDE NOM NOMINAL NPW NON - POTABLE WATER NTS NOT TO SCALE 02 OXYGEN OC ON CENTER OD OUTSIDE DIAMETER/DIMENSION ODP OPEN DRIPPROOF ORD OVERFLOW ROOF DRAIN OVHD OVERHEAD P PUMP PCV PRESSURE CONTROL VALVE PD PRESSURE DROP/ PIT DRAIN / PUMP DISCHARGE PERF PERFORATED PH PHASE PIRG PLUMBING POC POINT OF CONNECTION PRESS PRESSURE PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PVC POLYVINYL CHLORIDE QTY QUANTRY RISEIR RCVR RECEIVER RETURN RD ROOF DRAIN REFRIGERANT DISCHARGE RECIRC RECIRC�TI GJ RECIRCULATE RED REDUCE REDUCING REF REFERENCE CE REG REGULATOR RL RAIN LEADER/ REFRIGERANT LIQUID RND ROUND RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MNUfE RS REFRIGERANT SUCTION RV RREIIIEf VALVE � Ei¢ S SOL{ SUPUPLYDISCHARGE SAN SANITARY SAT SATURATION SD STORM DRAIN SDO STORM DRAIN OVERFLOW SECT SECTION SO SCREENED OPENING SOL SOLENOID SOLV SOLENOID VALVE SP STATIC PRESSURE/ SPRINKLER SPEC SPECIFICATION SQ FT SQUARE FEET SS SANITARY SEWER STRUC STRUCTURAL SUCT SUCTION TBD TO BE DETERMINED TD TEMPERATURE DIFFERENTIAL TEMP TEMPERATURE/ TEMPORARY THERM THERMOM TOP TOP OF PIPE TP TYP UNFIN UNK UNO UR UViIL AC VB VEL vE VOL VS VTR W v/Co wco WGE WH MILD W11 WO WP WPC WS Wf WWP Y TRAP PRIMER TYPICAL UNDERGROUND UNFINISHED UNKNOWN UNLESS NOTED OTHERWISE UNIFORM PLUMBING CODE URINAL UTIIlIY vENT/ VOLT �N��RTUMAVOL75 ATE A1WcURE /VCUUM VALVE BOX/ VACUUM BREAKER VELOCITY/ VERIFY EXACT LOCATION VOLUME VENT STACK VENT THROUGH ROOF WWITH AS1E/ WATER/ WIDTH/ WATT WITHOUT WATER CLOSET WALL CLEANOUT WASTE GAS EVACUATION WALL HYDRANT/ WATER HEATER/ WATiHOUR WELDED WATER METER WASTE OIL WATERPROOF/ WERPR00F C� NG PROOF WASTE STACK/ WEATHERSTRIP WATERTIGHT/ WEIGHT WORKING WATER PRESSURE WYE PLUMBING / PIPING LEGEND 0 ELBOW UP ELBOW DN VALVE IN DROP • VALVE IN RISE DIRECTION OF FLOW DIRECTION OF SLOPE DOWN I-- ECCENTRIC REDUCER /FOT TEE OUTLET UP w TEE OUTLET DOWN UNION PIPE ANCHOR EXPANSION JOINT STRAINER WITH BLOWDOWN VALVE "a GATE VALVE GLOBE VALVE '0' BALL VALVE CHECK VALVE 173 PRESSURE REDUCING VALVE - WATER Tom- FLOW BALANCING VALVE (AUTO OR MANUAL) T &P RELIEF VALVE VACUUM BREAKER GAS COCK LINE CLEANOUT PRESSURE GAUGE WITH GAUGE COCK THERMOMETER FLEXIBLE CONNECTION ABOVE WALL CLEANOUT PLUG OR CAP GAS PRESSURE REDUCING ASSEMBLY WATER HAMMER ARRESTOR BUTTERFLY VALVE SOLENOID VALVE BACKFLOW PREVENTER REDUCED PRESSURE BACKFLOW PREVENTER P &T PORT EXISTING PIPING DEMO PIPING WASTE VENT DOMESTIC HOT WATER - RECIRCULATING DOMESTIC HOT WATER DOMESTIC COLD WATER ACID VENT ACID WASTE GREASE WASTE NON - POTABLE WATER DEIONIZED WATER CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN REFRIGERANT LIQUID REFRIGERANT SUCTION WV ACUASTE UM GAS EVACUATION COMPRESSED AIR CARBON DIOXIDE NITROGEN NITROUS OXIDE OXYGEN MEDIUM PRESSURE STEAM SUPPLY MEDIUM PRESSURE STEAM CONDENSATE RETURN LOW PRESSURE STEAM SUPPLY LOW PRESSURE STEAM CONDENSATE RETURN FUEL OIL SUPPLY FUEL OIL RETURN NATURAL GAS LIQUID PROPANE GAS HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE FLOOR CLEANOUT FLOOR DRAIN FLOOR DRAIN WITH OVAL FUNNEL FLOOR SINK PUMP ROOF DRAIN OR OVERFLOW DRAIN PLUMBING FIXTURES PLUMBING FIXTURE DESIGNATION POINT OF CONNECTION WATER METER RISER DESIGNATION "P" DENOTES WASTE/VENT OR WASTE/VENT/WATER, "W" DENOTES WATER, "DSO DENOTES DOWNSPOUT, "F" DENOTES FIRE. "SD" DENOTES STORM DRAIN. PLUMBING EQUIPMENT DESIGNATION DRAWING (CIRCLE NOTE) REFERENCE GAS METER ■01■■•■■■■■11■1p -- 4„AAAri -AV- -AW- - GRW- = NPW= DI CHWS CHWR COWS CDWR RL RS WGE VAC CA CO2 - N2 NO2 02 MPS( #) MPR(0) LPS( LPR(1) FOS FOR NG LPG - HWR COND EWH -1 0 METER PLUMBING I PIPING GENERAL NOTES ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2009 IBC, 2009 UPC, 2009 WSEC & 2009 IMC. PLUMBING WORK CONSISTS OF' WORK SHOWN ON DRAWINGS, DETAILS, DIAGRAMS AND WORK DESCRIBED IN THE SPECIFICATIONS. THE WORK INCLUDES FURNISHING, INSTALLING, SYSTEM INTEGRATION, TESTING, AND ASSURING PERFORMANCE OF THE SYSTEMS IN ACCORDANCE WITH PERFORMANCE REQUIREMENTS. ME WORK MAY INCLUDE ELECTRICAL AND ELECTRONIC COMPONENTS AS DESCRIBED IN TFE CONTRACT DOCUMENTS. VERIFY SYSTEM AND PERFORMANCE REQUIREMENTS TO ENSURE SYSTEM OPERATES AS DESIGNED. LOCATION AND DETAIL OF ALL EQUIPMENT AND EQUIPMENT CONNECTIONS ARE APPROXIMATE. COORDINATE ANAL EQUIPMENT AND ARRANGEMENT AND INSTALL IN ACCORDANCE WITH OTHER TRADES' APPROVED SUBMITTALS AND DETAIL DRAWINGS AS APPLICABLE. PROVIDE SUPPORTS FABRICATED FROM STEEL MEMBERS FOR INSTALLATION OF EQUIPMENT AS REQUIRED BY EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS SHOWN ON THE DRAWINGS OR AS SPECIFIED. REQUIRED STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE LATEST AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) MANUAL PROVIDE ANCHOR BOLTS OF THE SIZE, TYPE, AND LENGTH RECOMMENDED BY THE EQUIPMENT MANUFACTURER, AS REQUIRED BY EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, AS SHOWN ON THE DRAWINGS OR AS SPECIFIED. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR PIPES, DUCTS, AND EQUIPMENT AS SPECIFIED OR AS SHOWN ON THE DRAWINGS. IF REQUIRED FOR INSTALLATION, PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, JOISTS, AND STRUCTURAL FRAMES TO MEET THE SUPPORT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. WIRES FOR CEILING SYSTEM, ETC... SHALL NOT BE HUNG FROM PLUMBING EQUIPMENT OR PIPING SUPPORTS. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS, AND SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY NE STRUCTURAL ENGINEER. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF CEILING OR SURFACE MOUNTED DEVICES. INSTALL EQUIPMENT IN CONFORMANCE WITH ARCHITECTURAL FEATURES IN THE CENTER OF CEILING TILES, IN THE CENTER OF ROOMS, OR WHERE SHOWN ON ARCHITECTURAL DRAWINGS. WHERE EQUIPMENT IS NOT SHOWN ON ARCHITECTURAL PLANS, OBTAIN DIRECTION FROM THE ARCHITECT PRIOR TO INSTALLATION. 10. COORDINATE ROOF CURB AND FLASHING REQUIREMENTS WITH ARCHITECTURAL PLANS. 1 ROOM NAMES AND NUMBERS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR PROPER NAMES AND NUMBERING SEQUENCE. 12. COORDINATE LOCATION OF PLUMBING EQUIPMENT TO PROVIDE CLEARANCES FOR REMOVAL AND SERVICE OF UGHT1NG FIXTURES AND ACCESS FOR MAINTENANCE OF PLUMBING EQUIPMENT. 13. PLUMBING DRAWINGS DO NOT INDICATE ALL INTERFACING EQUIPMENT AND COMPONENTS. COORDINATE WITH OTHER PROJECT DRAWINGS AND DOCUMENTS FOR WORK OF OTHER TRADES. 14. MAINTAIN HEADROOM CLEARANCES PER MINIMUM OSHA STANDARDS OR AS ALLOWED BY THE AUTHORITY HAVING JURISDICTION UNLESS NOTED OTHERWISE. 15. COORDINATE ALL SLAB PENETRATIONS AND SLEEVES WITH THE GENERAL CONTRACTOR PRIOR TO EACH CONCRETE POUR. 16. PROVIDE TRAP PRIMERS & TRAPS ON ALL FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS, EXCEPT WHERE DRAINS FLOW INTO OIL/WATER SEPARATORS, STORM WATER VAULTS, OR SEWAGE EJECTOR VAULTS. 17. FOR WATER HEATERS, WHERE INSTALLED IN UNCONDITIONED SPACES OR ON CONCRETE SLABS, AN INSULATED INCOMPRESSIBLE FLOOR PAD (R -10 MINIMUM) IS REQUIRED. 18. PIPING INSULATION SHALL COMPLY WITH THE LATEST APPROVED VERSIONS OF THE INTERNATIONAL MECHANICAL AND ENERGY CODES AS DESIGNATED BY THE LOCAL JURISDICTION. 26. ELECTRICAL SUBMETERING OF SYSTEMS AS REQUIRED BY WASHINGTON STATE ENERGY CODE CHAPTER 12 IS BY ELECTRICAL MINIMUM PIPE INSULATION (INCHES) LAST n;O1 /o6 /,2 ELM) DESIGN OPERATING TEMP 'F ' Prat/LAWN CTX4DIXTTVITY IMIANAL PIPE DIAMETER (IN) RANGE OFF7 ME*i MAP. RUN -C411S RA1 `F UP 10 2s 1 & LESS >1 TO 2 >2 70 4 >4 TO 6 >6 HEATING SYSTEMS (STEAM, STEAM CO NSATE & HOT WATER) ABOVE 350 0.32 -0.34 250 1.5 2.5 25 3.0 3.5 3.5 251 -350 029 -0.31 200 1.5 2.0 2.5 2.5 3.5 3.5 201-250 0.27 -0.30 150 1.0 1.5 1.5 2.0 2.0 3.5 141 -200 0.25-0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 105 -140 0.24 -1128 100 0.5 1.0 1.0 1.0 13 1.5 DOI►ESDC AND SERVICE HOT !HATER S1fSTE1 >105 0.24 -0.28 J 100 1 0.5 ( 1.0 I 1.0 I 1.5 j 1.5 1 1.5 DOMES11C MD WATER AND HORIZONTAL RAIN LFADERS TO FIRST VERTICAL RA14 LEADER 40-55 0.23 -0.27 1 75 1 0.5 1 0.5 I 0.5 1 0.5 1 0.5 1 0.5 t:00LING SYSTEMS (CRIED WATER, 8R14E AND REYRIGERANT) 40-55 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 <40 0.23- 027 75 1.0 1.0 1.5 1.5 1.5 1.5 COMENSER WATER TERSIDE ECMOMIZER SYSTEMS) 40-55 1 0.23 -027 1 75 1 0.5 1 0,5 [ 0.75 1 1.0 I 1.5 1 1.0 CiWOENSER WATER FOR NON ECONOMIZER SYSIE - INSULATION IS PLOT REQUIRED) • RUNCAITS 10 TIERION. MS NOT 10 EXCEED 12'-0" IN LEWIH DRAWING INDEX SHEET NO SHEET TITLE P0.00 COVER PAGE - PLUMBING P0.01 EQUIPMENT SCHEDULES - PLUMBING P2.00D FOUNDATION DEMO PLAN - PLUM NG P2.01 D 1ST FLOOR DEMO PLAN - PLUM P2.00 FOUNDATION PLAN - PLUMBING P2 01 PLUMBING PPLAN P2.02 2ND FLOOR - P3.01 1ST & 2ND FLOOR ENLARGED TOILET RM'S - PLUMBING APN NUMBER 2954900445 LEGAL DESCRIPTION GUNDAKERS INTERURBAN ADD LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 193 -0050 RECORDING NO 9403313383 SAID SHORT PLAT DAF - LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 88 -1 SS RECORDING NO 8807210416 BEING A PORTION OF SW 1/4 OF NW 1/4 AND OF NW 1/4 OF SW 1/4 OF SECTION 24 -23 -04 '4 MxauCasicm itiwter 5153rd 1 VICINITY MAP NO SCALE SEPARATE PERMIT AND APPROVAL REQUIRED REf:;iri a t:.? CITY OF TUKt flLA OCT 02 2012 PERMIT CENTER PERMIT SET b11`.1(9 Hermanson Hermanson Company LIP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACL005BJ TAHOMA SOUTH HOLISTIC CLINIC SEATTLE WELLNESS FORT DENT WAY WA 98168 6835 TUKWILA, .4 ~mows ODDQR oif WAsit fey '+ CO _;If IINAL Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drown BB Checked DN Scale AS NOTED Drawing Number C- 360 -00860 Project Number 11 -12 -00860 Issue Date 07/18/2012 COVER PAGE - HVAC PO • 00 NATURAL GAS 'WATER HEATER SCHEDULE LAST UPDATED 09 05 12 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE STORAGE CAPACITY GALLONS EWT °F LWT °F RECOVERY RATE GPH NATURAL GAS REMARKS OPERATING WEIGHT LBS REMARKS INPUT BTUH OUTPUT ELECTRICAL BTUH HP V PH GWH -1 MECHANICAL ROOM am. ►1.II re • t :Jab rr) lr• : [III NATURAL GAS FIRED 100 50 120 104 75 100 60 080 120 1 1100 LAVATORY PUBLIC ADA COUNTER TOP SINGLE HANDLE KOHLER K- 2196 -4 20 X 17 DELTA 511- HGMHDF -DST FAUCET 1/2 1/2 2 1.5 0.5 4 5 10 SH -3 SHOWER HEAD SINGLE HEAD SHOWER MOEN T2444 SHOWER FAUCET SNGL HNDL CTR MOEN 2510 PRESSURE BAL VLV 1 2 1 2 HOT WATER CIRCU LATION PUMP SCHEDULE LAST UPDATED 09/05/12 UNIT TAG SERVES BASIS OF DESIGN MODEL NO. TYPE GPM HEAD FT 1120 CONSTRUCTION PRESS. PSI ELECTRICAL WEIGHT LBS. REMARKS HP RPM V /PH CP -1 HW RECIRCULATION GRUNDFOS UP15 -42FR INLINE 2 9 145 1/25 2050 115/1 8 1 0.5 1,4,5,10 L -3 LAVATORY PUBLIC ADA COUNTER TOP SINGLE HANDLE KOHLER K- 2196 -4 20 X 17 DELTA 511- HGMHDF -DST FAUCET 1/2 1/2 2 1.5 0.5 4 5 10 SH -3 TIMER INTERLOCK WIRING BY ELECTRICAL CONTRACTOR SYMBOL DESCRIPTION PLUMBING FIXTURE CONNECTION TYPE SCHEDULE MANUFACTURER AND MODEL NUMBER HW CW LAST W UPDATED V GAG 9/18/12 REMARKS WC -1 WATER CLOSET (ADA/NON ADA) WALL MOUNT FLUSH VALVE KOHLER K -4325, SLOAN ROYAL 112- 1.6XD -U - 1 4 2 1.6 1,2,3,10 L -2 LAVATORY PUBLIC (ADA) WALL MOUNT, SINGLE HANDLE KOHLER K -2005, 21 X 18, DELTA 511.- HGMHDF -DST FAUCET 1/2 1/2 2 1.5 0.5 1,4,5,10 L -3 LAVATORY PUBLIC ADA COUNTER TOP SINGLE HANDLE KOHLER K- 2196 -4 20 X 17 DELTA 511- HGMHDF -DST FAUCET 1/2 1/2 2 1.5 0.5 4 5 10 SH -3 SHOWER HEAD SINGLE HEAD SHOWER MOEN T2444 SHOWER FAUCET SNGL HNDL CTR MOEN 2510 PRESSURE BAL VLV 1 2 1 2 - - - 610 7,9,10 DF -2 DRINKING FOUNTAIN (ADA) INDOOR WALL MOUNT ELY EZSD WITH HANGER BRACKETS - 1/2 2 1.5 - FD -1 FLOOR DRAIN NICKEL BRONZE, ROUND ADJUSTABLE STRAINER JR SMITH 2005 -A - - 2 1.5 - 8,10 FCO -1 FLOOR CLEANOUT NICKEL BRONZE TOP, ABS PLUG, ADJUSTABLE JR SMITH 4024S - - DWG - - ESH -1 EMERGENCY EYEWASH & SHOWER WALL MOUNT PULL HANDLE GUARDIAN G1902 - 1 -1/4 - - - GENERAL ALTERNATE PRODUCTS ACCEPTABLE AS APPROVED BY THE ENGINEER 1 PROVIDE JR SMITH WALL CARRIERS, JR SMITH 0700 FOR LAVS, JR SMITH 0630 FOR URINALS, JR SMITH 0200 FOR WATER CLOSETS - MOUNTING HEIGHT AS SHOWN ON ARCHITECTURAL DRAWINGS 2 PROVIDE OLSONITE 10CC ELONGATED SEAT, OPEN FRONT, NO COVER, EXTERNAL CHECK HINGE 3 SIZE CW AT 1 1/4" DOWN TO FIXTURE CONNECTION FOR ALL FLUSH VALVE WATER CLOSETS 4 PROVIDE TRUEBRO 103 INSULATION FOR P -TRAP AND SUPPLIES PER ADA REQUIREMENTS 5 PROVIDE 1 1/4 17 GA P -TRAP CP, MCGUIRE 155WC OFFSET DRAIN, BRASSCRAFT LOOSE -KEY LAV SUPPLY KIT CP WITH BRAIDED FLEXIBLE HOSE 6 SHOWER STALLS PROVIDED BY G.C., DRAINS BY M.C. 7 PROVIDE 1 1/4 17 GA P -TRAP 8 PROVIDE TRAP PRIMER, PRECISION PLUMBING PRODUCTS P /N -PO -500 9 120 VOLT POWER (TO OPERATE WATER SOLENOID) TO DRINKING FOUNTAIN BY ELECTRICAL CONTRACTOR. COORDINATE LOCATION OF ELECTRICAL OUTLET 10 WHEREVER POSSIBLE REUSE EXISTING FIXTURES / OWNER PROVIDED FIXTURES FROM BUILDING STORES. VERIFY CONDITION AND USABILITY BEFORE INSTALLATION. SEPARATE PERMIT AND APPROVAL REQUIRED CITY -O • T < 1t, A. OCT 0 2 2012 PERMIT CENTER PERMIT SET Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACL005BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 DO A As 36149 8G1ST g S`�IONAL S* Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design MG Drown BB Checked DN Scale AS NOTED Drawing Number C-360--00860 Project Number 1 1 —1 2- 00860 Issue Dote 07/18/2012 EQUIPMENT SCHEDULES - PLUMBING P0.01 YARD CLEANOUT FLOW CONTROL VALVE OIL INTERCEPTOR DEMO NOTES: CAP & nu. 0 CUT, CAP & ABANDON IN PLACE. 22-2 5 „- . 2,22 2222, ; " UP TO FCO arace FLOOR CLEANOUT II 3"UP' 2"W UP 2"V UP 2" UP 2" .2-51 ,2124-1 2,222•22 -5.225 - • - • '5 5• 522221 52,22; 22.22, 222,225 , '‘.2P 1520 2" UP ! " i55 512 2 1 1 A r" ','"0 2"V UP p 3"UP TO FLOOR CLEANOUT 2.2222222 5 ;r25.