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Permit D11-024 - SIGHTLINE HEALTH - TENANT IMPROVEMENT
SIGHTUNE HEALTH 200 ANDOVER PK E Dl 1 -024 City oliI'ukwila 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 Parcel No.: 0223100099 Address: 200 ANDOVER PK E TUKW Suite No: Project Name: SIGHTLINE HEALTH DEVELOPMENT PERMIT Permit Number: D11 -024 Issue Date: 04/19/2011 Permit Expires On: 10/16/2011 Owner: Name: ANDOVER PLAZA LLC Address: 1501 N 200TH ST , SHORELINE WA 98133 Contact Person: Name: TED BRANDVOLD Address: 616 14 ST , MODESTO CA 95354 Contractor: Name: WELLER CONSTRUCTION INC Address: PO BOX 1134 , COLUMBIA CA 95310 Contractor License No: WELLECI916CE Phone: 209 -571 -8158 Phone: Expiration Date: 02/18/2013 DESCRIPTION OF WORK: TENANT IMPROVEMENTS WITHIN EXISTING SPACE FOR CANCER TREATMENT MEDICAL OFFICE/FACILITY Value of Construction: 1,000,000.00 Fees Collected: $13,579.55 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: III -B Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -024 Printed: 04 -19 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature:` Date: 0 � % /// 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 to this pe on W formance of work. am authorized to sign and obtain this development permit and agree to the conditions attached constructi Sign. s:' /// Date: Print Name: `� 7)si/R.-r 1/ " — GC 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: 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. doc: IBC -7/10 D11 -024 Printed: 04 -19 -2011 7: A final report documenting required spe inspections and correction of any discrepan noted in the inspections shall be submitted to the Building Official. nal inspection report shall be prepared by pproved special inspection agency and shall be submitted to t e Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for 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) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers 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) 22: 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) 23: 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. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. 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) 25: 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) doc: IBC -7/10 D11-024 Printed: 04 -19 -2011 26: Dead bolts are not allowed on auxiliary doors unless the dead bolt is automatically ilcted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) 30: 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) 31: 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) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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 licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 37: 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 #2051. 38: 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 #2051) 39: 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 #2051) (IFC 104.2) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: 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. 43: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, doc: IBC -7/10 D11 -024 Printed: 04 -19 -2011 room or apartment number in a conspicuou ce near the main entry door. (IFC 505.1) • 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: ** *PLANNING DEPARTMENT CONDITIONS * ** 48: Glazing on windows and doors shall remain transparent; no window film shall be used to block the transparency of the storefront glazing. Use of window shades or blinds is permitted. 