* 0225 0, 55.I2 v2,21 2 A' N 22 3' UP FLOOR CLEANOUT N ",24.7 I °V 2,,,2222-2 1)r q 2 :• • r„, 2 • 42.224 1,2:2 ,• TO 10' 0 rRECFTOR A v222 2, 52 2,22 2 = 5 55, ....,Z.Z=.,==""--...Z.,r".....,<M4.,=,=7,17,,,,,,,,,,Z7,7,==`,..,..., 1 2-1/2" UP JO FCO li .£ r 1 V.: 11 A ''' 11 5 55 tt 1 5 5 2 I222.2222,2222m225-mremorrAAAJ 22-55, --5222,25-222222,2222=5,25=2,225-2=w22-22,A YARD CLEANOUT 2-1/2"CW CONN. TO WATER METER. VERIFY EXACT LOCATION. •A ; TO--1 1 2V II FP , 2 , Stair 1 Ni io5 2"1/ UP 2"UP 2 2 22 2 I 2 2 222252 ,42255A 12 /%2224 2251242, 242..„2. •22.,222 ,7222222,552,225,2 4 "' r„.(.7 ti 22,0 22' p sr: r". " 2 UP 5,1 4"SS UP Stair 0252 ,24. 1 94 Rec. pb9l.K;:.ric4, 7- 2- 1/2"cw 5 w FCO 6"SD STUB-OUT 51-0" FROM WALL yz2225.25...2momw222,252,521,s L252.57.2=2:55222==.225.225=5225=5.22225;:'2,772'7257725=5'5 242.$ 2552,22 STUB OUT 5'-O" FROM WALL FOUNDATION DEMO PLAN - PLUMBING SCALE: 1/8" r)O F SEPARATE PERMIT AND APPROVAL REQUIRED Rtkds::) v IT? OF T<1..111, A OCT 0 2 2012 PERMIT CENTER PERMIT SET 4 Hermanson Hermonson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax (206) 575-9800 www.hermanson.com Contractor Reg # HERMACL0058J ----,...........------ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 ,S) 4..., . 0°D°)? 4., a wAit+ . At E., , 1),3 -36149 40 Vie ojki Y., Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 1 1 -12-00860 Issue Date 07/18/2012 FOUNDATION DEMO PLAN - PLUMBING P2•00D (01-1/2"V N (E)2"00cL E)HB (E)2"G (E)2"W UP & DN N. 'a cif!, ts, 40 in tr; /1/0, -tttttttttt:‘,ttttat:ttttgit.‘ttattt.;Z Stair B 4 Q r t ,440 ./4 (E)3"FCO (E)1-1/2"V DN (E)3/4"C rio SF kti 14, ket 1i ttk, tj I ; (E)3/4" (01" N N (E)6"DN (E)4"V DN (E)2"V DN (E)4"V UP & 2"V DN 'Ftttt'atZttttZtttttttt'" i`t1.7.ttrtt-ItZt;t4"""' kke t k •%R.- 5 2 ft.-05 1/;;;;'s *tit/ 1 . I Hi n 4, 2, k k i c Is 4 ..4IAM&Q„ 1 4., & 3"W VP :jr Th'" _ 4 -,e7s rkt U f ; to rl A I t etk, 2-222 2 5 kt,tst '‘) k-KkNi." CO (E )4" ii tk t t t ____,„.„_—_,„„,== kt _ _tk 1 / k li k/ P 0 P ekk, jL_ r- E)1-1/2"W UP (E)1 —1/2"CW & 1"HW UP ‘; 4 floor main vtt°;:tttV.7t.,= kkkkk;k/—k-7--- __„fists.;.5.2.2.22.2,:=2 - , 1ST FLOOR DEMO PLAN - PLUMBING SCALE: 1/8" SEPARATE OCT 0 2 2012 PERMITAND APPROVAL PERMIT CENTER REQUIRED PERMIT SET t.L.) CITY OF TLIKi,At A, * Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL0058,1 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 ,(.. 4,7 o 0°D°R wAsit 14 , 36149 4N '4"0/s-rst" 10NAL Y-,3' Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote Sy Description Design Team Design MG Drawn 138 Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11 - 12-00860 Issue Date 07/18/2012 1ST FLOOR DEMO PLAN - PLUMBING P2•01D k k . YARD CLEANOUT FLOW CONTROL VALVE OIL INTERCEPTOR 4" FL00j CLEANOUT 3"UP . 3"UP ' 1 2"W UP 2" UP TO FCC 2"V UP 2" UP 2"UP 2"V UP 3 3"W UP 2"W 3"UP TO FLOOR CLEANOUT 2"W 2 UP CONNECT 3"W UP TO EXISTING AREA DRAIN 3"W 2"W 3 UP FLOOR CLEANOUT 3"V UP 1 CAP ALL WASTE PIPE AND --\ 4"V UP VENT PIPE CONCEALED. ‘1---12"V Up ABANDON IN PLACE YARD CLEANOUT 11 AT NEW RPBP IN HOT BOX ---- 2W-1(R2"CMWETECR vONN. ETRnO, / EXACT LOCATION. 6"UP TO 1O»� RECEPTOR 6"Fcg_i LI n 2±1. /2" U11 ITO FCO 2"uP 2 UP CAP CAP REUSE EX ISTING 2"V PIPE AS WASTE. -24 UP TTOTTL- T/2V-T 2-1/2" CW UP 2" UP 21/2" 3"UP 2"UP 2"UP N IN PLACE CAP EXISTING VENT PIPE CONCEALED 2"V UP 2- 1 /2" 3"W UP 3"UP REMOVE 3"W PIPE UP, CAP CONCEALED 6" 6" 2"UP 2" 2"V UP FCO 2"W 3"W tf r 2-1 /2"CW 2"W UP • • • • • • • • • 2-1 /2"CW STUB OUT 5-0" FROM WALL 6"SD STUB-OUT 5'-0" FROM WALL N FOUNDATION PLAN - PLUMBING ____,// SCALE: 1/8" = V-0" I 2"V UP DESIGN NOTES: 1. SAW CUT AS REQUIRED TO INSTALL NEW UNDERFLOOR WASTE & VENT PIPE. SEPARATE PERMIT AND APPROVAL REQUIRED REL4:-.) CITY OF TmIt A OCT 0 2 2012 IT CENTER PERMIT SET Hermanson Hermanson Company LP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL0058J TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 4,9 * DO ,tt 4 , 36149 1. NAL ;# Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design M0 Drown BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 1 1— 12-00860 Issue Date 07/18/2012 FOUNDATION PLAN - PLUMBING P2•OO ij (E)6"DN (04"V ON (02"V ON (04"V UP & 2"V DN CAP CONCEALED (E)HB I (06"FC0 FT • A---; • 11 A (01 1 2"Vf N , , ( i (02"ro Z—€-"– !. € - .€:-€0€,twammuersmawromgmwewit — ; €€€ f; ; 1 1 i i 1 I 1 1 /2"CW U (E)2"G (02"W 11P & ON 11/2"CW UP € I GWH-1 4" FLUE E€,)1 1 211kt (E)2": (E)2"FD: ON, 41.11, ,..■•■•■■■■• 2"V UP 11 (03"FP '(E)3 3/4"HW (E )2 (E)2"V 3/4"G (E)2"FD (E)2"G 410 DN r .T11 2"W UP 2"W (E)3/4 (01" i I : 1 ; . , • • • , A . . € 1 . . „_......... : i 1 1 I ; .M■ 3 3"W i ()27D 1111111I1111111111111111111111111IIIIIIIIIIIIIIII IIIIIIIII11111111111111111111111111111111111111IINIIII 6 03/4" E)3/4"-I&CW W UP CO (01-1/2" (E )2"W UP NJ/ „ (E)4"SS UP II- AIA - IN 1111L- I I i - ! - 1 11 7 I ! 1 I .7 --,„, I , I i I \,,. • 1,..'1 7-777----€ --€7—i C. IImiiiiiiiirilifilm0imullinii-II 44'' ..,•ks, L._ 4 )1 (02" (E)2" (02" (E)2"W UP : 1 /2 W UpI 1/2"CW ; kY.f...€€€€nte..1 1 1ST FLOOR PLAN - PLUMBING SCALE: 1/8" 0" II t PLUMBING DESIGN NOTES: 1/2"HW, 1/2CW & 2"V DN. 0 1/2"HW, 1/2CW & 21V UP. 0 1/2"HW & 1/2"CW DN. 1-1/4* CW TO ESH-1 & 2* W UP. 0 1-1/4" GAS UP TO MAU-1 ON ROOF. SEPARATE CITY OF 711( A PERMIT AND OCT 0 2 2012 APPROVAL REQUIRED PERMIT CENTER PERMIT SET Hermanson Hermanson 1221 Kent, Tel: (206) Fax: (206) www.hermanson.com Contractor Company LP 2nd Avenue North Washington 98032 575-9700 575-9800 Reg #: HERMACLOO5BJ TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 IV s ODD% el 3614E1 4.N '410 sOv ONAL 0 Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design M0 Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Date 07/18/2012 1ST FLOOR PLAN - PLUMBING P2.01 (E)1/2"CW DN (E) A/C UNIT 2 TYP) A p I DN 1/2 CW TO DI UN (OFCI) 2*V DN 2"V DN ;.... I TO DI UNIT (OFCI) 11 Co * 1!' v • -111(11,1111,,,, *ITO INIM• (E)4"UP TO SD (E)4"UP TO OFD 2"V DN 1 I ; 1 0 1 i ; i 4 :., :• 2VTR,• 2*V N 1 , ,• i 0 : 4eno tA, AAA 2»V _Up TO OFD 04" UP: TOID b Lj. 11 AA-AAAAMMAAMMAAXtaat-AtaZtAAAAMW.A. 't t -tttAAAAAAAtAttAAA.AAttAtAA.AAA.A...t.t It- ' t tA , • A 11 t', 11 11 t 11 1- 11 1 y II 11 0 • 1 ki (E)3/ (E)4" : 2"V DN r:1 111 H C 'V DN Am. et■• easOmo , IALIAtA4VtitAAWAAZZAD--AAAAAM .. .. . .. .. . .. .. .. , .. .. . ti :: I; •,, it (E)3 UR -TO SD (E)3"UP TO OFD 01:111101S-,0,2 . 6"SD RIN 2-1 11.: )3"UP TO SD JJ t (EX TO 5 rta,-;',Atte- Att. AttittettlAt, , --.,:AA'AtA,..AA:tt.titAttAPAVAt it;AAAA. , I " (E)3715N & 4"V E)1-1/2 fp (E)2 /2 r t4J,J,JJ, • UP witt-,0 A.A.as pt." tiAAVA: ti At'AtA'' ` 1 1, I (E)6" OFD DN :, .fth, tJ.J. -, .„..„.... .., t• •A E- Cr I 1 J., ..., 44. i , .... J ,,t, . ,-JtJJ I ,,4 ,J, 1,,, _ ,,,. i -,,, 2"CW )_- I I 11,1t#A11-f1. I H I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I CO -------------------------------------- II p ii 41111110 2 I I AttNettfia.M.idataieti4490gt.i.lagta.rs.051 77A=JG=ZZ=Z;;C=Xt=a4Z:=AAA;;7774===i7! EXISTING SINK AND PLUMBING SERVICES RELOCATED AS REQUIRED. 2ND FLOOR PLAN - PLUMBING SCALE: 1/8" = V-09 '1G:t.:11ZI:111.1111 b SEPARATE PERMIT AND APPROVAL REQUIRED RtUt,-.1vr.t.) CITY OF TUKVIItt. A OCT 0 2 2012 RMIT CENTER PERMIT SET Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL00581 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 0°10? " rf WAs,./. 4 4•,` ' 36149 w 4b/sTsle /ONAL 0 Revisions 9/28/12 MG PERMIT SET 9/14/12 COORDINATION SET No. Date By Description Design Team Design MG Drawn BB Checked DN Scole AS NOTED Drawing Number C-360--00860 Project Number 11-12-00560 Issue Date 07/18/2012 2ND FLOOR PLAN - PLUMBING P2.02 = immig sum inn I ;;• —1/2"CW DROP 1"HW DROP I I MIMI I I MEM I I Milli I I 7Z; I I MEM I I NINE I I MIN I I 111■111111 I I IMMO I I INNEN I I 111111111111 2-1/2" \‘ —1/4" 211 CkCJJ)(E) 1 —1/2"DN , E • Fo 3/4" E) 7 1/2" 1/2"CW DROP, STOP VA 3'-6" AFF eteFekte-Reeetee,reee MON I I MOM I I MIMI I I 4"FCO 0 Aee7e,;;;re;:etieel - I I 1.1111111 I I OMR I I sWeeeds,e I I MN I I NMI I I NMI I I 111111•111 I I IN= I MIR I I MEM I I ENLARGED 1ST FLOOR TOILET RM DEMO SCALE: 1/4" = •;;;*;;; ':44;',44:r4A7A4r;,-0;;A.; Vi•;;1=% I 111107enigeneale14,11.11.01,1, 11111111111111111=111111111111111111111111111111111 , ,Aks,4,1\ -1/2"CW DROP 19HW DROP 11111111111111=IIIIIIMIll I I 11111111191 I I 11111111111 I I I I =NM I I MINIM t I 111111111111 I I ANION • " -r4;z•k• E • F ,, tubsigriegoinsomimmostaisA0 E F t 34" 1 ( 6"SD UPON; 2-1/2"V 6"OD UF&DN 1,, -1/2" „ 1-1/2" 1" PRV STATION —1/4" 6"FD DN 2-1/2" CW DN CWHD(E) 1/2"CW DROP, STOP VA AFF .147:ts; wai,„ RI Imissalganitogisiggsmoknosupinstmettligisigedisial k4-43e,47.7";444, UMW I I OM I 111111111 1 1 MINN I I 44114,4;*';t, 1#:''.>;„;-;;44;.•;149;linvgli: I I 1111111 I I ISM I I I I 11111111111 I I 111111111111 I I 1111111111M I 1 I I I I MIMI I I IIIIIIIIII I I DESIGN NOTE: 1 . RE-HANG EXISTING FIXTURES TO MATCH NEW CONFIGURATION. REVISE PLUMBING SERVICES ACCORDINGLY. ENLARGED 1ST FLOOR TOILET RM iilifP SCALE: 1/4" = own I mei I I nun I I mum I I mem I I tom I I num I I um I I I I OF-2 elkiii&Waferlig (E)1/2"CW DN ,'(E)1"HW DN ;";,=-!;er- igkoittalosamompat • -41; • e;e1F4114see 2" 041;'W & \, 2"CW DN ROWE EXISTING SINK AND PLUMBING SERVICES AS REQUIRED. (E)1 /2" (E )1/2" (E)6"FD I 11111111111111111•1111111111111111111111111111111111/11111101111111111111111111111111111111111111111111111111M11 ENLARGED 2ND FLOOR TOILET RM SCALE: 1/4" = 1-O 114-3 (67 SEPARATE 1crry C PERMIT AND APPROVAL 02 2 2 REQUIRED ERMI1TF :TEAR PERMIT SET i*) Hermanson Hermonson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575-9700 Fax: (206) 575-9800 www.hermanson.com Contractor Reg #: HERMACL0058.1 TAHOMA CLINIC SOUTH SEATTLE HOLISTIC WELLNESS 6835 FORT DENT WAY TUKWILA, WA 98168 D0,4) A 4,9i> i 149 ONAL 'Os Revisions 9/28/12 tv1G PERMIT SET 9/14/12 COORDINATION SET No. Dote By Description Design Team Design MG Drawn BB Checked DN Scale AS NOTED Drawing Number C-360-00860 Project Number 11-12-00860 Issue Dote 07/18/2012 1ST & 2ND FLOOR ENLARGED TOILET RM'S & DEMO - PLUMBING -----........m.....----------- P3.01 0 o Qj Mo o � N- D N � N OD N 4(n N 0 o- CO M N 0; Ft wa- -z I- wQ I- < ILI I- z OJ � CL GENERAL j EXISTING ELECTRICAL TO BE REMOVED EXISTING ELECTRICAL TO REMAIN NEW ELECTRICAL WORK ▪ - MATCHLINE OR PROPERTY LINE ENLARGED PLAN BOUNDARY DETAIL /PLAN IDENTIFIER SECTION IDENTIFIER ELEVATION IDENTIFIER REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE REVISION CALLOUT FLAG NOTE TAG Oi DEMOLITION NOTE TAG 0 EQUIPMENT TAG MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT TAG AHU -01 NORTH ARROW OLOCATION WHERE PICTURE WAS TAKEN AND DIRECTION LIGHTING A DEVICE SUBSCRIPTS 12ab (UGHT FIXTURE TYPE) �� (CIRCUIT NUMBER /SWITCHLEG) 0°o POLE MOUNTED LIGHTING FIXTURE, QUANTITY OF HEADS AS INDICATED. C}013 DOUBLE HEAD, POLE MOUNTED, LIGHTING FIXTURE OCCUPANCY SENSOR, CEILING MOUNTED ®X WHERE INDICATED, SUBSCRIPT INDICATES TYPE 0 PHOTO -CELL DAY -LIGHT SENSOR, CEILING MOUNTED RACEWAYS AND BOXES 0 OF PB xx 0 xx ®A JUNCTION BOX FURNITURE WALL FEED OUTLET BOX PULL BOX (WHERE INDICATED, SUBCRIPT INDICATES PULL BOX NUMBER) MANHOLE (WHERE INDICATED, SUBCRIPT INDICATES MANHOLE NUMBER) HANDHOLE FLOORBOX (SUBSCRIPT INDICATES TYPE, WHERE NO SUBSCRIPT, SEE SPECIFICATIONS) POKETHRU (SUBSCRIPT INDICATES TYPE, WHERE NO OA SUBSCRIPT, SEE SPECIFICATIONS) m POWER POLE, FLOOR TO CEILING --0 C SURFACE METAL RACEWAY RACEWAY CONCEALED IN WALL OR IN CEILING (EXPOSED IN UNFINISHED AREAS) RACEWAY RUN BELOW FLOOR OR BELOW GRADE FLEXIBLE RACEWAY RACEWAY INSTALLED VERTICALLY OR TURNING UP RACEWAY CONTINUATION RACEWAY STUB WITH BUSHING RACEWAY SLEEVE WITH BUSHINGS HOMERUN TO PANEL HA -3 (INDICATES PANEL DESIGNATION AND CIRCUIT NUMBER) 10 ""------(GAUGE OF WIRE OTHER THAN AWGp12) NUMBER OF CONDUCTORS ONE LIE DIAGRAM EQUIPMENT ENCLOSURE BUS WIRE TERMINAL / LUG --•-- CONNECTION Q DELTA `6 WYE nn^ POWER TRANSFORMER E - CURRENT TRANSFORMER c\s, p I TRANSFER SWITCH L..- _ _ _J n CIRCUIT BREAKER, FIXED < -r»}- CIRCUIT BREAKER, DRAWOUT �- DISCONNECT SWITCH ��- FUSED SWITCH IED FUSE C)-C: I CIRCUIT BREAKER WITH PROTECTION ST { CIRCUIT BREAKER WITH /0/ MOTOR CONNECTION GENERATOR �M METER WATT HOUR METER AMMETER 0V VOLTMETER ST SHUNT TRIP GF GROUND FAULT PROTECTION GROUND FAULT SHUNT TRIP OPERATOR EPM ELECTRONIC POWER METER SPD I- SURGE PROTECTIVE DEVICE -�- GROUND AVAILABLE FAULT CURRENT (SYMMETRICAL) TAG 12,241 FEEDER TAG �p 4 248Y Lli _ 120 PAD MOUNT TRANSFORMER TRANSFORMER PANELBOARD - MAIN LUGS ONLY PANELBOARD - MAIN CIRCUIT BREAKER RECEPTACLES GFI ` DEVICE E SUBSCRIPTS +42" `Fl,WP,IG OR OTHER SUBSCRIPT) (CIRCUIT NUMBER) (NON- STANDARD MOUNTING HEIGHT) -® SPECIAL RECEPTACLE @ DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DUPLEX RECEPTACLE, ABOVE COUNTER • (MOUNTED 4" TO CENTERUNE ABOVE BACKSPLASH) DROP CORD RECEPTACLE POWER SWITCHBOARD /SWITCHGEAR PANELBOARD, FLUSH MOUNTED -126/-- PANELBOARD, SURFACE MOUNTED 8~ (FRONT) TRANSFORMER 0 MOTOR CONNECTION. Dl DISCONNECT SWITCH, NON FUSED 0+ DISCONNECT SWITCH, FUSED ©+ ENCLOSED CIRCUIT BREAKER VARIABLE FREQUENCY DRIVE VFD $M ® MAGNETIC STARTER MANUAL MOTOR STARTER WITH THERMAL OVERLOADS COMBINATION STARTER /DISCONNECT EQUIPMENT CONNECTION. CONFIRM CONNECTION ® WITH EQUIPMENT MANUFACTURER a PUSHBUTTON CONTROLLER (SINGLE OR MULTIPLE BUTTONS) N EMERGENCY POWER OFF PUSHBUTTON GROUNDING -G- GROUNDING CONDUCTOR Q GROUND ROD EQUIPMENT GROUNDING CONNECTION NON - STRUCTURAL ELECTRICAL COMPONENT NOTES 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2009 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7 -05. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO REFER TO SPECIFICATIONS. 2. 