49: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 50: Applicant shall install an RPPA inside the building for in- premise isolation (medical clinic). doc: IBC -7/10 D11 -024 Printed: 04 -19 -2011 CITY OF TUKI Community Develo ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Peril/No. 3:)/ ! a9 Mechanical Permit No. IA `-O 1 fp Plumbing/Gas Permit No. 1K ( Q 2,2, Public Works Permit No. Project No. (For office use only) 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 Site Address: King Co Assessor's Tax No.: G 2 Suite Number: /� Z 4( Floor: New Tenant: Tenant Name: /-`7-2. // ✓A Property Owners Name: Mailing Address: Yes ❑.. No CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: _ / E -Mail Address:��y,a�ic�Irt,,2�,L� / �Pr- t) _ G•ai�/i Day Telephone: -z3- P City State Zip Fax Number: '7/ • b /[�Q GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: �TJ: iZ�3X /� l� /L !/i✓1 �+�,q GcsA. ' /Q City State Zip Day Telephone. - 6 ' • S'2 •1X� p Contact Person: E -Mail Address'srs��/ �Ja ,A pL • G.,,y"-9 Contractor Registration Number: 4G f, /Go G — Fax Number: •�"�- �2 • C?.J 1 Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: N/A Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: 120 Contact Person: E -Mail Address: H :Application \Pons- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City State Zip Day Telephone: Fax Number: it//4 Page 1 of 6 BUILDING PERMIT INFORMATI. 206- 431 -3670 Valuation of Project (contractor's bid price): $ / pe:e% . Oil? Existing Building Valuation: $ Scope of Work (please provide detailed information): 'N--f 7fs'd' / r z/Gef:;? am, t — •— Will there be new rack s, forage? ,!No Ifyes, a separate permit and plan submittal will Lbe required. Provide All Building Areas in Square Footage! Below 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 thattthe principal owner lives in one of the,dwellings as',his or her ,primary residence. Number of Parking ,Stalls Provided: ,Standard: Will there be,a,change in ,use? ❑......:Yes FIRE PROTECTION /HAZARDOUS'MATERIALS: Compact: Handicap: No If "yes" „explain: XSprinklers X Automatic Fire Alarm 1 None ❑....... Other (specify) Will there be storage or use,of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ', attach list of materials and storage locations on a,separate 84/2" x I1 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ;❑, On-site Septic System —'For on -site septic system, provide 2 copies,of a current septic design approved'iby King County Health Department. H:\Applications1Forms- Applications On :Line\2010 Applications \7 -2010 Permit Application.doc 'Revised: -7 -2010 - bh Page 2 of 6 Existing 1 Interior Remodel Addition to Existing Structure New Type of Construction per IBC 1 Type of Occupancy per IBC 1' Floor 2•, 1 1.SLv /m,p /// g _ 2id Floor '3ta.Floor - Floors thru , _ -- I Basement Accessory Structure* - Attached Garage I - Detached Garage — Attached Carport Detached Carport 1 - 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 thattthe principal owner lives in one of the,dwellings as',his or her ,primary residence. Number of Parking ,Stalls Provided: ,Standard: Will there be,a,change in ,use? ❑......:Yes FIRE PROTECTION /HAZARDOUS'MATERIALS: Compact: Handicap: No If "yes" „explain: XSprinklers X Automatic Fire Alarm 1 None ❑....... Other (specify) Will there be storage or use,of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ', attach list of materials and storage locations on a,separate 84/2" x I1 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ;❑, On-site Septic System —'For on -site septic system, provide 2 copies,of a current septic design approved'iby King County Health Department. H:\Applications1Forms- Applications On :Line\2010 Applications \7 -2010 Permit Application.doc 'Revised: -7 -2010 - bh Page 2 of 6 PUBLIC WORKS PERMIT INFOIIIVTION - 206 - 433 -0179 • Scope of Work (please provide detailed information): ./C-/O Ji/ %/V ��i42•/iG�� p%e. Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided ❑... Highline . ❑...Renton 0... Renton .❑... 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) 0... Geotechnical Report ❑ .. Bond 0... Insurance 0... Easement(s) 0... Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backfiow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone ❑... Storm Drainage 0... Abandon Septic Tank 0... Curb Cut 0... Pavement Cut 0... Looped Fire Line f) ❑ .. Permanent Water Meter Size.. ❑ .. Temporary Water Meter Size . ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public ❑ ❑ .. Water Main Extension Public ❑ 0... Grease Interceptor ❑.._ Channelization ❑...Trench Excavation ❑...Utility Undergrounding WO # WO# WO # ❑ .. Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Fonns- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 MECHANICAL PERMIT 'INFORM N — '206,431=3670 MECHANICAL CONTRACTOR' INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: 1E - -Mail Address: Contractor Registration Number: State Zip Valuation of Mechanical work (contractor's bid price): $ 043.G7 • Uj% ,Scope, of Work (please provide detailed informatio mil/ / Use: Residential: New,.... t Replacement_... Commercial: 'New... Replacement.. Fuel Type: Electric....g Gas.., Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected ; to Single. Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System ! Wood/Gas Stove I 30-50 'HP/1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+HP /1,7.50,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment , Air Handling U NSW <10,000 CFM incinerator — Comm/Ind 1 �✓ 1�0./p rC-� , H: Applications \Forms - Applications On'Line12010,Applications17 -2010 - ;Permit Applicationdoc Revised: 7- 20.10_ bh Page 4 of 6 PLUMBING AND GAS PIPING PERISINFORMATION — 206 - 431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: — - Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip Valuation of Plumbing work (contractor's bid price): $ 400/ cxa� Valuation of Gas Piping work (contractor's bid price): $ / Scope of Work (please provide detailed information): Building Use (per Int'1 Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain J / Drinking fountain or water cooler (per head) 2 Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory GQ Wash fountain Receptor, indirect waste 4 Sinks --7 Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\ApplicationsWomu- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — illicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 O�KIVVER OR AUTHORIZED AGEN Signature: Print Name. Mailing Address: /tea Date: / • 2, • ) a Day Telephone: • f `7/ �j /G-, City State Zip lDate Application Accepted: pv ` 1 Date Application Expires: �...._ t j Staff Initials: H:\ApplicationsWortm- Applications On Line12010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bit Page 6 of 6 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 Parcel No.: 0223100099 Address: Suite No: Applicant: SIGHTLINE HEALTH 200 ANDOVER PK E TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -024 ISSUED 02/01/2011 04/19/2011 Receipt No.: R11 -01267 Initials: LAW User ID: 1632 Payment Amount: $63.00 Payment Date: 06/21/2011 02:44 PM Balance: $0.00 Payee: WELLER CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 096072 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 06 -21 -2011 • 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 Parcel No.: 0223100099 Address: 200 ANDOVER PK E TUKW Suite No: Applicant: SIGHTLINE HEALTH RECEIPT Permit Number: D11 -024 Status: APPROVED Applied Date: 02/01/2011 Issue Date: Receipt No.: R11 -00755 Initials: User ID: LAW 1632 Payment Amount: $8,231.80 Payment Date: 04/19/2011 02:29 PM Balance: $0.00 Payee: WELLER CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 07154D ACCOUNT ITEM LIST: Description 8,231.80 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $8,231.80 8,227.30 4.50 doc: Receiot -06 Printed: 04 -19 -2011 CP of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukw ila. wa. us SET RECEIPT RECEIPT NO: R11 -00191 Initials: WER Payment Date: 02/01/2011 User ID: 1670 Total Payment: 6,118.39 Payee: WELLER CONSTRUCTION INC SET ID: 020111 SET NAME: SIGHTLINE SET TRANSACTIONS: Set Member Amount 'D11=024 5,347.75 EL11 -0077 395.85 M11 -016 261.91 PG11 -022 112.88 TOTAL: 5,347.75 TRANSACTION LIST: Type Method Description Amount Payment Check 709 6,118.39 TOTAL: 6,118.39 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 395.85 5,722.54 6,118.39 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: �G tt'C� N �^ Type f Inspecti n: %! A! /e 13,...) : 1 �'AJ Address: '7_61 0 Akip3vrci E . Date Called: .....