2009 IBC. 1613.1. SCOPE: ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON- STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7 -05, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 3. 2009 IBC. 1706.1. CONTRACTOR RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC - FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC- RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 4. DIVISION 16 RESPONSIBILITIES: A. HANGERS AND SEISMIC BRACING FOR ELECTRICAL SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY DIVISION 16. DIVISION 16 SHALL REFER TO THE ELECTRICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND ELECTRICAL SYSTEMS AS STRUCTURAL DRAWINGS DO NOT SHOW THE LOCATIONS OF ELECTRICAL EQUIPMENT, RACEWAYS, AND OTHER COMPONENTS. B. DIVISION 16 SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG RACEWAYS AND OTHER ELECTRICAL SYSTEMS (INCLUDING COMBINED MULTIPLE RACEWAY RUNS) WITH THE GENERAL CONTRACTOR AND THE STEEL AND WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER TRADES THAT MAY BE IMPACTED. GBETIAL NOTES 1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE NATIONAL AND STATE CODES AS AMENDED LOCALLY AND ENFORCED BY THE AHJ. 2. OBTAIN AND PAY FOR PERMITS REQUIRED FOR INSTALLATION OF WORK. ARRANGE AND SCHEDULE REQUIRED INSPECTIONS. 3. DRAWINGS ARE DIAGRAMMATIC IN NATURE. PROVIDE COMPONENTS AS REQUIRED FOR A COMPLETE OPERATIONAL SYSTEM WHETHER OR NOT SPECIFICALLY SHOWN ON THE DRAWINGS. 4. DEVICE LOCATIONS ARE APPROXIMATE. COORDINATE DEVICE LOCATIONS AND ELEVATIONS WITH APPROPRIATE DOCUMENTS INCLUDING CASEWORK SHOP DRAWINGS AND ARCHITECT'S INTERIOR ELEVATIONS PRIOR TO ROUGH -IN. 5. COORDINATE ELECTRICAL WORK WITH THAT OF OTHER TRADES. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND INSTALLATION OF WORK. 6. DEMOLISH EXISTING SYSTEMS AS INDICATED ON PLANS OR AS REQUIRED FOR INSTALLATION OF NEW WORK. MATERIAL SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF OFF SITE UNLESS OTHERWISE DIRECTED. RETURN ITEMS TO OWNER IN EXISTING CONDITION WHEN DIRECTED BY OWNER. 7. COMPLETION OF WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SCHEDULE. SCHEDULE INSTALLATION WITH OTHER TRADES TO ENSURE PROJECT MILESTONES ARE MET. EIERQY CODE NOTES RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 2. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 3. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. DRAWNG NDEX E0.01 LEGEND, GENERAL NOTES, AND DRAWING INDEX E0.02 LIGHT FIXTURE SCHEDULE E0.03 LIGHTING CONTROL WIRING DIAGRAM E0.04 MECHANICAL EQUIPMENT SCHEDULE E0.05 MEDICAL EQUIPMENT SCHEDULE E1.01 D ELECTRICAL DEMOLITION SITE PLAN E1.01 ELECTRICAL SITE PLAN E2.010 FIRST FLOOR LIGHTING DEMOLITION PLAN E2.01 FIRST FLOOR LIGHTING PLAN E2.02D SECOND FLOOR LIGHTING DEMOLITION PLAN E2.02 SECOND FLOOR LIGHTING PLAN E2.03 FIRST FLOOR LIGHTING CONTROL PLAN E2.04 SECOND FLOOR LIGHTING CONTROL PLAN E3.01 D FIRST FLOOR POWER DEMOLITION PLAN E3.01 FIRST FLOOR POWER PLAN E3.02D SECOND FLOOR POWER DEMOLITION PLAN E3.02 SECOND FLOOR POWER PLAN E4.01 FIRST FLOOR MECHANICAL POWER PLAN E4.02 SECOND FLOOR MECHANICAL POWER PLAN E4.03 ROOF MECHANICAL POWER PLAN E9.01 D ELECTRICAL ONE LINE DEMOLITION DIAGRAM E9 .01 ELECTRICAL ONE -LINE DIAGRAM E10.01 ELECTRICAL PANEL SCHEDULES E10.02 ELECTRICAL PANEL SCHEDULES E10.03 ELECTRICAL PANEL SCHEDULES (.)- 310 SEPARATE PERMIT AND APPROVAL REQUIRED CITY Of TUKI:li A OCT 022012 ERMIT CENTER NOT ALL. SYi €OLS MAY APPEAR ON TI-E DRAWINGS Qco co Zrn wQ F- o� O� 2" co H REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY - - CB CHECKED BY MH APPROVED BY MH SHEET TITLE LEGEND, GENERAL NOTES, AND DRAWING INDEX SHEET NUMBER E0.01 FIXTURE SCHEDULE Type Description Manufacturer Lamp Ballast Input Watts Color and Finish Remarks Name Elite Elite Catalog No. City. Type K D1 6" SMALL APERATURE OPEN REFLECTOR DOWNLIGHT WITH ONE PIECE ALUMINUM REFLECTOR, SELF FLANGED, WITH CLEAR SPECULAR LOW IRIDESCENT FINISH HV6PL- 1X32— E —MVOLT /6101 —CL —WH HV6PL -1 X32 —E —MVOLT /6132 —CL —WH 1 1 32CFL 32CFL 4100 4100 1 —1 LAMP ELECTRONIC 1 -1 LAMP ELECTRONIC 36 36 SELECTED BY ARCHITECT SELECTED BY ARCHITECT D2 6" DOWNLIGHT WITH DEAD FRONT, SUITABLE FOR WET LOCATIONS D3X 6" DOWNLIGHT WITH DEAD FRONT, SUITABLE FOR WET LOCATIONS Elite HV6PL -1 X32— E —MVOLT /6132 —CL —WH 1 32CFL 4100 1 -1 LAMP ELECTRONIC 36 SELECTED BY ARCHITECT 1S4 2 —LAMP INDUSTRIAL STRIP IN NEMA 4X HOUSING FOR USE IN AN ELEVATOR PIT Rig —A —Lite NMF2- 265- 4 -2 —U —W 2 32T8 2 -2LAMP ELECTRONIC 59 SELECTED BY ARCHITECT L -1 EXISTING 2' X 4' — — 2 F35 — — 59 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -2 EXISTING 2' X 4' — - 3 F35 — — 116 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -3 EXISTING 2' X 4' — — 3 F35 — — 116 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -4 EXISTING 2' X 4' — — 3 F35 — — 116 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -5 EXISTING 1' X 4' — — 2 F35 — — 74 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -6 EXISTING MONUMENT SIGN — — 1 50HPS — — 66 - EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -7 EXISTING 1' X 8' — — 4 F35 — — 148 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -8 EXISTING 1' X 8' — — 4 F35 — — 148 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -9 EXISTING EXIT SIGN — — — LED — — 0.66 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -10 EXISTING EXIT SIGN — — — LED — — 0.66 - EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -11 EXISTING MOVEABLE PLUG —IN FIXTURE — — 1 100M9 — — 100 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -12 EXISTING EXTERIOR DOWNLIGHT — — 1 70HPS — — 91 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -13 EXISTING SITE POLE — — 1 400HPS — — 464 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -14 EXISTING WALL PACK — — 1 100A19 — — 100 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -15 EXISTING BATHROOM FIXTURE — — 1 F35 — — 39 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -16 EXISTING WALL PACK — — 1 70HPS — — 91 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -17 EXISTING SITE POLE — — 1 70HPS — — 91 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -18 EXISTING 1' X 4' — — 2 F35 — — 74 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -19 EXISTING 1' X 4' — — 2 F35 - — 74 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -20 EXISTING GARAGE BAY — — 1 100HPS — — 130 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. L -21 EXISTING 2' X 4' — — 2 F40 — — 83 — EXISTING FIXTURE TO REMAIN UNLESS OTHERWISE NOTED. LF1 2 —LAMP RECESSED 1'X4' WITH FLANGE KIT Elite 14— OT- 2- 32— T8— MVOLT -14F1< 2 32T8 — — 59 SELECTED BY ARCHITECT LG2 2 -LAMP RECESSED 2'X4' WITH GRID MOUNT KIT Elite 24— OT- 2 -32 —T8 —MVOLT 2 32T8 — — 59 SELECTED BY ARCHITECT LG2X LG2 WITH BATTERY PACK Elite 24— OT- 2- 32 —T8— MVOLT — EMG —T8 —BX -450 2 32T8 — — 59 SELECTED BY ARCHITECT LG3 2'X4' LED FIXTURE LG3 WITH DIMMING PACKAGE Elite Elite 24 -0DVH— LED- 4000— DIM10 -41 K —MVOLT 24 —ODVH— LED - 4000— DIM10 -41 K —MVOLT LED LED LED LED 4100 4100 — — 46 46 SELECTED BY ARCHITECT SELECTED BY ARCHITECT 1) 1)w, am (0 LG3D LG3X LG3D WITH BATTERY PACK Elite 24 —ODVH— LED - 4000— DIM10 -41 K —MVOLT —EMG LED LED 4100 — 46 SELECTED BY ARCHITECT SEPARATE X1 LED EXIT SIGN Elite ELX- 605— G— AL - -AL -1 LED LED — - 2 SELECTED BY ARCHITECT I ERMITAND APPROVAL x' REQU11REn RE(vL i'v .:d CITY OFT 1Ki';,1:. h r-- n ') '1111•3 PERMIT CENTER vi ti • °� w o vi 0 ` Ill t• 11 0 . ad 1 a CD in .... a:' I _ 8 ; 6 o T us o .r N N NC• ) w M w Yo ci 11 ca cci cn • N i O rr D 6 REV. RELEASE DATE_ PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH TITLE LIGHT FIXTURE SCHEDULE SHEET NUMBER E0.02 on M 2 p • w Q w teN N � N N N CO O c o ;Q w0- Z WQ Q LU oQ O J aat WIRING LEGEND: 0 i VQS CONTROL LINK ( *SEE BELOW) A. 1 ♦QS CONTROL LINK ( *SEE BELOW) (CONNECT WIRES 1, 3 AND 4. DO NOT CONNECT WIRE # 2) QS WIRING AS REQUIRED BY CONTROL LINK LENGTH: Control Link Length Wire Gauge Available from Lutron in one cable: Power (terminals 1&2): 1 pair 18 AWG (1.0mm2) GRX - CBL -3468 Less than 500ft Data (terminals 3 &4): or (153m) 1 pair 22 AWG GRX - PCBL -346S use:A or • (0.5mm2), twisted and shielded* 500ft (153m) to 2000ft Power (terminals 1&2): (610m)** 1 pair 12 AWG (1.0mm2) GRX- CBL -46L use:O or V or Data (terminals 3&4): 1 pair 22 AWG (0.5m&), twisted and shielded.' GRX- PCBL -46L *ALTERNATE DATA -ONLY CABLE: USE APPROVED DATA LINK CABLE (22 AWG [0.5MM2] TWISTED /SHIELDED) FROM BELDEN (MODEL # 9461). **TOTAL LENGTH OF THE QS LINK MUST NOT EXCEED 2000FT (610M). ***QS LINK CAN HAVE A MAXIMUM OF 99 DEVICES, 100 ZONES, AND 512 SWITCH LEGS. 0 LUTRON CABLE GRX - CBL -46L (5 CONDUCTOR NON - PLENUM) OR GRX - PCBL -46L (5 CONDUCTOR PLENUM RATED). OTHERWISE USE 2 #12AWG (2.5MM2), 1 BELDEN #9461 AND BETWEEN PANELS ADD 1 #18AWG (1.0MM2) FOR EMERGENCY SENSING CABLE BY OTHERS. ❑ INPUT POWER • 2 #12AWG 0 3 #12AWG 0 ECOSYSTEM BUS: LUTRON CABLE C -CBL- 216 -GR -1 (2 #16 CONDUCTOR NON - PLENUM) OR C -PCBL- 216 -CL -1 (2 #16 CONDUCTOR PLENUM RATED). OTHERWISE USE 2 #16 AWG BY OTHERS. ® CAT5E OR BETTER CABLE FOR DEDICATED LUTRON NETWORK TERMINATED WITH RJ45 CONNECTORS (TO BE PROVIDED BY OTHERS). 328 FEET (100M) MAXIMUM RUN. A FIBER OPTIC CABLE FOR DEDICATED LUTRON NETWORK TERMINATED WITH APPROPRIATE FIBER OPTIC CONNECTORS (TO BE PROVIDED BY OTHERS). NOTE: REQUIRES DEDICATED FIBER OPTIC LINK (SINGLE -MODE OR MULTI- MODE). A DMX LINK 4> DALI LINK 0 -10V SIGNAL 2 #18 Z LUTRON SENSOR CABLE C- CBL -522S OTHERWISE USE 4 #22 AWG LUTRON SENSOR CABLE C- CBL -522S OTHERWISE USE .3 #22AWG CONTACT CLOSURE INPUT 2 #18 AWG CONTACT CLOSURE OUTPUT 2#18 AWG 2#18 AWG 00 3 #18 AWG WIRING NOTES: QS CONTROL LINK THE QS CONTROL LINK HAS A FREE WIRING TOPOLOGY (DAISY CHAIN, T -TAP, ETC.) FOR ILLUSTRATION PURPOSES THE QS CONTROL LINK IS SHOWN WIRED IN THE DAISY CHAIN FASHION. ADDITIONALLY, CONTROLS HAVE BEEN LAID OUT TO ENSURE APPROPRIATE POWER TO EACH DEVICE. CHECK POWER REQUIREMENTS BEFORE MODIFYING DEVICE WIRING ORDER. USE LUTRON CABLE GRX- CBL -346S (4 CONDUCTOR NON - PLENUM) OR GRX - PCBL -346S (4 CONDUCTOR PLENUM). OTHERWISE USE 2 #18 AWG (1.0 MM SQ) AND 1 BELDEN #9461. USE GRX - CBL -46L OR GRX - PCBL -46L (4 CONDUCTOR PLENUM) FOR LINKS RUNNING LONGER THAN 500 FT. ECOSYSTEM BUS THE ECOSYSTEM BUS HAS A FREE WIRING TOPOLOGY (DAISY, CHAIN, T -TAP, HOME -RUN ETC.) FOR ILLUSTRATION PURPOSES THE ECOSYSTEM BUS IS SHOWN WIRED IN DAISY CHAIN FASHION. ECOSYSTEM BUS REQUIRES LUTRON CABLE C -CBL- 216 -GR -1 (2 #16 CONDUCTOR NON - PLENUM) OR C -PCBL- 216 -CL -1 (2 #16 CONDUCTOR PLENUM RATED). OTHERWISE USE 2 #16 AWG BY OTHERS. ECOSYSTEM BUS (El AND E2) ARE POLARITY INSENSITIVE. BUS LENGTH IS LIMITED BY THE WIRE GAUGE USED FOR El AND E2 AS FOLLOWS: WIRE GAUGE #18 AWG (1.02MM) #16 AWG (I.29MM) #14 AWG (1.63MM) #12 AWG (2.05MM) DMX LINK MAX LOOP LENGTH 550' (167M) 900' (274M) 1,400' (426M) 2,200' (670M) DMX LINK WIRING REQUIRES ONE BELDON #9729 (NON- PLENUM) OR ONE BELDON #89729 (PLENUM) OR DURA FLEX 22/4 WA CABLE. 120V/277V INPUT FEED LRF2- DCRB -WH 434MHZ WIRELESS DAYLIGHT SENSOR 1.6 "(DIA) X 0.7 "(D) *DEVICE IS SURFACE - MOUNTED AND BATTERY POWERED, DOES NOT REQUIRE POWER FEED ZONE I 5A MAX RMJ- 5R -DV -B POWPAK RELAY MODULE WITH (1) 5A RELAY DIMENSIONS: 3.42 "(H) X 2.82 "(W) X 1.25 "(D) 24V AC /DC INPUT PJ- 3BRL- GWH -T01 434 MHZ PICO WIRELESS 3 BUTTON CONTROL WITH RAISE /LOWER SHOWN WITH CW -1 -WH CLARO WALLPLATE PICO DIMENSIONS: 2.61 "(H) X 1.28 "(W) X 0.37 "(D) W/WALLPLATE: 4.69 "(H) X 2.94 "(W) X 0.37 "(D) *SEE SPECIFICATION SHEET FOR MOUNTING INSTRUCTIONS 120V/277V ZONE 1 INPUT FEED 5A MAX CCO 1 RMJ -CCO 1 -24 -B POWPAK CCO MODULE WITH (1) CONTACT CLOSURE OUTPUT DIMENSIONS: 3.42 "(H) x 2.82 "(W) x 1.25 "(D) '2k v-i CCO 1 RMJ- 5RCCOI -DV -B POWPAK RELAY MODULE WITH (1) 5A RELAY AND (1) CONTACT CLOSURE OUTPUT DIMENSIONS: 3.42 "(H) X 2.82 "(W) X 1.25 "(D) LRF2- OCR2B -P -WH 434MHZ WIRELESS OCCUPANCYNACANCY SENSOR 4.0 "(DIA) X 1.3 "(D) MAX # PER QSM *DEVICE IS SURFACE- MOUNTED AND BATTERY POWERED, DOES NOT REQUIRE POWER FEED 120V/277V ZONE 1 INPUT FEED 16A MAX RMJ- 16R-DV -B POWPAK RELAY MODULE WITH (1) 16A SOFTSWITCH RELAY DIMENSIONS: 3.42 "(H) X 2.82 "(W) X 1.25 "(D) 120V/277V INPUT FEED • r RMJ- ECO32 -DV -B POWPAK DIMMING MODULE WITH ECOSYSTEM (1) PARTIAL BUS SUPPLY FOR UP TO 32 BALLASTS /INTERFACES DIMENSIONS: 3.42 "(H) X 2.82 "(W) X 1.25 "(D) 2 #12AWG (2.5 mm2) Q EcoSystem Bus: Lutron cable C -CBL- 216 -GR -1 (2 #16 Conductor Non- Plenum) or C -PCBL- 216 -CL -1 (2 #16 Conductor Plenum rated). Otherwise use 2 #16 AWG by others. Contact Closure Output 2#18 AWG I-/-I M 2 #18 AWG 120V/277V ZONE 1 INPUT FEED 16A MAX �' 1 �"7 O TO ECOSYSTEM BALLASTS/DRIVERS (UP TO 32 BALLASTS /MODULES MAX) CCO 1 RMJ- 16RCCOI -DV -B POWPAK RELAY MODULE WITH (1) 16A RELAY AND (1) CONTACT CLOSURE OUTPUT DIMENSIONS: 3.42 "(H) X 2.82 "(W) X 1.25 "(D) SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF `T;;j i'14(..A OCT 0 2 2012 PERMIT CENTER H (d " N co to 0 CC c wmo � _ =off 0 �- co ) N "- N Co; (Opp O (O REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. HARGIS PROJECT NO. DRAWN BY CHECKED BY APPROVED BY 12127 12127 CB MH MH SHEET TITLE LIGHTING CONTROL WIRING DIAGRAM SHEET NUMBER E0.03 = � �nw�n x��v�u�u� B3U|pK4ENT VOLTA�E pHASE Hp �� FL� K��A K��CP 8R�N�H C|R�U[[ D��ONNE�T N{�E3 k� /PH\ /A�P�� (A�P8� (A�p�l FNV�EV�� PHA8E N � �|ZE FU�E �K�$��K��'��D�� EDH1—01 48O J — 7 8'4� — — 3/4° �12 — �12 JOA 2OA 4 �� SF1-01 12O 1 1/3 - 1 - - �/4" �12 �12 �12 - - 1 EF1-O2 1�O 1 127 VV - 1 - - 3/4" �12 �12 �12 _ - ] EF2-01 12O 1 1�2 - 8'4 - - ��4" �12 �12 �12 - - 1 EF-1 12O 1 13D VY - 1 - - �/4" �12 �12 J�12 - - 1 EF-2 12O 1 1 1O - 4 - - 3 4~ /12 12 /12 - - 1,] EF-� 12O 1 1/1O - 4 - - 3/4" �12 �1� �1� - - 1,J EF-4 12O 1 1,/1O - 4 - - 3/4~ �1� �12 �12 - 1,J EF-5 12O 1 5O VV - O.