—. Special Instructions: Date Wanted:. 1 c - ?_. i /Q . (( p.m. Requester: Phone No 9 5 `9 1?3 O Approved per applicable codes. El Corrections required prior to approval. COMMENTS: �k_ rre X l 44 A-0 f. D efM: i IL.*r T- e l „ t t Inspectr: 'Date*, -2 1 ri REINSPECTION FEE REQUIRED. Prior totnext inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. 4 it INSPECTION NO. INSPECTION RECORD Retain a copy with permit V11-004- PERMIT NO. a$- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: �/�►�y/��j Date Called: /l% 2a /! Special Instructions: Date Wanted:. a.m. p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0.0 J&If clo 1 1 -zaif 01119714 -/h j ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION NO. CITY OF TUKWILA BUILDING D 6300 Southcenter Blvd., #100, Tukwila. WA 9818 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit. PERMIT NO. • 2O6)4313670 Projes4 ‘ ",...1 1 4k REA , r 6 rt( i ,A.E. Iv, Type_of Inspection.: JAL_ go: 140 : A6, Address: •"2,AD 0 AA J. 604.)u CI 1_,, Date Called: . . Special Instructions: • • ---- Date Wanted: .., , 1/4, a.m. S---fp- p.m. (1 Requester: Phone No: '2■6q -3:52,- 10461 EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 17 N-'1-: Aj Aer o km el e-C-Li rA.,,,,i 4or st-Aa-.0A.ti . • tE1) 1\isetA &qf r e.--(1T06.1. 0\ irl e..‹.1t .' (AI • C.1.41 --60-7/ • . , ----- A al „ Date; . .1 REINSPECTION FEE REQUIRED. Prior to next inspOtiOkfiee must- be paid at 6300 Southcenter Blvd.. Suite 100. can to sWelllite rdinsPetildh. • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. 1Ditt -J24 CITY OF TUKWILA BUILDING DIVISION 1` • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro t • " f ik-A- f r '}` Type of Inspection: 4 N. -.rte e_f .,. 1,_, Cote ' 44 Ad: /1/4.10 thief- Date ailed: Special IInstruttions: - Date Wanted , a.m. Requester: Phone O q . 3S-2. - /647 Approved per applicable codes. COMMENTS: Corrections required prior to approval. K. Inspe gtor: 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 ras 6300.Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 o t; : ,, Pr• e6,44 + A/L._ Type of Inspection: r.-4-4,g C.. L. 60— `' f 'l� Address: Date Called: 00 k reds Special' Instructions: • • . Date Wanted: .- (J `-pm Requester: n Phone No: -., „.- 2__ 101? EJ.Approved per applicable codes. corrections required prior to approval. COMMENTS: ` ' ' . � 1.,� kNr-S 3 J ` r , i i c S Ad " TA k__ o-F- — , ( ' F°.) rOJ L 00 k reds r A-0-414 k 77 e 7 . 0 f mei% . i . f ' c 1 , n - -,\K _ Ike ,s c e.�.iJt° r.hc ei Tb'1 tnsdector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -4ter INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v2.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 011-6 21 Project:, S' 60 -1;AIL Type of Inspection; Sus - Cam-' : 1 �M t Address: 'o o fki060vii £ . Date Called: Special Instructions: Date Wanted. ." - 6 - H a rms p.m. Requester: -IL Corr 7: ' .`--ter .5 Mt) i Phone No: 790q- 3S2 -r0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A b. c -DJE_J J A C...p.:,.` 1 X m $N ...: J 5 7-- iro.of LEA -IL Corr 7: ' .`--ter .5 Mt) i ' i") Lam-- fir /` 4 L .O S . . n moI. (_,.JPJ Jt,.1 .1e-e `rp, /1,62, 1-2,A, / _-i -I G. Al" G ..pcA Aio Dfb e 1 Inspector: r REINSPECTION FEE REQUIRED. Prior to next inspection. fee mustbe. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • •..tt;. tayrr,.y.., t r• • • • - a.:.,. • :_...INSP'ECTION' RECORD�� • Retain a copy with permit INSPECTION NO. PERMIT NO. CITYaOF• TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t_ (`- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projects t , ! ` `( TypRof Ins ctigck e x„ _i } I /k4r Address: 7.00 AA.160 E ate Called: Special Instructions: Date Wanted; / ■r`a.m' 1 r P.m. Requester: Phone No :ei r 3 5 2 r J 141 Approved per applicable codes. COMMENTS: Corrections required prior to approval. ..•.: Inspector: � V t Date: • 2 �_ I I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must•be- ,Y.::t.:';' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; l•. • . • • INSPE ION NO. :.:IiVSPE'CTION'REC'O'R'D '.�.'': ;' €•.:� ;;;;'. _• . -`. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 1,...,0206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:, ` i TYpefrn+l4t �'1�%i G Address:0 AiNvi f E' Date Called: Special Instructions: Date Wanted "� . (0 ) -- (' p.m. Requester: Phone No- 20q- 352- -O ❑Approved per applicable codes. COMMENTS: aCorrections required prior to approval. • } .::. 1&.3 / t / i `s - em,.41„a ��,� •— A f Q ki M ref-el (Z .3r (�AL,:A Inspect 1,„ Date: i(•E. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be: c paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectidn.:.: �Y • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 _ (206) 431. :3670 Permit Inspection Request Line (206) 431 -2451 011 —024 e--41 Project' r-�- t c i 4k Type f`Inspection 1 / Address: 7,00 A- /A dVte Date Called: (f 1 3A,JPJS,k-?"'y^ - -e p,ci Special Instructions: Date Wante ` (.0 p.m. Requester: Pho a No• r. ......2,51 if DApproved per applicable codes. DCorrections required prior to approval. COMMENTS: ,DAP -N k A .. (3f• a JA) r> 14 (---oje...! C--0/-- /Zs) .1f— (NJ A A-• ; ' /04 r' nc 6{ a c. (f 1 3A,JPJS,k-?"'y^ - -e p,ci Insp ctor: Date: L 1eo - REINSPECTION FEE REQUIRED. Prior t 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 IC (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 51 Co v rLt +J E_ t-4 F A !.T 1-1 Type o nspection:‘ A- (M, i A l; Address: Uv A-mOavEr L., Date Called: Special Instructions: Date Wanted: �, a my, Requester: Phone No: —S...-1 —Z l4 EjApproved per applicable codes. DCorrections required prior to approval. r ! Datef — n REINSPECTION FEE REQUIRED. ° nor to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . ° _ 4r...4117 1.2".3 r " MX • • • a 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 bI(-024 Proles ) 4\3'1 tIAe Type otinspection) _ Address' 0 6 AIR 6 U E. . Date Called: ii-s-?r1 Special Instructions: et err r A---T ,)^ 16 4-7t-e_i f-_/- v) diA Date Wanted: s. ....._ 2.3. _ k ,.,..m P.m. .. Requester: PholZI:c ....7 s q-2,54 EiApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: rm-rti AA A,c•Of OLI A- 1 1 0 tC- Q /1. JkAc ii&b-es*(Z_ , _ -m,,, ss-e f 4 si-k---"it- C. 5-) i • ii-s-?r1 - (.4.1.— UJA-5 0 e-PL/T` r= --=-Ai et err r A---T ,)^ 16 4-7t-e_i f-_/- v) diA A-1)1 A pec:A • ( "r,5 AP c)--i) t-S Art. :LI :1\-01 egt.J rf-,11 ,5- pe.,62 4.1 --,!-Ajspk, 414 IA-r-i s4—( Ili-e)lk= LJA4,0 0 \ k A_,Crw- AL 1 - Vic' 6 ricc..s.7 . . A Date: 5-- _ • • . r-7 REINSPECTION FEE REQUIRED. PTior to next inspection. fee must be I 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 Project: , Y f" Type of Inspection: sP- cam. 7.".1 pG (/TAID'.S f Q(. d . - L r° Address: _7A J AA 6L.,../ ,c.�-- Date Called: Special Instructions: Date Wanted:.m. S - 7.-J--1 1 p.m. Requester: Phone No: Approved per applicable codes. EJCorrections required prior to approval. . COMMENTS: 1 Ar-� At A f / 6 �/w Y f" r' `fir 0,J., , t v ,i:rt, ivo. ,l: r !. .r `ev sP- cam. 7.".1 pG (/TAID'.S f Q(. d . - L r° n /tr ,k l &A ! ,“ `)',1,'N (� R -e-10 iiii C r /I S r?n e /-o /iCl I ://,/ o i,V 7 ns•ector: Date: 5'- 7.6 c( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. .-7 , -.11,."-ro: • 4'121. INSPECTION RECORD Retain a copy with permit yro. Ple• F.79 . . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proiect: afrri I /4--. gibq s ' ' Type In A spggion: A d/ts;::) o A-AiDovcis E . Date Called: .. Special Instructions: ...> A--1 C-b.-vC , 4e< ---.... Date Wanted: 4 /---a m ...... • -. -22-1) P.m. Requester: Phone No 1.1A ,S.S1 2514 Ft ...sem • ElCorrections required prior to approval. COMMENTS: e-A.J1-t4- AT f (-6 •J\YA( -Crue ej ,I),Ls- t..,i ! ( I 0 r . r .r;) A___. ) our. . r-- f e --.‘ A.F _2-0toeilr. i()...... . . .. ,......