� - - ��4~ �12 �12 J�12 - - 1,J ��#��W��N��0F �AU-1 4BO � 1 — 1.7 18'2 �� /4" 41O — �1O — — 2 0N��x��W�� A�R-1 2O� � ��4 - - �� O �/4° �1O - �1O �O �O G ACR-2 2O8 � �/4 - - �� O ��4° �1Q - ��1O �O �O O ��d�J� K�Q�� -�� /��T J�1\ 4OO � - '83 - 15 �� /4" �12 - �1� �O� 2UA 5 �U-�� 'UN|T ��) 4OD � - '82 - 11 1� � 4" 12 - /1� 5OA 15A 5 ' �5 1�A �/4° �12 �1� - 1 B�-01 2O8 1 - — — , -' ' v - o - �� 1O�-8 1�O 1 1/3 - 8'Q � - 3/4" �12 - �12 - - 1 NO�D 1' PR�V0E ~�ERUS~ BRAND °B/0-1P~ k�ODEL CC>�B\N/�|ON 87�RTER VV|TH �NTE�RAL D|S�ONNE�T 2. PRDVDE °CERUS° BRAND "B/��° K�ODEL �OK�B|NATON GTARTER ��H \NTEQRAL D|��{)NNE�T J' PRQV|DE C-CHANNEL RACK |NSTALLED ADJA�ENTTO K�ECHAN|CAL UN[[ PROVDE NE�A �R ENCUDSURE ON R�C� �3 ENCLOSE STARTER. 4' |NSTALL FU�ED D|�CONNE[� FURNiSHED BY K�ECHAN|CAL �ONT�A�TOR' P��V|DE ALL ELECTR|�AL CONNE�T{]N3. �' PR�V\DE FU�ED D|SCONNECT |NSJ�LLED ADJACENT �� K��HAN|�AL UN|T. PROV}D� ALL ELE�TR|CAL �ONNEX��|ONS' 8' PROV\DE NEK�A-�� FU�ED D|S{�C�NNE�T {�N R��OF SL�EPER8 AND STRUT F�AK4E |NST�LLED ADJA�ENT �� K�E(�HAN|CAL UN|T' PROVDE ALL ELE{�R|CAL CONNE{�|QNS. 0 co N REV� RELEASE DATE PERMIT SET 2012/10/01 CL 0 LAJ M �* � `� • c� � _ 4 co m o • • � CNI ' a- m o 0 I4.1 PROJECT NO. 12127 HARGIS PROJECT NO. _ 12127 DRAWN BY CB APPROVED KAH ---�_ __'___'___ SHEET TITLE O OCT 0 2 201 PERMIT CENTER MECHANICAL EQUIPMENT SCHEDULE SHEET NUMBER EO.04 � EQUIPMENT MECHANICAL = �nw�n x��v�u�u� BRANCH CIRCUIT DISCONNECT NOTES EQUIPMENT TAG VOLTAGE k� PHASE (PH) HP KW FLA (AMPS) MCA (AMPS) MOCP (AMPS) RACEWAY PHASE N G SIZE FUSE �K�$��K��'��D�� EDH1—01 480 3 — 7 8'4� — — 3/4° #12 — #12 30A 20A 4 EXHAUST FANS SF1-01 120 1 1/3 - 1 - - �/4" #12 #12 #12 - - 1 EF1-O2 120 1 127 W - 1 - - 3/4" #12 #12 #12 - - ] EF2-01 120 1 1/2 — 8.4 - - ��4" #12 #12 #12 - - 1 EF-1 120 1 130 W - 1 - - �/4" #12 #12 #12 - - 1 EF-2 120 1 1 10 - 4 - - 3 4~ 12 �12 12 - - 1,] EF-3 120 120 1 1 1/1O 1/10 - - 4 4 - - - - 3/4" 3/4~ #12 #12 #12 #12 #12 #12 - - - - 1,J 1,J EF-4 EF-5 120 1 50 W - 0.5 - - ��4~ #12 #12 #12 - - 1,J ��#��W��N��0F �AU-1 480 3 1 — 1.7 18'2 25 �/4" 41O — �1O — — 2 0N��x��W�� ACR-1 208 3 3/4 - - 22 30 �/4° �1O - �1O 30 30 G ACR-2 208 3 3/4 - - 22 30 ��4° �1Q - ��1O 30 30 O VARIABLE K�Q�� -�� (UNIT J�1\ 480 3 - .92 - 15 20 �/4" �12 - �1� 30A 20A 5 CU -02 'UN|T #2) 480 3 - .92 - 11 15 3 4" 12 - /1� 30A 15A 5 ' BC-01 208 1 — — — 3.5 , 15A 3/4" -' ' #12 v - #12 o - - 1 �� 101-8 120 1 1/3 - 6.9 5 - 3/4" #12 - #12 - - 1 NOTES PROVIDE ~�ERUS~ BRAND °B/0-1P~ MODEL COMBINATION STARTER WITH INTEGRAL DISCONNECT. PROVIDE °CERUS° BRAND "B/��° MODEL COMBINATION STARTER WITH INTEGRAL DISCONNECT. PROVIDE C-CHANNEL RACK INSTALLED ADJACENT TO MECHANICAL UN[[ PROVIDE NEMA 3R ENCLOSURE ON RACK TO ENCLOSE STARTER. INSTALL FUSED DISCONNECT FURNISHED BY MECHANICAL CONTRACTOR. PROVIDE ALL ELECTRICAL CONNECTIONS. PROVIDE FUSED DISCONNECT INSTALLED ADJACENT TO MECHANICAL UNIT. PROVIDE ALL ELECTRICAL CONNECTIONS. PROVIDE NEMA-3R FUSED DISCONNECT ON ROOF SLEEPERS AND STRUT FRAME INSTALLED ADJACENT TO MECHANICAL UNIT. PROVIDE ALL ELECTRICAL CONNECTIONS. 1' 2. 3. 4. 5. 6. = � �nw�n x��v�u�u� B3U|pK4ENT VOLTA�E pHASE Hp �� FL� K��A K��CP 8R�N�H C|R�U[[ D��ONNE�T N{�E3 k� /PH\ /A�P�� (A�P8� (A�p�l FNV�EV�� PHA8E N � �|ZE FU�E �K�$��K��'��D�� EDH1—01 48O J — 7 8'4� — — 3/4° �12 — �12 JOA 2OA 4 �� SF1-01 12O 1 1/3 - 1 - - �/4" �12 �12 �12 - - 1 EF1-O2 1�O 1 127 VV - 1 - - 3/4" �12 �12 �12 _ - ] EF2-01 12O 1 1�2 - 8'4 - - ��4" �12 �12 �12 - - 1 EF-1 12O 1 13D VY - 1 - - �/4" �12 �12 J�12 - - 1 EF-2 12O 1 1 1O - 4 - - 3 4~ /12 12 /12 - - 1,] EF-� 12O 1 1/1O - 4 - - 3/4" �12 �1� �1� - - 1,J EF-4 12O 1 1,/1O - 4 - - 3/4~ �1� �12 �12 - 1,J EF-5 12O 1 5O VV - O.� - - ��4~ �12 �12 J�12 - - 1,J ��#��W��N��0F �AU-1 4BO � 1 — 1.7 18'2 �� /4" 41O — �1O — — 2 0N��x��W�� A�R-1 2O� � ��4 - - �� O �/4° �1O - �1O �O �O G ACR-2 2O8 � �/4 - - �� O ��4° �1Q - ��1O �O �O O ��d�J� K�Q�� -�� /��T J�1\ 4OO � - '83 - 15 �� /4" �12 - �1� �O� 2UA 5 �U-�� 'UN|T ��) 4OD � - '82 - 11 1� � 4" 12 - /1� 5OA 15A 5 ' �5 1�A �/4° �12 �1� - 1 B�-01 2O8 1 - — — , -' ' v - o - �� 1O�-8 1�O 1 1/3 - 8'Q � - 3/4" �12 - �12 - - 1 NO�D 1' PR�V0E ~�ERUS~ BRAND °B/0-1P~ k�ODEL CC>�B\N/�|ON 87�RTER VV|TH �NTE�RAL D|S�ONNE�T 2. PRDVDE °CERUS° BRAND "B/��° K�ODEL �OK�B|NATON GTARTER ��H \NTEQRAL D|��{)NNE�T J' PRQV|DE C-CHANNEL RACK |NSTALLED ADJA�ENTTO K�ECHAN|CAL UN[[ PROVDE NE�A �R ENCUDSURE ON R�C� �3 ENCLOSE STARTER. 4' |NSTALL FU�ED D|�CONNE[� FURNiSHED BY K�ECHAN|CAL �ONT�A�TOR' P��V|DE ALL ELECTR|�AL CONNE�T{]N3. �' PR�V\DE FU�ED D|SCONNECT |NSJ�LLED ADJACENT �� K��HAN|�AL UN|T. PROV}D� ALL ELE�TR|CAL �ONNEX��|ONS' 8' PROV\DE NEK�A-�� FU�ED D|S{�C�NNE�T {�N R��OF SL�EPER8 AND STRUT F�AK4E |NST�LLED ADJA�ENT �� K�E(�HAN|CAL UN|T' PROVDE ALL ELE{�R|CAL CONNE{�|QNS. 0 co N REV� RELEASE DATE PERMIT SET 2012/10/01 CL 0 LAJ M �* � `� • c� � _ 4 co m o • • � CNI ' a- m o 0 I4.1 PROJECT NO. 12127 HARGIS PROJECT NO. _ 12127 DRAWN BY CB APPROVED KAH ---�_ __'___'___ SHEET TITLE O OCT 0 2 201 PERMIT CENTER MECHANICAL EQUIPMENT SCHEDULE SHEET NUMBER EO.04 SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF 1JK: tA. OCT 0.22012 PERMIT CENTER 0 e0 N co _01 00 — co 6 8 REV. RELEASE DATE PERMIT SET 2012/10/01_ PROJECT NO. 12127 HARGIS PROJECT NO. _ _ 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SHEET NUMBER MEDICAL EQUIPMENT SCHEDULE E0.05 EQUIPMENT TAG EQUIPMENT DESCRIPTION VOLTAGE PHASE KW FLA BRANCH CIRCUIT NOTES RACEWAY PHASE N G 1 Cooler 120 1 3/4 #12 #12 #12 — 2 DI Water Reservoir (floor system) 120 1 3/4" #12 #12 #12 — 3 Plate washer 120 1 3/4" #12 #12 #12 — 4 Oven /Incubator 120 1 3/4" #12 #12 #12 — 5 Agitator 120 1 3/4" #12 #12 #12 — 6 Shredder 120 1 3/4" #12 #12 #12 — 7 Work station 120 1 3/4" #12 #12 #12 — 9 Allergy reader #1 120 1 3/4" #12 #12 #12 — 10 Allergy reader #2 120 1 3/4" #12 #12 #12 — 11 Allergy reader #3 120 1 3/4" #12 #12 #12 - 12 Plate maker 120 1 1.2 3/4" #12 #12 #12 — 13 Printer 208 1 3/4" #12 #12 #12 — 14 Inhalant reader 120 1 3/4" #12 #12 #12 — 15 Inhalant reader 120 1 3/4" #12 #12 #12 — 17 Freezer #9 120 1 3/4" #12 #12 #12 18 Freezer #7 120 1 3/4" #12 #12 #12 — 19 Freezer #6 120 1 3/4" #12 #12 #12 — 20 Fridge /Freezer #15 120 1 3/4" #12 #12 #12 21 Fridge /freezer #14 120 1 3/4" #12 #12 #12 — 22 Microscope #1 120 1 3/4" #12 #12 #12 — 23 Microscope #2 120 1 3/4" #12 #12 #12 — 24 Microscope #3 120 1 3/4" #12 #12 #12 — 25 Microscope #4 120 1 3/4" #12 #12 #12 — 26 Blood Analyzer 120 1 3/4" #12 #12 #12 — 27 Centrifuge & Agitator 120 1 3/4" #12 #12 #12 — 28 Balance 120 1 3/4" #12 #12 #12 — 29 Fridge /Freezer #2 120 1 3/4" #12 #12 #12 — 30 Fridge /Freezer #8 120 1 3/4" #12 #12 #12 — 31 Fridge /Freezer #5 120 1 3/4" #12 #12 #12 — 32 Fridge /Freezer #4 120 1 3/4" #12 #12 #12 — 33 Cooler 120 1 3/4" #12 #12 #12 — 34 Fridge /Freezer #11 120 1 3/4" #12 #12 #12 — 35 Fridge /Freezer #3 120 1 3/4" #12 #12 #12 — 36 Fridge /Freezer #1 120 1 3/4" #12 #12 #12 37 Fume Hood #1 120 1 3/4" #12 #12 #12 - 38 Centrifuge 120 1 12 3/4" #12 #12 #12 - 39 Fume Hood #2 120 1 3/4" #12 #12 #12 — 40 Incubator 120 1 3/4" #12 #12 #12 — 41 Liquid Nitrogen Area 120 1 3/4" #12 #12 #12 — 42 Water Bath 120 1 3/4" #12 #12 #12 — 43 ISO —Data 120 1 3/4" #12 #12 #12 — 44 Fume Hood #3 120 1 3/4" #12 #12 #12 45 Turbo Vap 120 1 3/4" #12 #12 #12 - 46 MultiBlok Heater 120 1 3/4" #12 #12 #12 — 47 Heating Module 120 1 3/4" #12 #12 #12 — 48 Workstation 120 1 3/4" #12 #12 #12 — 49 Balance /Scale 120 1 3/4" #12 #12 #12 — 50 GC —MS 120 1 2.25 3/4" #12 #12 #12 — 51 Helium Area 120 1 3/4" #12 #12 #12 — 56 Incubator 120 1 12.5 3/4" t 12 12 12 — 57 Centrifuge 120 1 3/4" ; 12 12 #12 — 58 Balance /Scale 120 1 3/4" #12 #12 #12 60 Fume Hood #4 120 1 3/4" #12 #12 #12 — 62 Gas generators 208 1 16 3/4" #12 #12 #12 - 63 Gas generator 120 1 4 3/4" #12 #12 #12 64 LC —MS 208 1 3/4" #12 #12 #12 — 65 Diagnostic 120 1 3/4" #12 #12 #12 — 66 Heto —Vac 120 1 3/4" #12 #12 #12 — 67 Freezer 120 1 3/4" #12 #12 #12 — 68 Immunoassay System 208 1 3/4" #12 #12 #12 — 69 Immunoassay System 208 1 3.5 30A 3/4" #12 #12 #12 — 70 Workstation 120 1 3/4" #12 #12 #12 — 71 Chemistry System 120 1 3/4" #12 #12 #12 — 72 Freezer 120 1 3/4" #12 #12 #12 — 73 DI water system 120 1 3/4" #12 #12 #12 — 74 Printer 120 1 3/4" #12 #12 #12 75 Shredder 120 1 1.6 3/4" #12 #12 #12 — 77 Fax 120 1 3/4" #12 #12 #12 - 79 Neopost 120 1 3/4" #12 #12 #12 — 80 Work Station 120 1 3/4" #12 #12 #12 — 81 Scale 120 1 3/4" #12 #12 #12 — 82 scale 120 1 3/4" #12 #12 #12 — 83 Shredder 120 1 3/4" #12 t12 #12 — 84 Printer 120 1 3/4" #12 #12 #12 — 85 Fridge 120 1 3/4" #12 #12 #12 86 Microwave 120 1 3/4" #12 #12 #12 — 87 Toaster Oven 120 1 3/4" #12 #12 #12 — 88 Cooler #1 120 1 3/4" #12 #12 #12 - 89 Cooler #2 120 1 3/4" #12 #12 #12 — 90 Workstation 120 1 3/4" #12 #12 #12 - 91 Coffee 120 1 3/4" #12 #12 #12 — 92 Printer 120 1 3/4" #12 #12 #12 — 93 Mini Fridge 120 1 3/4" #12 #12 #12 — 94 Mini Fridge 120 1 3/4" #12 #12 #12 — 95 Mini Fridge 120 1 3/4" #12 #12 #12 — 96 Mini Fridge 120 1 3/4" #12 #12 #12 — 97 Mini Fridge 120 1 3/4" #12 #12 #12 — 98 Refrigerator 120 1 3/4" #12 #12 #12 — 99 Ozone Therapy 120 1 2.2 3/4" #12 #12 #12 — 100 Printer 120 1 3/4" #12 #12 #12 101 Shredder 120 1 3/4" #12 #12 #12 — 102 work stations 120 1 3/4" #12 #12 #12 — 103 Shredder 120 1 3/4" #12 #12 #12 — 104 Thermography 120 1 3/4" #12 #12 #12 - 105 Bio Energy 120 1 3/4" #12 #12 #12 — 106 Portable Air Conditioner 120 1 8 3/4" #12 #12 #12 107 Vitals 120 1 3/4" #12 #12 #12 — 108 Power Transfer 120 1 3/4" #12 #12 #12 — 109 MME 208 3 3/4" #12 #12 #12 — 110 TV 120 1 3/4" #12 #12 #12 - 111 workstation 120 1 3/4" #12 #12 #12 — F112 Microwave 120 1 3/4" #12 #12 #12 - F113 Coffee maker 120 1 3/4" #12 #12 #12 — F114 Work Stations 120 1 3/4" #12 #12 #12 — F115 Work Stations 120 1 3/4" #12 #12 #12 — F116 GC —MS 120 1 3/4" #12 #12 t12 — F117 Cooler 120 1 3/4" #12 #12 #12 — M117 Baseboard Heating Unit 120 1 3/4" #12 #12 #12 — M118 MME Air Conditioning Units 208 3 3/4" #12 #12 #12 — Freezer #13 120 1 1.725 3/4" #12 #12 #12 — Freezer #18 120 1 1.725 3/4" #12 #12 #12 — Beckman 120 1 3/4" #12 #12 #12 — Chest Freezer (2) 120 1 1.725 3/4" #12 #12 #12 — Freezer/Fridge #17 120 1 3/4" #12 #12 #12 - MME Machines 120 3 3/4" #12 #12 #12 — NOTES 1::::11 I )06:als I I II IS ( (p SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF 1JK: tA. OCT 0.22012 PERMIT CENTER 0 e0 N co _01 00 — co 6 8 REV. RELEASE DATE PERMIT SET 2012/10/01_ PROJECT NO. 12127 HARGIS PROJECT NO. _ _ 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SHEET NUMBER MEDICAL EQUIPMENT SCHEDULE E0.05 -a 0 co 1— _1 0 0 < 00 < CC 0 (flN • c•I -&) 03 c'1 0 CV • • 00 M C .. 0; IT_ •• a_ — • c:) z w < 0 M 0 La L-13 :25 ij 1, L-13 / 25 ----- -11 L-13 25 7. L-13 25 25 L-13 25 ji 0,1 7 ' L-13 25 L-6 25 L-6 25 ELECTRICAL DEMOLITION SITE PLAN L-6 25 \ L-6 25 SCALE: 1" = 30'-0" 1 L-13 25 SHEET NOTES: 1. COORDINATE ALL ELECTRICAL UTILITY REVISIONS WITH PUGET SOUND ENERGY PRIOR TO CONSTRUCTION. CONTACT NATE LINVILLE WITH PUGET SOUND ENERGY AT 253.395.6911. 2. SEE SHEETS E1.01, E9.01D, AND E9.01 FOR ADDITIONAL INFORMATION. FLAG NOTES: EXISTING UTILITY TRANSFORMER AND UTILITY VAULT TO BE DEMOLISHED. UTILITY COMPANY SHALL DEMOLISH EXISTING TRANSFORMER. CONTRACTOR SHALL DEMOLISH EXISTING VAULT. EXISTING SECONDARY FEEDERS TO BE DEMOLISHED. EXISTING MAIN DISTRIBUTION BOARD TO BE DEMOLISHED. EXISTING HOMERUN FOR PARKING LOT LIGHTS TO BE INTERCEPTED AT BUILDING PERIMETER AND RE—FED FROM NEW ASTRONOMICAL TIME CLOCK. SEE LIGHTING CONTROL DIAGRAM ON SHEET E0.02 AND SHEETS E1.01 AND E2.01 FOR ADDITIONAL INFORMATION. SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF MtKvvIt A OCT 0 2 2012 PERMIT CENTER REV. RELEASE PERMIT SET DATE 2012/10/01 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE ELECTRICAL DEMOLITION SITE PLAN SHEET NUMBER El .01 D 0 CD ‘— _-1 0 77; Lui < 0 0 LLI v N N c\I •zt- CO N 0 0 N • • cd oi _ < biLl bJ w < 1- < o 1- z OLiJ _J -1 CL 61: • • • L—/13 /25 / g , i j 5 1 L-13 . .. • 1— A-1 (2)#8 AWG + 1 (1 )#10 AWG + (1)1"C L-6 Aka' E1.01 5 T- HOT BOX "••••, ••••, N N PA-25 .„,/ \ / VI I TI ECLOCK I Vr 1 L-13 25 L-13 El / , 25 L-6 6 y'Y L-6 L-6 25 ELECTRICAL SITE PLAN 25 L-13 25 SCALE: 1" = 30'-O' SHEET NOTES: 1. COORDINATE ALL ELECTRICAL UTILITY REVISIONS WITH PUGET SOUND ENERGY PRIOR TO CONSTRUCTION. CONTACT NATE LINVILLE WITH PUGET SOUND ENERGY AT 253.395.6911. 2. SEE SHEETS E1.01D, E9.01 D, AND E9.01 FOR ADDITIONAL INFORMATION. FLAG NOTES: PROVIDE NEW UTILITY VAULT AND TRANSFORMER. UTILITY COMPANY SHALL PROVIDE NEW TRANSFORMER AND CONNECTION TO PRIMARY FEEDERS. CONTRACTOR SHALL PROVIDE NEW VAULT AND CONNECTIONS TO SECONDARY FEEDERS. PROVIDE NEW SECONDARY FEEDERS. SEE ONE-LINE DIAGRAM ON SHEET E9.01 FOR CONDUIT AND CONDUCTOR SIZES AND QUANTITIES. NEW MAIN SWITCHBOARD. EXISTING HOMERUN FOR PARKING LOT LIGHTS TO BE INTERCEPTED AT BUILDING PERIMETER AND RE-FED FROM NEW • ASTRONOMICAL TIME CLOCK. SEE LIGHTING CONTROL DIAGRAMS AND SHEETS E1.01D AND E2.01 FOR ADDITIONAL INFORMATION. PROVIDE CONNECTION TO NEW "HOT BOX." COORDINATE EXACT LOCATION, CONNECTION REQUIREMENTS, AND CONDUIT ROUTING PRIOR TO ROUGH-IN. SEPARATE PERMITAND APPROVAL REQUIRED r.t.) CITY OF TJKfl1A OCT 0 2 2012 PERMIT CENTER z CO _J >- ‹ c7r) Z a) LL er 0 L() cr) co (DI- REV. RELEASE DATE PERMIT SET • 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE ELECTRICAL SITE PLAN SHEET NUMBER E1.01 v 0 m �o o c\j w w U � a w N N � N C 0) N r fn N o 0 o N cd N Oi Q wa_ �z wa Qw o� SHEET NOTES: 1. RECORD DRAWINGS USED AS BACKGROUND. HAND WRITTEN NOTES VISIBLE ON SHEET SHALL BE DISREGARDED BY CONTRACTOR. FLAG NOTES: EXISTING FIXTURE TO BE REMOVED FOR REUSE. EXISTING CONDUIT AND WIRE ASSOCIATED WITH FIXTURE TO BE DEMOLISHED BACK TO THE NEAREST JUNCTION BOX. EXISTING LIGHTING CONTACTOR TO BE DEMOLISHED. SEE SHEET E2.01 FOR REPLACEMENT INFORMATION. L -12 L -16 itt WA VA ME Lisp ®�VAIE ;! PA -8 VIA CONTACTOR priiiTATA VA] 4113: V 2 L -1 a, 5 b L =21 L -1 1,3 ,.