„ . t , Ins rector: Date,2 _I/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be I—I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,1 -1 ! 13 J -01,6 1' DI I - 1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: .5'51,4- I.) ►-1 e Type of Inspection: rii- F,'ufI,sPrzk Foie, 1 r ", ,i,1,Fiye r _ Address: )_00 ,44,,,10,r;. P1 Suite #: -a /���1 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -° FA-- F;hal oic -- 5 f; he. / <)k ok. Needs Shift Inspection: `f Sprinklers: Date: Fire Alarm: ' M 1 N „z, i Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: %? Inspector: 41/t1511 Date: 1 _ /1 Hrs.: a. $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 Forrrm.Doc 6/11/10 T.F.D. Form F.P. 113 -:- ":- vas -rc INSPECTION NUMBER :.,..:.ar ..mss. w.L=rY' I� a.-- �3°.rL.t.;.;� ::.r iRG -• -• *tea ...iG INSPECTION RECORD Retain a copy with permit S- /17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project:' "'TiA Ilv Type of Inspection; s-14)G=oU.@ / livDtee Address: ao Ayr Suite #: / Contact Person: - Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: - OK /Roe) i o a J J a °2- tea. • �k. .,---7?) QVe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector: t ca-- Date: L(„1,1/ 1 i Hrs.: cam.. $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: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 +0''' "• • 1 - , • - • - •d • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit //- 5 - /17 011 - 0.q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa.98188 _ 206 - 575 -4407 ..rr "r++w1w1.1.: Structural Calculations titVIEWED POR %ODE COMPLIANCE PP Y VE APR 18 2u i I For City of Tukwila BUILDING DIVISION Sightline Health Andover Park East Concrete Vault 200 Andover Park East, Tukawila, WA, X8188 1J 1 RECEIVED FEB 0 1 2011 PERMIT CENTER Project: Andover Park East Vault Date: 01.31.2011 Job No.: 10159 Code: 2009 IBC CALCULATION INDEX Vault Roof Design 1- 5 Seismic Loading 6 Wind Loading 7 Lateral Design 8 Collector Design 9 - 10 Vault Wall Design 11- 12 Soil Bearing / Slab Design 13 CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 DATE PROJECT NO. PROJECT NAME SHEET NO \ -r ... G = Z-0.P. r‘F- LI:, -- Z cp 4- a 1 Zrek 4 4, PL 1' — I ic›0 i, 1019-(.1—tr - 0 - cD1 re* k X - 1-W1 0° C7 ) I — I /-60. VI ; +pr\ 4 in.);•3-' - r 1 0 .ei (te3. (si.s - (5/25) 1 1 vS.F.-- ttO 0 le ex. ! .A.. ai-e,I'll ZIPCO" ti..,sc... (-000o ; e.. 1:4\s)cr eftte..1 1 f I ! ! i I t i I.L < CTV-7 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the °Printing & Title Block° selection. Title Block Line 6 Concrete Beam Title : Dsgnr: Project Desc.: Project Notes : Job # Z Printed: 29 JAN 2011, 11:32AM c #::'.KWAI600894'4 itts --47.;: _,YC. Description : Beam 1 Material Properties ENERCALC, INC. 1983 -2011, Ver. 6.2.00, N:26607 ' "1Lii;erisee.`,CHG'StructuraI l Calculations per ACI 318 -08, IBC 2009, CBC 2010, ASCE 7 -05 fc 112 = 4.0 ksi 6 Phi Values Flexure : 0.90 fr = f c * 7.50 = 474.34 psi Shear : 0.750 117 Density = 150.0 pcf R 1 = 0.850 Elastic Modulus = 3,605.0 ksi Load Combination 2006 IBC & ASCE 7 -05 Main Rebar = 60.0 ksi F Stirrups = 60.0 ksi E - Main Rebar = 29,000.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # # 3 Number of Resisting Legs Per Stirrup = 1.0 j ^'• ; • 4, w 1 l I` 1 121n D(0.536) Lr(0.02) S(0.02) + i + 2 12 "wx36'h Span= 32.750 ft Cross Section & Reinforcing Details Rectangular Section, Width = 12.0 in, Height = 36.0 in Span #1 Reinforcing.... 