� 1.3 L -12 L-2 FIRST FLOOR LIGHTING DEMOLITION PLAN SCALE: 1 /8" = 1' -0" CITY O K OCT 0 FT 2 2012 I.A. 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INSTALL SALVAGED LIGHT FIXTURE. SEE SHEET E2.01D FOR ADDITIONAL INFORMATION. PROVIDE NEW EMERGENCY DOWN LIGHT IN PLACE OF DEMOLISHED FIXTURE. PROVIDE UNSWITCHED HOT CONDUCTOR TO EACH FIXTURE. PROVIDE NEW EMERGENCY DOWNLIGHT CONNECTED TO EXISTING CIRCUIT. PROVIDE UNSWITCHED CONDUCTOR TO FIXTURE. ALL FIXTURES WITHIN MME AREAS TO BE 120V. FIXTURES WITHIN TREATMENT ROOMS SHALL BE COMPATIBLE WITH "LUTRON" BRAND DIMMING MODULES. PROVIDE LOW—VOLTAGE DIMMING SWITCH FOR CONTROL OF FIXTURES IN THIS ROOM. b3ue SEF3ARATE PERMIT AND APPROVAL REQUIRED v to CITY OF OCT 0 2012 PERMIT CENTER z 0 CO 0 >- <C co co Z W CD 5. ct 0 -1 00 D co I- REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. HARGIS PROJECT NO. DRAWN Y CHECKED BY APPROVED BY SHEET TITLE 12127 12127 CB MH MH FIRST FLOOR LIGHTING PLAN SHEET NUMBER E2.01 1 . RECORD DRAWINGS USED AS BACKGROUND. HAND WRITTEN NOTES VISIBLE ON SHEET SHALL BE DISREGARDED BY CONTRACTOR. 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L-5 L-5 L-5 I I- • 1 I I I 1' • 11 11 11 - 11 T L- 1 ri L-42 LIN 7 10 1-7 1 • N. 6 AkeE2.02 - 11 (4 L MUM 5 0 2 - T r L --5t- iiiI 1 1 P L+1 -1" L-1 PB - 3 1 1 1 L 1 1 1 1 [-41 G H A P 1 P L 1 P 4 ri; L-r 1 1 1 I I 1 L 1 ' 1 1 I 1 P , i 1 i ' P 4 ; 1 t L-1 4 1 I i ! 1 t L 1 L-1 PO- 1 1 1 p _ 4 2 2 ' , - p_T RAIGE \ 1 -11 P- 1 ' L 306 113 4 1 -11_4-12 1 , 1 L 1 L-1 1 1! 1 1 1 , 40 01, , 24 L 1 2,4 . , -14 , - -IS v I-41 L t 1 :I , . 2,4_ _ 2, Ifl . 1 L-4-1 1 L-I- 1 1 1 : , . 1 , 1 2,4 1, 1 L-1 1 a, 1 L 1 1 L- IT/SERVR -- 2071 1 0,1 b P B- L-1 L1 L-1 1 al„ 1 4_ 1_2;4-7 1 3 L 9T1 2,4 L ` '-r1 U-NFINNISH I OFFICE E 410 2,4 1 [--a4- ] i -- - ---- 1- flL4-1 flL -1 1 I 214 4 , D 2,4 SECOND FLOOR LIGHTING PLAN 1 Li- 1 2:4 L-1 2,4 SCALE: 1/8" = 1 '-'0" PB P B 4 1 1 I Li- 1 PE- 4 4 L-H, 2 PE3- 2 L-1 2 Li- 1 2 L 1 1 4 1 L-1 2 L-1 3L5 3 5 2 1_+ 4 TER:3 ----11';;;7; 1 0 1 1 _ • STAIRS", r7C297 -L 1 1 -■ 1 PI;3- 4 1 P- 41 L-1 PO - 21 111i o L+ 1 4 L-1 L 2 L-1 4 3, PEN UNFI NISH D 3, OpFIcE T 3,5 3, 3,5 L-2 3 1 0 2 1' SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH-IN. FLAG NOTES: to- XXX SEPARATE PERMITAIVD APpRovAL REQUIRED t.1.) CITY OF T!,1K1A OCT 0 2 2012 PERMIT CENTER TAHOMA MEDICAL BU REV, RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SECOND FLOOR LIGHTING PLAN SHEET NUMBER E2.02 SHEET NOTES: 1 . COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH-IN. 2. GENERAL TEXT "DZ EXEMPT" DESIGNATES SPACES WHICH ARE EXEMPT FROM DAYLIGHTING REQUIREMENTS OF THE NON-RESIDENTIAL ENERGY CODE. GENERAL TEXT OCC EXEMPT" DESIGNATES SPACES WHICH ARE EXEMPT FROM THE AUTOMATIC SHUT-OFF CONTROL REQUIREMENTS OF THE NON-RESIDENTIAL ENERGY CODE. DZ1 ,8'-2" DZ EXEMPT DZ EXEMPT DZ EXEMPT DZ EXEMPT DZ2,8'-2" DZ1 ,8'-2" DZ2,8'-2" DZ EXEMPT PB- _ _ 71 - _ - II L1-1 I I If II -LI L+ 1 Lp2 ./..i b0- P4- 6, 3 il! 1 L1 LHI+vi 1 6TAIR6 ---- 1 C207 D 1 1 ----1- DZ EXEMPT PROVIDE "LUTRON" BRAND CEILING-MOUNTED WIRELESS OCCUPANCY SENSOR, TYPICAL THIS SHEET. PROVIDE "LUTRON" BRAND CEILING-MOUNTED WIRELESS PHOTOCELL, TYPICAL THIS SHEET. EXISTING AND RELOCATED EXISTING FIXTURES INDICATED WITHIN DAY-LIGHT ZONES SHALL BE RETROFITTED WITH DIMMABLE BALLAST(S). TYPICAL THIS SHEET. DZ1 ,5' 6 DZ2,5'6 L-2 P E3 — 4 4J LG2 L 1 1..p2 PB- Pp— 0 PB- 4 L- 1 L 2 PB- O P 4 4 , L-4 1 L2 L-f 1 F)E- 0 p- 4 4 4 L 2 L-1 02 PO- PB- 0 PB- 4 4 L-t- 1 Lc2 L-1 p— o Pp — 2 DZ1, 8'-2 / DZ2, 8'-2 E NE I ; JAN TOR 11 . 11 11 14, 11 11 11 Lit-, sir - - • '1 L--5 L-5 L-5 L-5 L-5 L-5 L-5 I I I 1 I I 11 11 11 11 11 11 DZ1, 8'-2" DZ2, 8'-2" z 0 CO LU 0 REV. RELEASE DATE PERMIT SET 2012/10/01 SECOND FLOOR LIGHTING CONTROL PLAN SCALE: 1 /8" = 1'-0" PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE CITY OF7, Wall A OCT 0 2 2012 PERMIT CENTER SECOND FLOOR LIGHTING CONTROL PLAN SHEET NUMBER E2.04 ,1 4 , • (TYP OF 6) 2 1 77 r4 EP21 h.M1S hoo • f 4-- • • 1E4/1 17'1 14-1.4 ID ID • (E) OVERHEAD DOOR OPERATOR STARTERS AND -- PUSH BUTTONq,• , (TYP OF 6L 1 i 44'4 1 ' r'r!' A-,18 ZO,22,246Z8 !._ 1!." !WILL. .11b 4.1144- • '1; ' • -1- 4 . /13 13 41,3 ■■44Aya 17 , . ID 17 ry-lh gir 1111;,,, gam ; 15 'VN,NX‘N. Cr' YH , • LL ° (.› r I ; • • r-4) )• 1 E) IRRIGATION CONTR6LLER 11 I= ftw; 1,! ? (E) PANEL 'A' 1 (E) Pel EL 'PA' r'r ir'rt•-•• -;„ - A7421,23'', A-41 li 23 rag mil":1121 1.0.1 1, :" 1,11,1'3 1.11:11'11, 1 a . 1 1111. Al, 4 (I). op; - 16 16 ",,,.. 14 A -7 ,.,• .,, A-10;12 4 1 6 ID 23 3 4. 23 A-28 ` 21 21 421 r114".4,14,,,"4„-44 „114...„4„...6,11.:444,41fIr(r .44r:11 - r1,111, „.2 1\44-,IN DISTRIBUTION PANEL 'MDP' rts-r rr rt T ; (E) TR 11SFORMER DISTRIBUTION BOARD "SD" 'ye A74 21 It :p f :48 Y4/ 2 I 21 #4 2111 }„'t AU. I 370.1 21 A-- *f. 1■1"1ef C41111. k1111, A-5 15 Li17,-.7 I TYP) A-8 27 A. SHEET NOTES: 1. RECORD DRAWINGS USED AS BACKGROUND. HAND WRITTEN NOTES VISIBLE ON SHEET SHALL BE DISREGARDED BY CONTRACTOR. • • . FLAG NOTES: • :111, ' • (-4 1?` A -.5 4,S 5 *44 41meamme■-■laim MM. E3.01D "4/2 • 27 0101011101.1kNe Niklo .140k,WO FIRST FLOOR POWER DEMOLITION PLAN SCALE: 1/8" = V-0" -r1 i I') 1 114 - ; r r"-;/ 1 4) "er' r"" to•- tl■ EXISTING FIRE ALARM PANEL TO BE DEMOLISHED. EXISTING CIRCUIT TO REMAIN. DEMOLISH EXISTING ELECTRIC BASEBOARD HEATER CONNECTION. DEMOLISH EXISTING CONDUCTORS BACK TO SOURCE PANEL. DEMOLISH EXISTI9NG ACCESSIBLE RACEWAY. EXISTING FLOOR DUCT AND FLOOR BOXES. EXISTING FLOOR BOX COVERS TO BE REPLACED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL DEMOLISH EXISTING WIRING DEVICES WITHIN FLOOR BOX AND DEMOLISH CONDUCTORS BACK TO SOURCE. EXISTING OVERHEAD DOOR OPERATOR. DEMOLISH EXISTING CONDUIT, CONDUCTORS, STARTERS AND PUSH BUTTON DEVICES FROM DOOR OPERATOR BACK TO SOURCE. EXISTING MAIN SWITCHBOARD TO BE DEMOLISHED. SEE SHEET E3.01 FOR MORE INFORMATION. EXISTING TRANSFORMER TO BE REMOVED AND REINSTALLED. SEE SHEET E3.01 FOR MORE INFORMATION. SEPARATE PERMIT AND APPROVAL REQUIRED "1 (ie OF TtiKVVI. LA, (CT '2 2012 . • PERMIT CENTER REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE FIRST FLOOR POWER DEMOLITION PLAN SHEET NUMBER E3.01D A B F I , I I i ., - tt - ,r; - -; A-- - - Lir-- • -- -L.1 I a- -- 'n - - -- 1 . 1 I T -I— L 1 i _ _ ....,....__.......... , . i I ! , 1 , 1 I 1 j i _,•": 4.--4/ V1 _ 25 - OFFICE 1 11 HT T OFFICE \-\_. 1 0 I( OFFICE r OFF1ICE OFFICE •\,:„.„‘ OFFICE OFFICE 5 , 5 1,I 11PL D-20,22,24 D-1,3,5 r L L , I .. ____ LIL L 1 1\ 1 L ILL I III I I I I ^ I ! 1 ' I I III 1 I 1 I I I•! . 4.. -__I H .l 1 1 1 '`I'L L41 , ,1 1 " , 11, , 111 L 11, I ;t1 III , 1 I 1 1 I (E) STAIR D-2527,29 ii , , 1 25 • ' . . ., 21 PANEL 'A' PANEL 'PA' ELECTRICA \ i rdl. ---_----71--1 H--- - i ,- 4,OFFICE '11 --.4-‘, , ! L 23 CORRIDOR 23 21 11 -MODALITY a 1 INr1 SHIPPING4 !BACK I: 1 STOCK I (N)1-xFtoRs-7Tp" & "TE" (STACKED) 14)' _PANEL "PC (N) - PANEL 25 1 23 MA AREA 1 • 1 ., L ; I ; - A-21,23,25 623 A-3,5,7 MAItJ DISTRIBUTION PANEL 'MDP' (N)1XFMR'S "TSD" & "TMME" (STACKED). (N) 1 ENCLOSED CB "ECBMME" 'NDISTRIBUTION BOARD ( -RIST.__BOARD (SD). 41) 110 21 I SHIPPING /STAFF A-114,20,22i 13 L D-21 17 D-23 u-26,28,30 MME 19, 1.1 !1„ II 1} ; \ LLIL ELEV MECH 1 1 WAITING +42 , '\ 1 +-4i1H 1, I (GRd 1, TOILET QF II , ,, .. \ ' ; , , \\ ' f].4L- ' - -TOILET i I 13- -1 T--- .7 WOMENLB- I -4F-1 - 1 — 142 10ILET) 111 qp Gfi 4, 1 Id:: : : ' C:), 14 A-9,1 11-3'1' 10 12 A-8,38,40 OFFICE 13 I , 19 -7' II (E) ELEV • 41 1 ) 4, 3 D-32,34,36 LL tTIT:T:L.l 13 ; I 15 (E) STAIR UP A IL I II -------1--------11 11- - ----- - - ----1' 111------------41 '1 . „1, L-L ------ ----..- ---; III 4 11 u D-37 MECH L4 J OFFICE L-L (N) PANEL1MME 7 (N) ENCLOSED CB "ECBE" WAITING/ HECK-I 36 15 LOBBY 35 D-33,35 27-7-17.1;1,Li,-...,:;;;;;;;;;--;;;;;;- <.{ n 1 f 16 I 7 11 I 11 I A-24,26,28 0 jj28; A-1 0,1 2,14,1 6 ,4 7 r MAdklit.h1 6 i; (1)1, "co (2)3/4"CO I 24) 9 RETAIL 15 nc,-1 5 Li (1)1"CO (2)3/4"CO 26 - -II ;1--- I. 4 -- - -ti 1 L., I ,. ' 4, 4-.4 „r ki I LLI LI, ' Pi ,I'' . ILI 'Il 9 - I I 7 6 I L L4. L 1 1 , - - 4---------- 1 r' 6 i i 1 , , 3. ,, 11, 1_0._ i. ...i 1 , i , , 1 1 1 1 "— - - -- 26 r 1 L., • _•.___•.•_• 1 (7 4 3 Ak431) FIRST FLOOR POWER PLAN E3.01 SCALE: 1/8" = 1'-0" 2 ) ( 1 ) SHEET NOTES- 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH—IN. FLAG NOTES: NEW FIRE ALARM PANEL FED FROM EXISTING CIRCUIT. PROVIDE NEW SWITCHBOARD IN LOCATION SHOWN. SEE SHEET E9.01 FOR MORE INFORMATION REINSTALL EXISTING TRANSFORMER. SEE SHEET E9.01 FOR MORE INFORMATION. PROVIDE NEW TRANSFORMER MOUNTED ON STRUT RACK ABOVE REINSTALLED TRANSFORMER. PROVIDE ENCLOSED CIRCUIT BREAKER INSTALLED ADJACENT TO TRANSFORMER. SEE SHEET E9.01 FOR MORE INFORMATION. PROVIDE CONDUIT ONLY TO MME MACHINE, EPO SWITCH, AND CONTROL ENCLOSURES. EMERGENCY POWER OFF SWITCH PROVIDED BY OWNER. CONTRACTOR SHALL PROVIDE BACK BOX AND CONDUIT ONLY. PROVIDE POWER POLE ADJACENT TO FURNITURE. PROVIDE ELECTRICAL CONNECTION TO EXISTING WIRING DEVICES WITHIN FURNITURE UTILIZING EXISTING WIREWAY. EXTEND CONDUIT AND WIRE TO REMAINING CIRCUITS FROM EXISTING HOMERUN. REPLACE EXISTING DUPLEX WITH NEW FOUR—PLEX CONNECTED TO EXISTING CIRCUIT. SEPARATE PERMIT AND APPROVAL REQUIRED CITY OF TUK1tA OCT 0 2 2012 PERMIT CENTER z 0 REV. RELEASE _ DATE PERMIT SET 2012/10/01 PROJECT NO. _ _ 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE FIRST FLOOR POWER PLAN SHEET NUMBER E3.01 At A I L., E r?... C., 1E: L. Li -1:„ 0 1.;,.)„ R a, . PB-15 '1 - 3; 1 B-2,4,6 f • B-1,3,5 r • L.; t..,„;;; ; B-2,4,6 (E) PANEL 'C' ----- 4.) i,13/ to c/ I , B-7,9,11 te, e!" 61,10 4 4 4,1• 12K AU To 7, . 0 .16 iarz PR: :T 114,. %.#'124"0 " 4fr ' , ;! j 1-1 • tt't 7 pt ALL CJ1 r ic , - (1"1' ) b-13:1 5 19,=12,14 g-12,14 •vc-5;7 „ B-17,19 C-6,8 ‘1. PB-13 (E) pAN5L.---4-8 • C C-10,12 3i (E) PANEL, 'PE? • - 87-F33.,35.37.3t/i - 37 30 32' 2 i34'' 3 34,36 iIT TT - REFRIGERATOR 3 kJ 35' ,,C-14,16 C-14;1 r;" 35 635 • A/ 4 C-19,21 C-19;,21 'C. ! PB-21 C-1,8,20 f 'DISPOSER -RANGE REFRIGERATOR,..,,, Ake SECOND FLOOR POWER DEMOLMON PLAN E3.02D SCALE: 1/8" = 1'-0" 3 SHEET NOTES: 1. RECORD DRAWINGS USED AS BACKGROUND. HAND WRITTEN NOTES VISIBLE ON SHEET SHALL BE DISREGARDED BY CONTRACTOR. FLAG NOTES: EXISTING FLOOR DUCT AND FLOOR BOXES. EXISTING FLOOR BOX COVERS TO BE REPLACED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL DEMOUSH EXISTING WIRING DEVICES WITHIN FLOOR BOX AND DEMOUSH CONDUCTORS BACK TO SOURCE. SEPARATE PERMITAND APPROVAL REQUIRED cp CITY OF TUKIA.IIL A OCT 0 2 2012 RMIT CENTER REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SECOND FLOOR POWER DEMOLITION PLAN SHEET NUMBER E3.02D B F. G ! HORMONE HEAD' 1- I 2203-1 $ ' 1 ,1 - - 1 77;1 LAB HEAD [ 220? 6 .IMME PHYS. ED. •••- tt; I. I B-13 c H1 2. CS 2101 B-15 111 '1**1 ACCOUNTING 111 1-1L itlEAD 2204 • B-2,4,6 WORK ROOM 1_2200 ] , COUNTING1-,- [ 2204A Cr?P4 6 ; 67 C›- 65,67 C-. l --. 23061 66 1J Atm 771 10 XX 11 73 MARKETING i 2205 1 17 17 _1! 41) CS HEAD 7,3(---- 2102 FUM HOOP 73 • 7. E-73,75,77 B-17 B-14,16,18 19 0 1 ,(E) _ PANEL 'B' t t! 1. 1t „t ,; - • .-1-1-11 ;it 1 ttr4it: 2100 • „„ ' 39 1" !TELEPHONE o11 61 ,63 • E-66,68 65 4 E-57,59,61,63 • •• G ) E-70,72 69 E-58,60 541• t, 0 E-69,71 E-54,56 29 E-29,31,33 LC-MS1, 1_2104t, ij B-4-8,1012 ---14it. i t 1 U:1 P EB. ; 2103 ELEVATOR ROOF CCESSi/ i 1PANEL 'PB' `,1 B-33,35,37,39 CORRIDOR 1C201 1" STAIRS k , 2000 1 C200 H30 32 34 11 1 it 111- : .111, I - 1 11 11 111! 11"1 ) : tt tt. rf 7 1 1 411 JA • 28 • • • (AN 1 _ r-t1 S. IL 5g 7 .••E' E 49,51 ;53,55' .00 0 0 0 E-48,50,0„: E-44,46 E-17 9) 451 1 11 • _1111 G NI/ 13 E-13 \ (I; -----. I - I -1.....• HORMONE 1 2302 1 —1,71 -3 L ____ _ E-21 E-43,45,47 0 PROCESSING L_2301_.] fit 25 70\-- [TT. 4 E-15 119 E-14,16,18 E--8,10,12 E-23,25,29 FFEZERJFRIDGE 23 23 _ 2304 20, 4. IL -21— 8T i912 I 1_ 37 B-30,32,1, 36 311-,36 , I , ITT I 1 35 B-25,7,29131 KITCHEN 37 3 Do- J LUNCH 2001 2004 31 101' Do- 2 AkeE3.02 MO/ SHIPPING [ i.oi1 33 • • • 33 WOMEN'S 20,05_,1, DISPOSER B-20 RANGE REFRIGERATOR - ri I• 1 112 22 20 4 1 19 1 -0111111 1YP) (TYP) E— 19 E-2,4,6 ,24 010 12 2 d- E-26,28 30,32, 2 d•NNI 0 6 • • • MEN'S 2006 i • 1 i 1 11 1 ) SECOND FLOOR POWER PLAN SCALE: 1/8" = '.ir! LIE:14G- Y HEAD 2303 • • 11 - PANEL 'C' C-17 LI E-7,9 E-1,3,5 (N) PANEL "E" STORAGE 5.0- 4&2 1. 2306 _ OPEN UNFINNISHED OFFICE 343 20 IT/SERVER 20 2307 C-16,18,20 18 1 20 (I) I ! C-21 C-1,3 C-2,4 _13 41) (I) 4 •-•••••••••••■; II) 17 III . _ 17 411 IIII C-13 13 15 17 1 C-15 / C-5 0 " C-19 C-9 C-6 19 1 6iI6 , C-7 6- ALLERGY 2305_] C-8 - ? C-10 1 19 9, 11 Ni 1 tIllI11 C-11 OPEN UNFINNISHED OFFICE 344 ••■ •••• VMS =MI •1■11. • •=110 INAS 0 41E;N a (11 11. d— 12 ----- ■-•■- • - + - • ^ ( 4 ( 2 SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH—IN. 2. EXISTING FLOOR BOX TO BE COVERED BY GENERAL CONTRACTOR. REMOVE EXISTING WIRE AND WIRING DEVICES BACK TO SOURCE. FLAG NOTES: 1100- 1)•- 1)- EXISTING RECEPTACLE TO BE REMOVED AND REPLACED WITH GFI TYPE RECEPTACLE. PROVIDE CONNECTION TO OWNER FURNISHED AIR COMPRESSOR. PROVIDE CONNECTION TO FUME HOOD, SWITCHES, AUXILIARY LIGHTS, AND ALL OTHER ELECTRICAL COMPONENTS INCLUDING INTERLOCKING WITH MECHANICAL EQUIPMENT. PROVIDE POWER POLE INSTALLED ADJACENT TO TABLE. COORDINATE EXACT LOCATION WITH OWNER AND ARCHITECT PRIOR TO ROUGH—IN. PROVIDE PLUGMOLD INSTALLED ON TOP OF COUNTER WITH (4) DUPLEX RECEPTACLES AS SHOWN. PROVIDE CONNECTION TO POWER POLE. bix-m(o• SEPARATE PERMITAND APPROVAL REQUIRED RLxa ‘.! r.L.) CITY OF T KW. A OCT 0 2 2012 PERMIT CENTER cn CD REV. RELEASE RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. • 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SECOND FLOOR POWER PLAN SHEET NUMBER E3.02 SHEET NOTES: 1 . COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH—IN. OFFICE v.