148 at 3.0 in from Bottom, from 0.0 to 32.750 Applied Loads Load for Span Number 1 Uniform Load : D = 0.5360, Lr = 0.020, S = 0.020 DESIGN S UMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Typic ft in this span k/ft, Tributary Width 148 at 3.0 in from Top, from 0.0 to 32.750 ft in this span Service loads entered. Load Factors will be applied for calculations. =1.Oft 0.850: 1 al Section 100.61 k -ft 118.32 k -ft +1.40D 16.375ft Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.006 in Ratio = 63904 0.000 in Ratio = 0 <360 0.089 in Ratio = 4437 0.000 in Ratio = 999 Vertical Reactions - Unfactored Support notation : Far left is #1 Load Combination Support 1 Support2 Overall MAXimum D Only Lr Only S Only Lr +S D+Lr D +S D+Lr +S Shear Stirrup Requirements 9.432 8.777 0.328 0.328 0.655 9.105 9.105 9.432 9.432 8.777 0.328 0.328 0.655 9.105 9.105 9.432 Entire Beam Span Length : Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at Maximum Forces & Stresses for Load Combinations 0.000 in Load Combination Location (ft) Bending Stress Results (k -ft ) Segment Length Span # in Span Mu : Max phi *Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 16.375 +1.40D Span # 1 1 16.375 +1.20D+0.50Lr +1.60L +1.60H 100.61 118.32 100.61 118.32 0.85 0.85 Title Block Line 1 You can changes this area using the °Settings° menu item and then using the Printing & Title Block° selection. Title Block Line 6 Concrete Beam Title : Dsgnr: Project Desc.: Project Notes : Job # 3 Printed: 29 JAN 2011, 11:32AM 'Li c:. #. KW 06008944'' :.0 . r Description : Load Combination Beam 1 Location (ft) Segment Length Span # in Span Mu : Max phi'Mnx Stress Ratio Bending Stress Results (k -ft ) ENERCALC, INC. 1983-2011, Ver. 6.2.00, N:26607 Licensee :,GHG "Stnicfufal Span # 1 1 16.375 87.57 118.32 0.74 +1.20D +1.60L+0.50S +1.60H Span # 1 1 16.375 87.57 118.32 0.74 +1.20D +1.60Lr+0.50L Span # 1 1 16.375 90.52 118.32 0.77 +1.20D +1.60Lr+0.80W Span # 1 1 16.375 90.52 118.32 0.77 +1.20D+0.50L +1.60S Span # 1 1 16.375 90.52 118.32 0.77 +1.20D +1.60S+0.80W Span # 1 1 16.375 90.52 118.32 0.77 +1.20D+0.50Lr+0.50L +1.60W Span # 1 1 16.375 87.57 118.32 0.74 +1.20D+0.50L+0.50S +1.60W Span # 1 1 16.375 87.57 118.32 0.74 +1.20D+0.50L+0.20S+E Span # 1 1 16.375 86.77 118.32 0.73 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. °-" Defl Location in Span Load Combination Max. '42' Defl Location in Span D4.r +S 1 0.0886 16.703 0.0000 0.000 Pt_ I Z. I-4D. Li P`44 1.1 ( rA 0. ( ts,o DATE SHEET NO. Lt PROJECT NO. PROJECT NAME - z_ , 'm 10 Li, 0 oco 2-- 6 S 4 01)4 5 -r- 1 II Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Concrete Beam Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 29 JAN 2011,11:38AM LiCr #;': KW= 06008944174 r,,c #3y.7• Description : Beam 2 Material Properties ENERCALC, INC. 1983-2011, Ver: 6.2.00, N:26607 "f 'r €Licensee HGf<StructuraV Calculations per ACI 318 -08, IBC 2009, CBC 2010, ASCE 7 -05 fc = 4.0 ksi tti Phi Values Flexure : 0.90 fr = fc1/2 * 7.50 = 474.34 psi Shear : 0.750 W Density = 150.0 pcf 13 1 = 0.850 Elastic Modulus = 3,605.0 ksi Load Combination 2006 IBC & ASCE 7 -05 fy - Main Rebar = 60.0 ksi Fy - Stirrups = 60.0 ksi E - Main Rebar = 29,000.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # # 3 Number of Resisting Legs Per Stirrup = 1.0 `,.' c �+ 12111 S D(0.911) Lr(0.02) S(0.02) • + i * * 12" w x 72"h Span =29.0 ft Cross Section & Reinforcing Details Rectangular Section, Width = 12.0 in, Height = 72 Span #1 Reinforcing.... 148 at 3.0 in from Bottom, from 0.0 to 29.0 ft Applied Loads Load for Span Number 1 Uniform Load : D = 0.9110, Lr = 0.020, S = 0.020 DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Typic Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs .O in in this span k/ft, Tributary Width = 1.0 ft 148 at 3.0 in from Top, from 0.0 to 29.0 ft in this span Service loads entered. Load Factors will be applied for calculations. 0.544: 1 al Section 134.08 k -ft 246.30 k -ft +1.40D 14.500ft Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Design OK 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.011 in Ratio = 30970 0.000 in Ratio = 999 Vertical Reactions - Unfactored Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum D Only Lr Only S Only Lr +S D+Lr D +S D+Lr +S Shear Stirrup Requirements 13.790 13.210 0.290 0.290 0.580 13.500 13.500 13.790 13.789 13.209 0.290 0.290 0.580 13.499 13.499 13.789 Entire Beam Span Length : Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirrups spaced at Maximum Forces & Stresses for Load