- III '''''F[111:11 I 4 -- ift -__:::::-_,,--T_:-..-T,.,:-.,, • N. •: \-1: .-=-----=--=r= t=t1 )1 ' 1 :i! f ri' '' - — - 1-- '-'-‘ 1 to 1 1 ' 1 1 1 .1?-K-- L------ 1.------ UP -- i III T: = fr Li- - , t n , -f 41 1 1 I 11111 uf Mil MME F- II r- '— 0 :37:- 0 0 WA MI R-ING '' ' ' ii Tota.„-",,t1 - . ------ LOBBY FIRST FLOOR MECHANICAL POWER PLAN SCALE: 1 /8" = Rtauti t.t.) CITY OF TUKWIL A OCT 02 2012 2ERMIT CENTER —J CO REV. RELEASE DATE__ PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE FIRST FLOOR MECHANICAL POWER PLAN SHEET NUMBER E4.01 EF2—o1 1 • - 1 i HORMONE HEAD, . rr f;!".;,,!!!!"',1 i!,_!„,-1 ,,I1 .!..-----.1 t-41 II 220? ; , !! !! !! ...; LAB HEAD I ,PHYS. ED. 7201 I ; ';.;',!;,„, 1 1 ../ 1; ACCOUNTING' HEAD !----!!!1!!! --!! \2204 ! WORK ROOM ! I 2200 r • _ 1 1y -!;!7 !!! .1 r-• ! i i ! r ! 1 r r S.11` 2101 1'1—'1 ; ! r. ACCOUN ! ! I T;s1 2204A. V :11 ; 11 I II!, !!!!! - ' MARKETING F_ t. CS HEAD • L102 WAITING L100 t.c-MS! , !!: 21U4 !! PHLEB., A \ 2103 ! [3_36 -- Aup I [ LC-MS/CHEMESRTY r.fr. I !t! [ 23 ft u!!!!=1 —Tv" "'-'1 ' l== =1 11;= E ; - I I . ROOF ACCESSLEVATOR C201 !! /C202 nt. I 1 ! ' STAIRS C200 DN 1.1 ! ! !I 'I i! 1 -4: ".! ; ■ l' ! ; 1 1. IL it I ! fri fr, CORRIDOR 2000 LUNCH 1 2001 JANITOR r 2003 1 i I 2004 1 1 it J TH-9XIST 5 PROCESSING Lj} SHIPPING 2308 I ri HORMONE 2302 FREEZER1FRIDGE r-11+ I ALLE::...7fGat JN;H1EAD 1 ;1- cb! r LA! 1 0 r T 0 ! r WOMEN'S F2005 MEN'S LIIIi 11 OPEN UNFINNISHED OFFICE 343 SECOND FLOOR FLOOR MECHANICAL POWER PLAN SCALE: 1/8" = N L. ALLERGY [_2305 ! r OPEN UNFINNISHED OFFICE L_344 SHEET NOTES: 1. COORDINATE ALL DEVICE LOCATIONS AND HEIGHTS WITH OWNER PRIOR TO ROUGH—IN. SEPARATE PERMIT AND APPROVAL REQUIRED I (0 Rrjt r"1TY OF TOK141 A 0 7. 2012 JERMIT (ENTER 92 P 6 REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE SECOND FLOOR MECHANICAL POWER PLAN SHEET NUMBER E4.02 0 0 =O Y Qi W < w % (NI � N Oj O N LC) 7, N m O a j N Q LJ 0- _ n �z WQ 0 E—z O J C FEEDER SCHEDULE COPPER CONDUCTORS TAG QUANTITY OF SETS RACEWAY SIZE CONDUCTORS PHASE NEUTRAL GND(NOTE 3) 30 1 3/4" 3 #10 - 1 #10 30N 1 3/4" 3.10 1 #10 1 #10 #8) 40 1 3/4" 3 #8 — 1 #10 40N 1 1" 3 #8 1#8 410 #8) 50 1 1" 3 #6 — 410 50N 1 1" 3 #6 1 6 1 10 #8) 70 1 1 -1/4" 3 #4 1 #8 70N 1 1-1/4" 3 4 1, 8, 8 90 1 1-1/4" 3 #2 — 1 8 90N 1 1 -1/2" 3 #2 1;2 1;8 '8 100 1 3#1 - 1 ; 8 100N 1 1 -1/2" 3 #1 1 #1 1 8 6) 150 1 2" 3#1/0 — 116 150N 1 2" 3 1 0 1 1 0 1 6; 6) 175 1 2" 3 #2/0 — 1 6 175N 1 3 2 0 1 2 0 1#6 ; 4) 200 1 3 3 0 — 1 6 200N 1 2 -1/2" 3 #3/0 1 #3/0 1 #6( #4) 225 1 2 -1/2" 3 #4/0 — 1 #4 225N 1 2 -1/2" 3.4/0 1; 4 0 1 4 ,2 250 1 2 -1/2" 3 #250kcmil — 250N 1 3" 3.250kcmil 1 250kcmil 300 1 3" 3 #350kcmil — 1 #4 300N 1 3" 3 #350kcmil 1 350kcmil 1 4 •2) 350 1 3-1/2" 3 #500kcmil — 1#2 350N 1 3-1/2" 3 #500kcmil 3 #3/0 1 #500kcmil — 1#2(#1/0) 1 #2 400 2 2 -1/2" 400N 2 2-1/2" 3 #3/0 1#3/0 1#2(#1/0) 1 #2 450 2 2 -1/2" 3 #4/0 — 450N 2 2 -1/2" 3 #4/0 1 #4/0 1 #2( #2/0) 500 2 3" 3 #250kcmil — 1#2 500N 2 3" 3 #250kcmil 3 #350kcmil 1 #250kcmil — 4242/0) 1 #1 600 2 3" 600N 2 3" 3 #350kcmil 3 #500kcmil 1 #350kcmil — 1#1(#2/0) 1#1/0 750 2 4" 750N 2 4" 3 #500kcmil 3 #300kcmil 1 #500kcmil — 1#1/0(#2/0) 1 #1/0 800 3 3" 800N 3 3" 3 #300kcmil 3 #400kcmil 1 #300kcmil — /0( #2/0) 41/042/0) 1#2/0 1000 3 4" 1000N 3 4" 31 400kcmil 1 ; 400kcmil 1 2/0 3/0 1200 4 3" 3 350kcmil — 1#3 0 1200N 4 3" 3 #350kcmil 1 #350kcmil 1 #3/0( #3/0) 1600 5 4" 3 #400kcmil — 1#4/0 1600N 5 4" 3 #400kcmil 1 #400kcmil 1 #4/0 2000 6 4" 3 #400kcmil — 1 #250kcmil 1 #250kcmil 1 #350kcmil 2000N 6 4" 3 #400kcmil 3 #500kcmil 1 #400kcmil — 2500 7 4" 2500N 7 4" 3 #500kcmil 3 #500kcmil 1 #500kcmil — 1 #350kcmil 1 #400kcmil 3000 8 4" 3000N 8 4" 3 #500kcmil 3 #500kcmil 1 #500kcmil — 1 #400kcmil 1 #500kcmil 1j500kcmil 90 4000 11 4" 4000N 11 4" 3 #500kcmil ON COPPER CONDUCTOR CONDUCTORS BASED ON COMPACT INSULATION. /THHN CONDUCTORS JUMPER) FROM THE SOURCE TO THE FIRST SIZE AS INDICATED 1 #500kcmil CONDUCTORS DERATING WITH 90 ALUMINUM CONDUCTOR WITH SIZE SHALL BE OF A DISCONNECTING IN NOTES: 1. COPPER FEEDERS ARE BASED WITH THWN /THHN INSULATION. IS BASED ON THWN /THHN DEGREES C RATING. 2. ALUMINUM FEEDERS ARE CONDUCTORS WITH THWN /THHN DERATING IS BASED ON THWN DEGREES C RATING. 3. GROUND CONDUCTOR (BONDING INCREASED FOR FEEDERS SEPERATELY DERIVED SYSTEM MEANS PER NEC 250.30(A). PARENTHESES. T (E) UTILITY TRANSFORMER 480Y/277V,30,4W SEC. SERVICE ENTRANCE METERJNG SECTION r , 'f "OAS/ )LOAF (E) DIST. BOARD "SD" 208Y/120V,30,4W 600 AMPS c 350A/3P II (E) PANEL "PA" 100A (E) PANEL "PB" 100A AC -1 AC -2 CHILLER ( 125A/3P 1 I I I (E) PANEL A 225A 150A/3P (E) PANEL B 225A (E) PANEL C 100A MCU -1 MCU -2 1 ELEVATOR 1 SHEET NOTES: 1. COORDINATE ALL ELECTRICAL UTILITY REVISIONS WITH PUGET SOUND ENERGY PRIOR TO CONSTRUCTION. CONTACT NATE LINVILLE WITH PUGET SOUND ENERGY AT 253.395.6911. 2. SEE SHEETS E1.01 D, E1.01, AND E9.01 FOR ADDITIONAL INFORMATION. FLAG NOTES: EXISTING UTILITY TRANSFORMER AND VAULT TO BE DEMOLISHED. EXISTING SECONDARY FEEDERS TO BE DEMOLISHED. EXISTING MAIN DISTRIBUTION BOARD TO BE DEMOLISHED. EXISTING FEEDERS TO REMAIN FOR REUSE. EXISTING CONDUIT AND WIRE TO BE DEMOLISHED. EXISTING TRANSFORMER TO BE REMOVED AND REINSTALLED. (I:nsua SEPARATE PERMIT AND APPROVAL REQUIRED v +.) CITY OF T .!;4• mt.A, OCT 02 2012 ERMIT CENTER REV. RELEASE DATE_ PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB. CHECKED BY MH APPROVED BY MH SHEET TITLE ELECTRICAL - ONE -LINE DEMOLITION DIAGRAM SHEET NUMBER E9.OID 0 0) w 0 0 N N N m 0 a 0 z wa Qw OQ O0 J FEEDER SCHEDULE COPPER CONDUCTORS TAG QUANTITY OF SETS RACEWAY SIZE CONDUCTORS PHASE NEUTRAL GND(NOTE 3) 30 1 3/4" 3 #10 — 410 30N 1 3/4" 3 #10 410 1 #10( #8) 40 1 3/4" 3 #8 — 1 #10 40N 1 1" 3 #8 1#8 1#101#8) 1 #10 50 1 1" 3 #6 — 50N 1 1" 3 #6 1 #6 1 #10( #8) 70 1 1 -1/4" 3 #4 — 1 #8 70N 1 1-1/4" 3 #4 1 #4 1 #8 #8) 90 1 1 -1/4" 3 #2 — 1 #8 90N 1 1-1/2" 3 #2 1#2 1 #8( #8) 100 1 1 -1/2" 3 #1 — 1 #8 100N 1 1 -1/2" 3 #1 1#1 1 #8( #6) 150 1 2" 3 #1/0 — 1 #6 150N 1 2" 3 #1/0 1 #1/O 1 #66) 175 1 2" 3 #2/0 — 1 #6 175N 1 2-1/2" 3 #2/0 1#2/0 1#6(#4) 1 #6 200 1 2 -1/2" 3 #3/0 — 200N 1 2-1/2" 3 #3/0 1#3/0 1#6(#4) 225 1 2 -1/2" 3 #4/0 3 #4/0 — 1 #4/0 1 #4 1 #442) 1#4 225N 1 2 -1/2" 250 1 2-1/2" 3 #250kcmil — 250N 1 3" 3 #250kcmil 3 #350kcmil 1 #250kcmil — 1#4(#2) 1#4 300 1 3" 300N 1 3" 3 #350kcmil 1 #350kcmil 1#4(#2) 350 1 3-1/2" 3 #500kcmil — 1#2 350N 1 3-1/2" 3 #500kcmil 1 #500kcmil 1#2(#1/0) 400 2 2 -1/2" 3 #3/0 — 1 #2 400N 2 2-1/2" 3 #3/0 1#3/0 1#2(#1/0) 1 #2 450 2 2 -1/2" 3 #4/0 — 450N 2 2-1/2" 3 #4/0 1#4/0 1#2(#2/0) 500 2 3" 3 #250kcmil — 1#2 500N 2 3" 3 #250kcmil 1 #250kcmil 1 #2( #2/0) 600 2 3" 3 #350kcmil — 1 #1 600N 2 3" 3 #350kcmil 1 #350kcmil 1 #1( #2/0) 750 2 4" 3 #500kcmil — 1#1/0 750N 2 4" 3 #500kcmil 3 #300kcmil 1 #500kcmil — 41/(02/0) /(( #2/0) 1#1/0 800 3 3" 800N 3 3" 3 #300kcmil 1#300kcmil 1#1/0(#2/0) 1 #2 /O 1000 3 4" 3 #400kcmil — 1000N 3 4" 3 #400kcmil 3 #350kcmil 1ij400kcmil — 42/043/0) 1#3/0 1200 4 3" 1200N 4 3" 3 #350kcmil 1 #350kcmil 1#3/0(#3/0) 1600 5 4" 3 #400kcmil — 1 #4/0 1600N 5 4" 3 #400kcmil 1j400kcmil 1 #4/0 2000 6 4" 3 #400kcmil — 1 #250kcmil 1 #250kcmil 1 #350kcmil 1 #350kcmil 1 #400kcmil 1 #400kcmil 1 #500kcmil 2000N 6 4" 3 #400kcmil 3 #500kcmil 1 #400kcmil — 2500 7 4" 2500N 7 4" 3 #500kcmil 3 #500kcmil 1 #500kcmil — 3000 8 4" 3000N 8 4" 3 #500kcmil 3 #500kcmil 1#500kcmil — 4000 11 4" 4000N 11 4" 3 #500kcmiI ON COPPER CONDUCTOR CONDUCTORS BASED ON COMPACT INSULATION. /THHN CONDUCTORS JUMPER) FROM THE SOURCE TO THE FIRST SIZE AS INDICATED 1 #500kcmil CONDUCTORS DERATING WITH 90 ALUMINUM CONDUCTOR WITH SIZE SHALL BE OF A DISCONNECTING IN 1 #500kcmil 90 NOTES: 1. COPPER FEEDERS ARE BASED WITH THWN /THHN INSULATION. IS BASED ON THWN /THHN DEGREES C RATING. 2. ALUMINUM FEEDERS ARE CONDUCTORS WITH THWN /THHN DERATING IS BASED ON THWN DEGREES C RATING. 3. GROUND CONDUCTOR (BONDING INCREASED FOR FEEDERS SEPERATELY DERIVED SYSTEM MEANS PER NEC 250.30(A). PARENTHESES. 1 (N) UTILI1Y TRANSFORMER 480Y/277V,30,4W SEC. SERVICE ENTRANCE METERING SECTION MAINS SECTION (N) MAIN SWBD "MSB" 480Y/277V,30,4W 1000 AMPS SHEET NOTES: 1. COORDINATE ALL ELECTRICAL UTILITY REVISIONS WITH PUGET SOUND ENERGY PRIOR TO CONSTRUCTION. CONTACT NATE LINVILLE WITH PUGET SOUND ENERGY AT 253.395.6911. 2. SEE SHEETS E1.01 D, E1.01, AND E9.01 FOR ADDITIONAL INFORMATION. SHEET NOTES: 3. CONNECT ADDITIONAL SECTIONS OF MULTI- SECTION PANELS WITH CONDUCTORS SIZED THE SAME AS THE PANEL FEEDER CONDUCTORS. 4. ALL EQUIPMENT AIC RATINGS MUST EXCEED AIC RATING SHOWN ON THIS ONE -LINE DIAGRAM BY AT LEAST 10 %. FLAG NOTES: PROVIDE NEW UTILI1Y VAULT AND SECONDARY CONNECTIONS TO NEW UTILITY TRANSFORMER. PROVIDE NEW SECONDARY FEEDERS AND CONNECTIONS TO NEW SWITCHBOARD AS SHOWN. PROVIDE NEW SWITCHBOARD, INCLUDING EUSERC SECTION, MAINS SECTION, AND DISTRIBUTION SECTION. PRVIDE NEW CIRCUIT BREAKER. PROVIDE CONNECTION TO EXISTING LOAD UTILIZING EXISTING CONDUIT AND WIRE. PROVIDE NEW FEEDER AND CONNECTIONS TO RELOCATED TRANSFORMER. RELOCATED TRANSFORMER. PROVIDE NEW PANELBOARD, TRANSFORMERS, AND FEEDERS. SEE SHEETS E3.01 AND E3.02 FOR LOCATIONS. PROVIDE FUSED DISCONNECT INSTALLED ADJACENT TO AND UPSTREAM OF EXISTING MECHANICAL UNIT SHOULD AVAILABLE FAULT SHOWN ON THIS ONE -LINE DIAGRAM EXCEED THE SCCR RATING OF THE EXISTING EQUIPMENT. DISCONNECT SHALL BE SIZED AND FUSED TO MATCH OR EXCEED AMPACITY OF UPSTREAM OVER CURRENT PROTECTIVE DEVICE. IN (TYP) 175A/3P ('90A /3P (6 90A /3P o50A /3P NINO (E) DIST. BOARD "SD" 208Y/120V,30,4W 600 AMPS ©- 16425 F76:0-8-071 1 (TN i "SD ) XFMR 208Y 112.5kVA 120V 1 -J- #1/0 AWG G E 350A/3P (90N) (90N) 71 15974 1 /I 7708 I (E) PANEL "PA" 100A I I (E) "PBNEL 100A ( 5 0 ) 41 8923 (T70A /3P (T70A /3P (! 30A /3P C 30A /3P C' 50A /3P CHILLER A IN •IG (E) PANEL 225A ( 150A/3P ( I (E) PBANEL 225A (E) PANEL 100A ELEVATOR A 100A /3P (N) PANEL "PC" 225A 48071 ( )" XFMR D osr 75kVA 120V �o -• asov j (N) " XFMR E 1 (22 75kVA 0V� I� J- #2 AWG G 5638 0 1ENCLOSED CB "ECBPK" iu, IN N 4so71 (N) XFMR MME 208Y 75kVA 12oY I #2 AWG G IENCLOSED CB "ECBMME" i r I 1 (NI PANEL MME" 225A Rt. ::)vy;.) CITY - T 10.�.11.A OCT 0 2 2012 PERMIT CENTER (N) PANEL D (N) PANEL (NE "PANEL SEC 1 SEC 2SEPARATE PERMIT AND APPROVAL REQUIRED 100 REV. RELEASE DATE PERMIT SET 2012/10/01 PROJECT NO. HARGIS PROJECT NO. DRAWN BY _. . CHECKED BY APPROVED BY SHEET TITLE 12127 12127 CB MH MH ELECTRICAL ONE -LINE DIAGRAM SHEET NUMBER E9.01 MAIN SWITCHBOARD SUMMARY : 08123/2012 (E) MAIN SWITCHBOARD 'MB' CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD' MSB' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: MOUNTING: FLOOR VOLTAGE: 480Y/277V 30, 4 -WIRE MAINS: 600A MAIN CIRCUIT BREAKER CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) LOAD CALCULATIONS CKT NO. LOAD CALCULATIONS NOTE AMPS LOAD DESCRIPTION CONNECTED LOAD POLE DEMAND FACTOR LOAD DESCRIPTION CONNECTED LOAD - 53460 200 860 6260 10000 2950 16360 2000 DEMAND FACTOR 125% 100% 125% 125% 100% 100% 50% 100% 100% CALCULATED LOAD = - = 53460 = 250 = 1075 = 6260 = 10000 = 1475 = 16360 = 2000 MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: ELECTRIC HEATING: - 54620 55600 4320 7120 10000 2950 16360 42990 X X X X X X X X X 125% 100% 125% 125% 100% 100% 50% 100% 100% 2 _ = = = = = = = = - 54620 69500 5400 7120 10000 1475 16360 42990 3 LOAD SUMMARY 1 TOTAL CALCULATED LOAD (VA) I 92,090 VA I I 90,880 VA PHASE A: 33,210 VA 277 A PHASE B: 31,840 VA 265 A PHASE C: 27,040 VA 225 A TOTAL CONNECTED AMPS TOTAL CONNECTED LOAD AMPS TOTAL CONNECTED LOAD (VA) I 252 A I 2 LIGHTING NOTES: 1 2 3. 4. 5 TOTAL CALCULATED LOAD (VA) 1 193,960 VA I 207,465 VA PHASE A: 70,780 VA 256 A PHASE B: 69,150 VA 250 A PHASE C: 54,030 VA 195 A TOTAL CONNECTED AMPS TOTAL CALCULATED AMPS I 233 A I I 250 A LIGHTING - GARAGE 20 NOTES: 1. 2. 3. 4. 5. VAV BOXES 7 20 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 DIST. PANEL SUMMARY : 08/23/ 2012 (E) DIST. PANEL 'SD' CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD' MSB' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) TRANSFORMER TSD' MOUNTING: FLOOR VOLTAGE: 208V 30, 3 -WIRE MAINS: 350A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) LOAD CALCULATIONS CKT NO. ITEM DESCRIPTION NOTE AMPS LOAD DESCRIPTION CONNECTED LOAD POLE DEMAND FACTOR CALCULATED LOAD MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: ELECTRIC HEATING: - 53460 200 860 6260 10000 2950 16360 2000 X X X X X X X X X 125% 100% 125% 125% 100% 100% 50% 100% 100% A = - = 53460 = 250 = 1075 = 6260 = 10000 = 1475 = 16360 = 2000 LOAD SUMMARY 1 2 LIGHTING - EMERGENCY 2 TOTAL CONNECTED LOAD AMPS TOTAL CONNECTED LOAD (VA) 3 20 1 TOTAL CALCULATED LOAD (VA) I 92,090 VA I I 90,880 VA PHASE A: 33,210 VA 277 A PHASE B: 31,840 VA 265 A PHASE C: 27,040 VA 225 A TOTAL CONNECTED AMPS TOTAL CALCULATED AMPS I 256 A I I 252 A I 2 LIGHTING NOTES: 1 2 3. 4. 5 20 1 4100 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'PA' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD' MSB' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: SQUARE -D NEHB NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 2 LIGHTING 1 20 1 2910 A 870 20 1 2 LIGHTING - EMERGENCY 2 2 LIGHTING 3 20 1 2920 B 2880 20 1 4 LIGHTING - INS, M &E ROOM 2 2 LIGHTING 5 20 1 4100 C 2950 20 1 6 LIGHTING - GARAGE 20 1 VAV BOXES 7 20 1 1160 A 3330 20 1 8 LIGHTING - EXTERIOR 2 1000 WATER HEATER 9 20 2 2250 B 1000 20 1 10 BASEBOARD HEATERS 1080 C 1000 11 - - 2250 C 500 20 1 12 BASEBOARD HEATERS A 1000 UNIT HEATER 13 20 3 2000 A 1330 20 3 14 UNIT HEATER 1000 20 1 15 - - 2000 B 1330 - - 16 - 20 1 - 17 - - 2000 C 1330 - - 18 - 1 20 DOOR OPERATOR UNIT HEATER 19 20 3 2000 A 1260 20 3 20 SPARE 22 DOOR OPERATOR 1 2 21 - - 2000 B C - - 22 - 1 2 _ 23 - - 2000 C 860 - - 24 - SPARE LIGHTING - ELEVATOR LIGHTING - PARKING LOT 25 20 1 3410 A 1440 20 3 26 PUMPS CONTACTOR 1 BASEBOARD HEATER 27 20 1 4000 B 1440 - - 28 - 31 20 SPARE 29 20 1 20 C 1440 - - 30 - 20 1 SPARE 31 20 1 1 A - 125% - - 100% - 32030 125% 40038 - 125% - - 100% - - 100% - - 50% - 15000 100% 15000 20 1 32 SPACE 1 200 SPARE 33 20 1 36 SECURITY PANEL B 20 1 34 SPACE 860 A SPARE 35 20 1 38 SPARE C HEAT TAPE 20 1 36 SPACE B B SPARE 37 20 1 A 41 20 1 38 SPACE 200 20 SPARE 39 20 1 LOAD CALCULATIONS B CONN. (VA) DEMAND FACTOR CALC. (VA) 20 1 40 SPACE TOTAL CONNECTED LOAD AMPS PHASE A: 10,930 VA 91 A PHASE B: 12,320 VA 103 A PHASE C: 11,540 VA 96 A SPARE 41 20 1 C 20 1 42 SPACE LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: - 125% - 1160 100% 1160 23370 125% 29213 4320 125% 5400 - 100% - - 100% - - 50% - 25990 100% 25990 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 18,450 VA 67 A PHASE B: 19,820 VA 72 A PHASE C: 16,570 VA 60 A TOTAL CALCULATED LOAD: 61,763 VA TOTAL CALCULATED AMPS: 74 A 54,840 61,763 NOTES: 1 (E) LOAD TO BE DEMOLISHED. SEE REVISED PANEL SCHED FOR UPDATED LOADS. (E) CB TO REMAIN AS SPARE. 2. (E) LOAD TO BE REVISED. SEE REVISED PANEL SCHEDULE FOR UPDATED LOADS. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08(23/2012 (E) PANEL 'A' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: SQUARE -D NQOD NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMP POLE 1 FLOOR DUCT 1 20 1 1000 A 1000 20 1 2 FLOOR DUCT 1 1 FLOOR DUCT 3 20 1 1000 B 1000 20 1 4 FLOOR DUCT 1 1 FLOOR DUCT 5 20 1 1000 C 1000 20 1 6 FLOOR DUCT 1 1 FLOOR DUCT 7 20 1 1000 A 1000 20 1 8 FLOOR DUCT 1 2 DRINKING FOUNTAIN 9 20 1 1000 B 1000 20 1 10 VENDING MACHINE 2 2 RECEPTS 11 20 1 1080 C 1000 20 1 12 VENDING MACHINE 2 2 RECEPTS 13 20 1 900 A 1000 20 1 14 MENDING MACHINE 20 2 RECEPTS 15 20 1 1360 B 1000 20 1 16 VENDING MACHINE 15 2 RECEPTS 17 20 1 1620 C 860 20 1 18 DOOR OPERATOR 1 2 RECEPTS 19 20 1 1050 A 060 20 1 20 DOOR OPERATOR 1 2 RECEPTS 21 20 1 1260 B 860 20 1 22 DOOR OPERATOR 1 2 RECEPTS 23 20 1 1440 C 860 20 1 24 DOOR OPERATOR 1 2 RECEPTS - TELEPHONE 25 20 1 1000 A 860 20 1 26 DOOR OPERATOR 1 SPARE LIGHTING - ELEVATOR 27 20 1 200 B 860 20 1 28 DOOR OPERATOR 1 26 CONTACTOR 29 20 1 100 C 1000 20 1 30 HEAT TAPE - - CIRC. PUMP 31 20 1 200 A 200 20 1 32 EF -1 32 SPARE - EXISTING EQUIPMENT 33 20 1 1600 B 180 20 1 34 FIRE ALARM PANEL - 125% - - 100% - 32030 125% 40038 - 125% - - 100% - - 100% - - 50% - 15000 100% 15000 LOAD SUMMARY TRACER 35 20 1 200 C 180 20 1 36 SECURITY PANEL 36 SPARE AIR COMPRESSOR 37 20 1 860 A A 20 1 38 SPARE 38 SPARE HEAT TAPE 39 20 1 1000 B B 20 1 40 SPARE 40 /SPARE FLOOR DUCT 41 20 1 1000 C 200 20 1 42 IRRIGATION CONTROL PANEL 42 EF -4 LOAD CALCULATIONS LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: ELECTRIC HEATING: TOTALS: - 125% - 11460 100% 11460 200 125% 250 860 125% 1075 5560 100% 5560 9710 100% 9710 - 50% - 5000 100% 5000 2000 100% 2000 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS TOTAL CONNECTED LOAD AMPS PHASE A: 10,930 VA 91 A PHASE B: 12,320 VA 103 A PHASE C: 11,540 VA 96 A TOTAL CALCULATED LOAD: 35,055 VA TOTAL CALCULATED AMPS: 97 A 34,790 35,055 NOTES: HARGIS ENGINEERS, INC. 1. (E) LOAD TO BE DEMOLISHED. SEE REVISED PANEL SCHED FOR UPDATED LOADS. (E) CB TO REMAIN AS SPARE. 600 STEWART ST., SUITE 1000 2. (E) LOAD TO BE REVISED. SEE REVISED PANEL SCHEDULE FOR UPDATED LOADS. SEATTLE, WA 98101 3. 4. PH. (206) 448 -3376 5 FAX. (206) 448 -4450 PANEL SCHEDULE ; 08/23/2012 (E) PANEL 'PB' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) MAIN SWITCHBOARD' MSB' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: SQUARE -D NEHB NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 2 LIGHTING 1 20 1 1190 A 3820 20 1 2 LIGHTING 2 2 LIGHTING 3 20 1 3190 B 3820 20 1 4 LIGHTING 2 2 LIGHTING 5 20 1 3190 C 3730 20 1 6 LIGHTING 2 2 LIGHTING 7 20 1 3960 A 3650 20 1 8 LIGHTING 2 1000 LIGHTING - EMERGENCY 9 20 1 900 B 3080 20 1 10 LIGHTING 2 C LIGHTING - STORAGE 11 20 1 1500 C FLOOR DUCT 20 1 12 SPARE A 1000 BASEBOARD HEATERS 13 20 1 3000 A 15 20 1 14 SPARE 1000 20 BASEBOARD HEATERS 15 20 1 2500 B 20 20 1 16 SPARE 20 1 BASEBOARD HEATERS 17 20 1 2000 C 1 20 1 18 SPARE 2 20 RANGE BASEBOARD HEATERS 19 20 1 3500 A 1000 20 1 20 SPARE 22 - BASEBOARD HEATERS 21 20 1 4000 B C 20 1 22 SPARE SPARE 23 20 1 1000 C 20 1 24 SPARE RECEPTS - COUNTER TOP SPARE 25 20 3 B A 20 20 3 26 SPARE RECEPTS - COUNTER TOP 29 20 27 - - B 1 - - 28 - 31 20 - 29 - 20 C 32 SPARE - - 30 - 20 1 LOAD CALCULATIONS B LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: - 125% - - 100% - 32030 125% 40038 - 125% - - 100% - - 100% - - 50% - 15000 100% 15000 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS RECEPTS PHASE A: 19,120 VA 69 A PHASE B: 17,490 VA 63 A PHASE C: 10,420 VA 38 A TOTAL CALCULATED LOAD: 55,038 VA TOTAL CALCULATED AMPS: 66 A 47,030 55,038 NOTES: 1. (E) LOAD TO BE DEMOLISHED. SEE REVISED PANEL SCHED FOR UPDATED LOADS. (E) CB TO REMAIN AS SPARE. 2. (E) LOAD TO BE REVISED. SEE REVISED PANEL SCHEDULE FOR UPDATED LOADS. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'B' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: SQUARE -D NQOD NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 FLOOR DUCT 1 20 1 1000 A 1000 20 1 2 FLOOR DUCT 1 1 FLOOR DUCT 3 20 1 1000 B 1000 20 1 4 FLOOR DUCT 1 1 FLOOR DUCT 5 20 1 1000 C 1000 20 1 6 FLOOR DUCT 1 1 FLOOR DUCT 7 20 1 1000 A 1000 20 1 8 FLOOR DUCT 1 FLOOR DUCT 9 20 1 1000 B 1000 20 1 10 FLOOR DUCT 1 1 FLOOR DUCT 11 20 1 1000 C 1000 20 1 12 FLOOR DUCT 1 1 FLOOR DUCT 13 20 1 1000 A 1000 20 1 14 FLOOR DUCT 1 FLOOR DUCT 15 20 1 1000 B 1000 20 1 16 FLOOR DUCT 1 FLOOR DUCT 17 20 1 1000 C 1000 20 1 18 FLOOR DUCT 1 1 FLOOR DUCT 19 20 1 1000 A 4200 50 2 20 RANGE 1 FLOOR DUCT 21 20 1 1000 B 4200 - - 22 - 1 FLOOR DUCT 23 20 1 1000 C 20 1 24 SPARE REFRIGERATOR 25 20 1 1000 A 20 1 26 SPARE RECEPTS - COUNTER TOP 27 20 1 180 B 20 1 28 SPARE RECEPTS - COUNTER TOP 29 20 1 360 C 20 1 30 SPARE DISPOSER 31 20 1 1000 A 20 1 32 SPARE DRINKING FOUNTAIN 33 20 1 960 B 20 1 34 SPARE RECEPTS 35 20 1 1260 C 20 1 36 SPARE _ RECEPTS 37 20 1 900 A 20 1 38 SPARE RECEPTS - TELEPHONE 39 20 1 180 B 20 1 40 /SPARE EF -3 & EF -3 41 20 _ 1 500 C 200 20 1 42 EF -4 LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: TOTALS: - 125% - 21000 100% 21000 - 125% - 500 125% 625 200 100% 200 2880 100% 2880 - 50% - 11360 100% 11360 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 14,100 VA 11B A PHASE B: 12,520 VA 104 A PHASE C: 9,320 VA 78 A TOTAL CALCULATED LOAD: 36,065 VA TOTAL CALCULATED AMPS: 100 A 35,940 36,065 NOTES: HARGIS ENGINEERS, INC. 1. (E) LOAD TO BE DEMOLISHED. SEE REVISED PANEL SCHED FOR UPDATED LOADS. (E) CB TO REMAIN AS SPARE. 600 STEWART ST., SUITE 1000 2. (E) LOAD TO BE REVISED. SEE REVISED PANEL SCHEDULE FOR UPDATED LOADS. SEATTLE, WA 98101 3. 4. PH. (206) 448 -3376 5. FAX. (206) 448 -4450 b I 3 (00 ERARAiE APPROVAND REQUIRED CITY 4 fin , ,.,1t A OCT 02 2012 '3ERMIT CENTER H C7-; a gd c . r 2 Qj 2 CIL a_ O Wes°o < , !L ~ a) -v _ =°8Z 3 - w N - _U 4) M .�.. M = 07 06 0 w C d m a 2 N N 0 rr 0 CD z co -J U Q� w zrn �Q Q Q LL � F- F-- REV. RELEASE _ DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE ELECTRICAL PANEL SCHEDULES SHEET NUMBER E10.01 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'C' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED TYPE: SQUARE -D NQOD NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 FLOOR DUCT 1 20 1 1000 A 1000 20 1 2 FLOOR DUCT 1 1 FLOOR DUCT 3 20 1 1000 B 1000 20 1 4 FLOOR DUCT 1 1 FLOOR DUCT 5 20 1 1000 C 1000 20 1 6 FLOOR DUCT 1 1 FLOOR DUCT 7 20 1 1000 A 1000 20 1 8 FLOOR DUCT 1 1 FLOOR DUCT 9 20 1 1000 B 1000 20 1 10 FLOOR DUCT 1 1 FLOOR DUCT 11 20 1 1000 C 1000 20 1 12 FLOOR DUCT 1 1 FLOOR DUCT 13 20 1 1000 A 1000 20 1 14 FLOOR DUCT 1 1 FLOOR DUCT 15 20 1 1000 B 1000 20 1 16 FLOOR DUCT 1 1 FLOOR DUCT 17 20 1 1000 C 1000 20 1 18 FLOOR DUCT 1 1 FLOOR DUCT 19 20 1 1000 A 1000 20 1 20 FLOOR DUCT 1 1 FLOOR DUCT 21 20 1 1000 B 20 1 22 SPARE RECEPTS- ICS 23 20 1 180 C 20 1 24 SPARE RECEPTS - ICS 25 20 1 180 A 1440 20 1 26 SPARE SPARE 27 20 1 B 1440 20 1 28 SPARE SPARE 29 20 1 C 1440 20 1 30 SPARE LOAD CALCULATIONS 31 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: TOTALS: - 125% - 21000 100% 21000 - 125% - - 125% - - 100% - 360 100% 360 - 50% - LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 1 PHASE A: 8,180 VA 68 A PHASE B: 7,000 VA 58 A PHASE C: 6,180 VA 52 A TOTAL CALCULATED LOAD: 21,360 VA TOTAL CALCULATED AMPS: 59 A 21,360 21,360 NOTES: 1. (E) LOAD TO BE DEMOLISHED. SEE REVISED PANEL SCHED FOR UPDATED LOADS. (E) CB TO REMAIN AS SPARE. 2. (E) LOAD TO BE REVISED. SEE REVISED PANEL SCHEDULE FOR UPDATED LOADS. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'PB (REVISED)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM MAIN SWITCHBOARD 'MSB (REVISED)' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 2 LIGHTING 1 20 1 3986 A 3254 20 1 2 LIGHTING 2 2 LIGHTING 3 20 1 4210 B 3160 20 1 4 LIGHTING 2 2 LIGHTING 5 20 1 3764 C 3254 20 1 6 LIGHTING 2 2 LIGHTING 7 20 1 4200 A 4120 20 1 8 LIGHTING 2 LIGHTING - EMERGENCY 9 20 1 900 B 3080 20 1 10 LIGHTING 2 LIGHTING - STORAGE 11 20 1 1500 C 3048 20 1 12 SPARE BASEBOARD HEATERS 13 20 1 3000 A 1330 20 1 14 SPARE BASEBOARD HEATERS 15 20 1 2500 B 1330 20 1 16 SPARE BASEBOARD HEATERS 17 20 1 2000 C 1330 20 1 18 SPARE BASEBOARD HEATERS 19 20 1 3500 A 20 1 20 SPARE BASEBOARD HEATERS 21 20 1 4000 B 20 1 22 SPARE SPARE 23 20 1 2000 C 20 1 24 SPARE SPARE 25 20 3 3410 A 1440 20 3 26 SPARE - 27 - - B 1440 - - 28 - - 29 - - C 1440 - - 30 - LOAD CALCULATIONS 31 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: - 125% - - 100% - 35428 125% 44285 - 125% - - 100% - - 100% - - 50% - 15000 100% 15000 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 1 PHASE A: 22,060 VA 80 A PHASE B: 17,850 VA 64 A PHASE C: 10,518 VA 38 A TOTAL CALCULATED LOAD: 59,285 VA TOTAL CALCULATED AMPS: 71 A 50,428 59,285 NOTES: 1. NEW BRANCH CIRCUIT. UTILIZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. 4, 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 MAIN SWITCHBOARD SUMMARY : 08/23/ 2012 MAIN SWITCHBOARD 'MSB (REVISED)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: MOUNTING: FLOOR VOLTAGE: 480Y/277V 30, 4 -WIRE MAINS: 1000A MAIN CIRCUIT BREAKER LOAD CALCULATIONS LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR CALCULATED LOAD MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: ELECTRIC HEATING: - X 125% = - 66110 X 100% = 66110 70856 X 125% = 88570 15129 X 125% = 18911 47831 X 100% = 47831 10000 X 100% = 10000 12580 X 50% = 6290 47020 X 100% = 47020 22480 X 100% = 22480 40490 X 100% 40490 LOAD SUMMARY TOTAL TOTAL CONNECTED LOAD (VA) TOTAL CALCULATED LOAD (VA) CONNECTED LOAD AMPS 332,496 VA 347,702 VA PHASE A: 130,068 VA 470 A PHASE B. 114,406 VA 413 A TOTAL CONNECTED AMPS TOTAL CALCULATED AMPS PHASE C: 89,522 VA 323 A 400 A 1 418 A POLE NOTES: 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 09/19/2012 PANEL 'PC' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: MAIN SWITCHBOARD' MSB (REVISED)' MOUNTING: FIELD VERIFY VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 2 EDH1 -01 1 20 3 2333 A 4156 20 3 2 CU-01 2 2 - 3 - - 2333 B 4156 - - 4 - 2 2 - 5 - - 2333 C 4156 - - 6 - MAU-01 7 30 3 5043 A 3048 15 3 8 CU -02 2 - 9 - - 5043 B 3048 - - 10 - - 11 - - 5043 C 3048 - - 12 - LTG 13 20 1 4150 A 1330 20 1 14 SPACE LTG 15 20 1 3950 B 1330 20 1 16 SPACE SPACE 17 20 1 2000 C 1330 20 1 18 SPACE SPACE 19 20 1 2000 A 20 1 20 SPACE SPACE 21 20 1 2000 B 20 1 22 SPACE SPACE 23 20 1 2000 C 20 1 24 SPACE SPACE 25 20 1 3410 A 1440 20 1 26 SPACE SPACE 27 20 1 B 1440 20 1 28 SPACE SPACE 29 20 1 C 1440 20 1 30 SPACE SPACE 31 20 1 MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: A LOAD SUMMARY 20 1 32 SPACE 59,526 64,551 NOTES: 1. 2. 3. 4. 5. SPACE 33 20 1 B 20 1 34 SPACE SPACE 35 20 1 C 20 1 36 SPACE TRANSFORMER' TD' 37 100 3 7820 A 25530 100 3 38 TRANSFORMER'TE' SPARE 39 - - 8560 B 21884 - - 40 - - 41 - - 8860 C 21614 - - 42 - LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: - 125% - 40088 100% 40088 8100 125% 10125 15129 125% 18911 32171 100% 32171 10000 100% 10000 800 50% 400 25940 100% 25940 13880 100% 13880 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 52,080 VA 188 A PHASE B: 48,974 VA 177 A PHASE C: 45,054 VA 163 A TOTAL CALCULATED LOAD: 151,515 VA TOTAL CALCULATED AMPS: 182 A 146,108 151,515 NOTES: 1. 2 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'PA (REVISED)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: MAIN SWITCHBOARD 'MSB (REVISED)' MOUNTING: SURFACE VOLTAGE: 480Y/277V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 2 LIGHTING 1 20 1 4212 A 3675 20 1 2 LIGHTING - EMERGENCY 2 2 LIGHTING 3 20 1 3754 B 4212 20 1 4 LIGHTING - INS, M&E ROOM 2 2 LIGHTING 5 20 1 4190 C 6700 20 1 6 SPARE VAV BOXES 7 20 1 1160 A 3675 20 1 8 LIGHTING - EXTERIOR 2 WATER HEATER 9 20 2 2250 B 1000 20 1 10 BASEBOARD HEATERS - 11 - - 2250 C 500 20 1 12 BASEBOARD HEATERS UNIT HEATER 13 20 3 2000 A 1330 20 3 14 UNIT HEATER COMP 15 - - 2000 B 1330 - - 16 - - 17 - - 2000 C 1330 - - 18 - UNIT HEATER 19 20 3 2000 A 20 3 20 SPARE LTG 21 - - 2000 B - 1 22 - - 23 - - 2000 C - - 24 - LIGHTING - PARKING LOT 25 20 1 3410 A 1440 20 3 26 PUMPS SPARE 27 20 1 6 1440 - - 28 - SPARE 29 20 1 C 1440 - - 30 - SPARE 31 20 1 MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: A LOAD SUMMARY 20 1 32 SPACE 59,526 64,551 NOTES: 1. 2. 3. 4. 5. SPARE 33 20 1 B 20 1 34 SPACE SPARE 35 20 1 C 20 1 36 SPACE SPARE 37 20 1 A 20 1 38 SPACE SPARE 39 20 1 B 20 1 40 PACE SPARE 41 20 1 C 20 1 42 SPACE LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: ELECTRIC HEATING: TOTALS: - 125% - 1160 100% 1160 27128 125% 33910 4320 125% 5400 - 100% - - 100% - - 50% - 21990 100% 21990 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 22,902 VA 83 A PHASE B: 17,986 VA 65 A PHASE C: 13,710 VA 49 A TOTAL CALCULATED LOAD: 62,460 VA TOTAL CALCULATED AMPS: 75 A 54,598 62,460 NOTES: 1. NEW BRANCH CIRCUIT. UTLIZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 09/26/2012 PANEL 'MME' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: TRANSFORMER 'TMME' MOUNTING: FIELD VERIFY VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE MME MACHINE #1 1 70 3 6700 A 6700 70 3 2 MME MACHINE #2 3 - - 6700 B 6700 - - 4 - - 5 - - 6700 C 6700 - - 6 - ACR-1 7 30 3 2641 A 2641 30 3 8 ACR -2 - 9 - 2641 B 2641 - - 10 - - 11 - - 2641 C 2641 - - 12 - RECEP 13 20 1 360 A 1500 20 1 14 MICROWAVE COMP 15 20 1 400 B 500 20 1 16 COFFEE MAKER RECEP 17 20 1 540 C 180 20 1 18 RECEP -ROOF LTG 19 20 1 A 20 1 20 SPACE LTG 21 20 1 B 20 1 22 SPACE SPACE 23 20 1 C 20 1 24 SPACE SPACE 25 20 1 A 20 1 26 SPACE SPACE 27 20 1 B 20 1 28 SPACE SPACE 29 20 1 C 20 1 30 SPACE LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: - 125% - - 100% - - 125% - 20100 125% 25125 35946 100% 35946 1080 100% 1080 - 50% - 2000 100% 2000 400 100% 400 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 20,542 VA 171 A PHASE B: 19,582 VA 163 A PHASE C: 19,402 VA 162 A TOTAL CALCULATED LOAD: 64,551 VA TOTAL CALCULATED AMPS: 179 A 59,526 64,551 NOTES: 1. 2. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 2EPARATE R��v °Y�t �D CITY -)c: OCT 02 2012 PERMIT CENTER REV. RELEASE PERMIT SET PROJECT NO. HARGIS PROJECT NO. DRAWN BY CHECKED BY APPROVED BY SHEET TITLE DATE 2012/10/01 12127 12127 CB MH MH ELECTRICAL PANEL SCHEDULES SHEET NUMBER E10.02 rn r) O O X W Q 0 a X 0 W / N D N M 0 N 0 CA N 0 O N ci N o • d �0 Z w < I-1-1 0 Q O J PANEL SCHEDULE : 08/23/2012 (E) PANEL 'A (REVISED)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD (REVISED). MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 HOT BOX 1 20 1 1500 A 1000 20 1 2 COFFEE MAKER 1 1 COMP 3 20 1 800 B 1500 20 1 4 TOASTER OVEN 1 1 COMP 5 20 1 800 C 1500 20 1 6 MICROWAVE 1 1 COMP 7 20 1 800 A 500 20 1 8 FRIDGE 7 2 RECEPS 9 20 1 720 9 1000 20 1 10 COOLER #1 2 2 RECEPTS 11 20 _ 1 720 C 1000 20 1 12 COOLER #2 2 2 RECEPTS 13 20 1 800 A 1000 20 1 14 - !ENDING MACHINE 12 2 RECEPTS 15 20 1 540 B 1000 20 1 _ 16 VENDING MACHINE 20 2 RECEPTS 17 20 1 360 C 180 20 1 18 RECEP 1 2 RECEPTS 19 20 1 720 A 500 20 1 20 FRIDGE 1 2 RECEPTS 21 20 1 360 B 600 20 1 22 PRINTER /COMP 1 2 RECEPTS 23 20 1 360 C 1000 20 1 24 SHREDDER 1 2 RECEPTS - TELEPHONE 25 20 1 180 A 720 20 1 26 RECEP 1 1 LIGHTING - ELEVATOR 27 20 1 200 B 800 20 1 28 COMP 1 COMP CONTACTOR 29 20 1 100 C 1000 20 1 30 HEAT TAPE 20 1 CIRC. PUMP 31 20 1 200 A 200 20 1 32 EF -1 B 400 EXISTING EQUIPMENT 33 20 1 1600 B 180 20 1 34 FIRE ALARM PANEL 1 800 TRACER 35 20 1 200 C 180 20 1 36 SECURITY PANEL 31 20 AIR COMPRESSOR 37 20 1 860 A 720 20 1 38 RECEP 1 C HEAT TAPE 39 20 1 1000 B 400 20 1 40 COMP 1 1 EF -1 & EF1-02 41 20 1 400 C 200 20 1 42 IRRIGATION CONTROL PANEL 36 LOAD CALCULATIONS 180 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: ELECTRIC HEATING: TOTALS: - 125% - 2460 100% 2460 200 125% 250 1000 125% 1250 1660 100% 1660 5660 100% 5660 - 50% - 9720 100% 9720 4200 100% 4200 3500 100% 3500 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 600 PHASE A: 9,700 VA 81 A PHASE B: 10,700 VA 89 A PHASE C: 8,000 VA 67 A TOTAL CALCULATED LOAD: 28,700 VA TOTAL. CALCULATED AMPS: 80 A _ 28,400 28,700 NOTES: HARGIS ENGINEERS, INC. 1. NEW BRANCH CIRCUIT. UTILIZE EXISTING SPARE CIRCUIT BREAKER. 600 STEWART ST., SUITE 1000 2. REVISED LOAD. SEATTLE, WA 98101 3. 4. PH. (206) 448 -3376 5. FAX. (206) 448 -4450 PANEL SCHEDULE : 09/19/2012 PANEL 'D' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: TRANSFORMER 'TD' MOUNTING: FIELD VERIFY VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN CIRCUIT BREAKER NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE SHREDDER COMP 20 1 20 1 800 A 540 20 1 2 RECEP PRINTER 3 COMP 1 3 20 1 800 B 960 20 1 4 PORTABLE AC 5 20 RECEP 200 5 20 1 1080 C 600 20 1 6 THERMOGRAPHY /COMP 20 1 COMP A 7 20 1 400 A 720 20 1 8 RECEPS 1 800 BIO ENERGY 2496 9 20 1 400 B 540 20 1 10 MINI FRIDGES 540 C RECEP 20 11 20 1 360 C 540 20 1 12 RECEPS A 1500 COMP 1 13 20 1 800 A 540 20 1 14 RECEPS 1500 - RECEPS 16 15 20 1 540 B 1000 20 1 16 COPIER 20 1 COMP DIAGNOSTIC 17 20 1 800 C 720 20 1 18 RECEP 2 20 SHREDDER 1 19 20 1 1000 A 360 20 1 20 RECEP 22 - POWER POLE 1 21 20 1 720 8 800 20 1 22 COMP BC-01 1 POWER POLE REFRIGERATOR 23 20 1 720 C 800 20 1 24 COMP 1 RECEP 27 25 20 1 1080 A 500 20 1 26 PRINTER RECEPTS- COUNTERTOP COMP 20 27 20 1 800 B 400 20 1 28 MINI FRIDGE DISPOSER 31 CAMP 1 29 20 1 800 C 1000 20 1 30 SHREDDER 33 20 COMP 960 31 20 1 400 A 80 20 1 32 COMP 20 1 COMP C 33 20 1 800 B 800 20 1 34 COMP 1 900 RECEP 35 20 1 1080 C 360 20 1 36 RECEP 180 B COMP /SCLES 20 37 20 1 600 A EF -3 & EF -3 20 1 38 SPARE C 200 SPARE 1 39 20 1 LOAD CALCULATIONS • B LOAD DESCRIPTION 20 1 40 SPARE TOTAL CONNECTED LOAD AMPS SPARE TOTAL CALCULATED LOAD: 38,132 VA TOTAL CALCULATED AMPS: 106 A 41 20 1 C 20 1 _ 42 SPARE LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: - 125% - 2500 100°% 2500 - 125% - 1000 125% 1250 960 100% 960 9360 100% 9360 - 50% - 1940 100% 1940 9480 100% 9480 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 7,820 VA 65 A PHASE B: 8,560 VA 71 A PHASE C: 8,860 VA 74 A TOTAL CALCULATED LOAD: 25,490 VA TOTAL CALCULATED AMPS: 71 A 25,240 25,490 NOTES: 1 2 3. 4 5 HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'B (REVISED)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD (REVISED)' MOUNTING: SURFACE VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS_ POLE 1 SHREDDER 1 20 1 1000 A 800 20 1 2 COMP 1 1 PRINTER 3 20 1 400 B 800 20 1 4 COMP 1 1 NEOPOST 5 20 1 200 C 720 20 1 6 RECEP 1 1 COMP 7 20 1 800 A 2496 30 2 8 GAS GENERATOR 1 1 COMP 9 20 1 800 B 2496 20 - 10 - 1 1 RECEP 11 20 1 540 C 480 20 1 12 GAS GENERATOR 1 1 POWERPOLE 13 20 1 720 A 1500 20 1 14 LC-MS 1 1 POWERPOLE 15 20 1 720 B 1500 - - 16 - 1 1 POWERPOLE 17 20 1 720 C 400 20 1 18 DIAGNOSTIC 1 1 COMP 19 20 1 800 A 4200 50 2 20 RANGE 1 1 RECEP 21 20 1 540 B 4200 - - 22 - 1 1 RECEP 23 20 1 360 C 1560 20 2 24 BC-01 1 REFRIGERATOR 25 20 1 1000 A 1560 - - 26 - 1 RECEPTS - COUNTER TOP 27 20 1 180 B 400 20 1 28 EF2-01 1 RECEPTS- COUNTERTOP 29 20 1 360 C 400 20 1 30 EF -2 1 DISPOSER 31 20 1 1000 A 400 20 1 32 EF -3 1 NOTES: 1. NEW BRANCH CIRCUIT. UTLZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. 4. 5. DRINKING FOUNTAIN 33 20 1 960 B 400 20 1 34 EF-4 1 RECEPTS 35 20 1 1260 C 400 20 1 36 EF -5 1 RECEPTS 37 20 1 900 A 20 1 38 SPARE RECEPTS - TELEPHONE 39 20 1 180 B 20 1 40 SPARE EF -3 & EF -3 41 20 1 500 C 200 20 1 42 EF -4 LOAD CALCULATIONS • CONNECTED LOAD - SEC. 2 : 31,056 VA LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: - 125% - 9632 100% 9632 - 125% - 3120 125% 3900 4200 100% 4200 5040 100% 5040 - 50% - 11360 100% 11360 4000 100% 4000 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 17,176 VA 143 A PHASE B: 13,576 VA 113 A PHASE C: 8,100 VA 68 A TOTAL CALCULATED LOAD: 38,132 VA TOTAL CALCULATED AMPS: 106 A 37,352 38,132 NOTES: 1. NEW BRANCH CIRCUIT. UTILIZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. PROVIDE NEW CB TO REPLACE EXISTING CBS. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 09/19/2012 PANEL 'E (SEC 1)' PROJECT: TAHOMA MEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: TRANSFORMER 'TE' MOUNTING: FIELD VERIFY VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 1 OF 2 MAINS: 225A MLO + FEED -THRU LUGS NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 COMP 1 20 1 800 A 1500 20 1 2 FREEZER 1 1 PLATE MAKER 3 20 1 400 B 1500 20 1 4 FREEZER 1 1 SHREDDER 5 20 1 1000 C 1500 20 1 6 FREEZER 1 1 PRINTER 7 30 2 2496 A 1500 20 1 8 FREEZER 1 1 PLUGMOLD 9 - - 2496 B 1500 20 1 10 FREEZER 1 1 COMP /RECEP 11 20 1 600 C 1500 20 1 12 FREEZER 1 1 PLUGMOLD 13 20 1 360 A 1500 20 1 14 FREEZER 1 1 PLUGMOLD 15 20 1 360 B 1500 20 1 16 FREEZER 1 1 PLUGMOLD 17 20 1 720 C 1500 20 1 18 FREEZER 1 1 PLUGMOLD 19 20 1 720 A 1500 20 1 20 FREEZER 1 1 PLUGMOLD 21 20 1 720 B 1500 20 1 22 FREEZER 1 RECEP 23 20 1 540 C 1500 20 1 24 FREEZER COMP 25 20 1 800 A 1500 20 1 26 FREEZER COMP 27 20 1 800 B 1500 20 1 28 FREEZER RECEP 29 20 1 360 C 1500 20 1 30 FREEZER COMP 31 20 1 400 A 1500 20 1 32 FREEZER 15,610 15,790 NOTES: 1. NEW BRANCH CIRCUIT. UTLZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. 4. 5. FUME HOOD 33 20 1 400 B 20 1 34 SPARE SPARE 35 20 1 800 C 20 1 36 SPARE SPARE 37 20 1 A 20 1 38 SPARE SPARE 39 20 1 B 20 1 40 SPARE SPARE 41 20 1 C 20 1 42 SPARE LOAD CALCULATIONS CONNECTED LOAD - SEC. 2 : 31,056 VA LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: APPLIANCE: COMPUTER: TOTALS: - 125% - 37588 100% 37588 - 125% - 1600 125% 2000 - 100% - 1440 100% 1440 - 50% - 24000 100% 24000 4400 100% 4400 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 25,530 VA 213 A PHASE B: 21,884 VA 182 A PHASE C: 21,614 VA 180 A TOTAL CALCULATED LOAD: 69,428 VA TOTAL CALCULATED AMPS: 193 A 69,028 69,428 NOTES: 1. 2 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 08/23/2012 (E) PANEL 'C (REVISED)' PROJECT: TAHOMAMEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: (E) DIST. PANEL 'SD (REVISED)' MOUNTING: SURFACE VOLTAGE: 208Y /120V 30, 4 -WIRE SECTION: 1 OF 1 MAINS: 100A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE 1 COOLER 1 20 1 1000 A 720 20 1 2 PLUGMOLD 1 1 PLUGMOLD 3 20 1 720 B 1000 20 1 4 COOLER 1 1 PLUGMOLD 5 20 1 720 C 720 20 1 6 PLUGMOLD 1 1 PLUGMOLD 7 20 1 720 A 720 20 1 8 PLUGMOLD 1 1 PLUGMOLD 9 20 1 720 B 720 20 1 10 PLUGMOLD 1 1 PLUGMOLD 11 20 1 720 C 720 20 1 12 PLUGMOLD 1 1 PLUGMOLD 13 20 1 720 A 650 20 1 14 CENTRIFUGE/AGITATOR 1 1 PLUGMOLD 15 20 1 720 B 400 20 1 16 COMP 1 1 PLUGMOLD 17 20 1 720 C 360 20 1 18 DI H2O SYSTEM 1 1 PLUGMOLD 19 20 1 720 A 720 20 1 20 RECEP 1 1 AGITATOR 21 20 1 400 B 640 20 1 22 SF1 -01 & VAV 101-8 1 RECEPTS - ICS 23 20 1 180 C 1600 20 1 24 SPARE RECEPTS - ICS 25 20 1 180 A 1600 20 1 26 SPARE SPARE 27 20 1 600 B 180 20 1 28 SPARE SPARE _ 29 20 1 1000 C 180 20 1 30 SPARE LOAD CALCULATIONS 73 LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: - 125% - 12770 100 °% 12770 - 125% - 720 125% 900 640 100% 640 1080 100% 1080 - 50% - 400 100% 400 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS 1 PHASE A: 6,150 VA 51 A PHASE B: 5,320 VA 44 A PHASE C: 4,140 VA 35 A TOTAL CALCULATED LOAD: 15,790 VA TOTAL CALCULATED AMPS: 44 A 15,610 15,790 NOTES: 1. NEW BRANCH CIRCUIT. UTLZE EXISTING SPARE CIRCUIT BREAKER. 2. REVISED LOAD. 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PANEL SCHEDULE : 09/2812012 PANEL 'E (SEC 2)' PROJECT: TAHOMAMEDICAL CLINIC CLASSIFICATION: NORMAL FED FROM: PANEL 'E (SEC 1)' MOUNTING: FIELD VERIFY VOLTAGE: 208Y/120V 30, 4 -WIRE SECTION: 2 OF 2 MAINS: 225A MAIN LUGS ONLY NEUTRAL: 100% RATED NOTE ITEM DESCRIPTION CKT NO. BREAKER LOAD (VA) 0 LOAD (VA) BREAKER CKT NO. ITEM DESCRIPTION NOTE AMPS POLE AMPS POLE LIQUID NITROGEN 43 20 1 400 A 400 20 1 44 INCUBATOR FUME HOOD 45 20 1 400 B 450 20 1 46 BALANC /SCALE INCUBATOR 47 20 1 450 C 400 20 1 48 FUME HOOD HEATING MODULE 49 20 1 900 A 250 20 1 50 CENTRIFUGE FUME HOOD 51 20 1 400 B 250 20 1 52 CENTRIFUGE MULTI -BLOW HEATER 53 20 1 1200 C 1600 20 1 54 GC-MS TURBO VAP 55 20 1 1600 A 1600 20 1 56 GC-MS IMMUNASSAY 57 20 2 1664 B 1600 20 1 58 GC -MS 59 - - 1664 C 1600 20 1 60 GC-MS IMMUNASSAY 61 20 2 1664 A 1600 20 1 62 GC-MS - 63 - - 1664 B 1600 20 1 64 GC -MS FUME HOOD/ RECEP 65 20 1 400 C 1600 20 1 66 GC -MS COMP 67 20 1 400 A 1600 20 1 68 GC-MS CHEMISTRY 69 20 1 600 B 180 20 1 70 DI WATER SYSTEM COOLER 71 20 1 1000 C 180 20 1 72 DI WATER SYSTEM RECEP 73 20 1 540 A 20 1 74 SPARE COMP 75 20 1 400 B 20 1 76 SPARE COMP 77 20 1 800 C 20 1 78 SPARE SPARE 79 20 1 A 20 1 80 SPARE SPARE 81 20 1 B 20 1 82 SPARE SPARE 83 20 1 C 20 1 84 SPARE LOAD CALCULATIONS LOAD DESCRIPTION CONN. (VA) DEMAND FACTOR CALC. (VA) MISCELLANEOUS CONTINUOUS: EQUIPMENT & MISCELLANEOUS: LIGHTING: LARGEST MOTOR: MOTORS: RECEPTACLE: RECEPTACLES OVER 10kVA: COMPUTER: TOTALS: - 125% - 27316 100% 27316 - 125% - 1600 125% 2000 - 100% - 540 100% 540 - 50% - 1600 100% 1600 LOAD SUMMARY TOTAL CONNECTED LOAD AMPS PHASE A: 10,954 VA 91 A PHASE B: 9,208 VA 77 A PHASE C: 10,894 VA 91 A TOTAL CALCULATED LOAD: 31,456 VA TOTAL CALCULATED AMPS: 87 A 31,056 31,456 NOTES: 1. 2 3. 4. 5. HARGIS ENGINEERS, INC. 600 STEWART ST., SUITE 1000 SEATTLE, WA 98101 PH. (206) 448 -3376 FAX. (206) 448 -4450 PER�TE APPROVAL REQUIRED Ri..LA: -.l v t 1) ,ITS O F ryi :, rK1.11 ..A OCT 0 2 2012 ° ERMIT CENTER REV. RELEASE . DATE PERMIT SET 2012/10/01 PROJECT NO. 12127 HARGIS PROJECT NO. ry 12127 DRAWN BY CB CHECKED BY MH APPROVED BY MH SHEET TITLE ELECTRICAL PANEL SCHEDULES SHEET NUMBER E1O.03