Combinations 0.000 in Load Combination Segment Length Span # Location (ft) Bending Stress Results (k -ft ) in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 14.500 +1.40D Span # 1 1 14.500 +1.20D+0.50Lr +1.60L +1.60H 134.08 246.30 134.08 246.30 0.54 0.54 Project: Andover Park East Vault Date: 01.31.2011 Job No.: 10159 Code: 2009 IBC Seismic Load Worksheet Co Seismic Importance Factor, I (per ASCE 7, fig. 11.5 -1): I= 1.00 ( Occupancy Category - Type II Site Class (per IBC table 1613.5.2 or Soils Report): Site Class Designation = E (Soft Soil Profile) Mapped Spectral Acceleration, MCE (per ASCE 7, figs. 22 -1 to 22 -14 or USGS Seismic Values): Ss = 1.410 S1= 1.480 (See Attached Printout from USGS Website) (See Attached Printout from USGS Website) Spectral Response Coefficients: Fa = 0.90 F„ = 2.40 (per IBC table 1613.5.3(1) or USGS Printout) (per IBC table 1613.5.3(2) or USGS Printout) Maximum Considered Earthquake Response Accelerations: SMS = Fa*Ss = ( 0.9 ) *( 1.410 ) = 1.27 SM1= F„ *S1= ( 2.4 ) *( 1.480 ) = 3.55 Design Spectral Response Accelerations: (per CBC, eq. 16 -37) (per CBC, eq. 16 -38) S05 = (2 /3) *SMS = ( 2/3 ) *( 1.27 ) = 0.85 SD1= (2 /3) *SM1= ( 2/3 ) *( 3.55 ) = 2.37 Seismic Design Category (per IBC tables 1613.5.6(1 -2)) D (Based on Sps Values and Occupancy Type) D (Based on SD1 Values and Occupancy Type) Response Modification Coefficient (R), Overstrength Factor (0) (per ASCE 7 table 12.2 -1) R= 3.5 0 = 2.5 (Intermediate reinforced masonry shear walls) Seismic Response Coefficient, Cs (per CBC 12.8.1) Cs= SDS/(R /I) =( 0.85 *1/3.5)= Redundancy Factor, p (per ASCE 7 12.3.4.1) p= 1 Seismic Base Shear, V (per ASCE 7 eq. 12.8 -1) V = p *Cs *W = 0.242 * W 0.24 [Not < 0.01] CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 Project: Andover Park East Vault Date: 01.31.2011 Job No.: 10159 Code: 2009 IBC Wind Load Worksheet (IBC 2009 - METHOD 1) Basic Wind Speed, V33 (per IBC fig. 1609 or Local Jurisdiction) 85 MPH Importance Factor, I (per ASCE 7, table 6 -1) Occupany Category - Type II Surface Roughness Category (per IBC 1609.4.2) C Exposure Category (per IBC 1609.4.3) C Topographical Factor, KZ, (per ASCE 7, 6.5.7) 1.00 [NOTE:) Unless the structure is near a known ridge or escarpment, 1.0 will be used. In the case of a known ridge or escarpment, additional calculations will be completed to determine the exact K,, factor. 1.00 Simplified Horizontal Design Pressure, Ps30 (per ASCE 7, Figure 6 -2) 11.50 PSF Adjustment factor for height (15 ft) and exposure, X (per ASCE 7, Figure 6 -2) ... 1.21 PSF Design Wind Pressure (15 ft), Ps = A * K„* I * P :30 13.9 PSF Adjustment factor for height (20 ft)and exposure, X (per ASCE 7, Figure 6 -2) 1.29 PSF Design Wind Pressure (20 ft), P, = X * Kzt * 1 * 13,30 14.8 PSF S�1SlA1G CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 L O/`.i;;..+. +fJ1= o.I (12r`� ) Ilvl r Vey Cam' tn)2 -� DATE SHEET NO PROJECT NO PROJECT NAME YJl .- p r 7 S (1 (`' /72) _ = b.l1 C11-1- '"J4 ir' Is-4 ; o. t- (IZt 5) ZZ + 10 ( ✓%y) (Z2) /Z = Cr?>(2 l� ? d,3 = Loo (;)--/z1- - SZo' YLI r I o 5z-z yu 511(31-yy = IZ1 1.k - 13 (3iyz. 1271 �1 = co k'�5 / c 0 E, cpet a 3tay�'3 = Der r X1.5` 1 L32 /z� ` CfiL�c C�`Z- 1 u 1 cao:P k--)/ LaL� DATE SHEET NO 9 PROJECT NO PROJECT NAME Cou-� c�z ■-•7 x , ,/ = Icy' —� v t4 s 5 ( 4-% ) CALL - 7 -.L-- 0.2-->)- Q SA;) �- ? rCJ STF I.._ c l cJ 1/2-y ('Z' P-6. LrPS \2t z (sti =)� ,f = � s-''x' LP�LLE Graz c - Tr, – -- – —1 C? \• Tk r 46 b • j ().2)�cr S 2.� ct•= D.(--40"g') ( /ej) I2. ' (f•2) – 110.1 k V f.,, Lr P�3.vx `1 '3 al_gCo"-tZ(+iZ_ fr''' (34'Y-* = rJ0.1‘ vcr ?1%v r - A (2- o'tiS' DATE PROJECT NO PROJECT NAME SHEET NO \ (f) -r ? 1-15 c. -b(lc,va''') 0. c>1 (n,) 1.-2.( tz. = ) OJT c)F Ft_ttA:t-)r= c k 1_41 ?' LOA 7 I "1-1) Lf ? -- C Crz:Pc.. Ccs-41.3-6-1 1-,== d A 14 )= Y.- V I • Ct." LI Z. le- ).1\ = '12x I; (16 (r3 (r," L- Pt.- Ve‘ (p)( C-4" ,-)/ 6-•••r•B c•••"...j4*- A .2 E- A c61 L • cl" (or_ IL, FL-9- / C / 5-2. 2,• to" _.tcY-1-S EA -251%■ 12- 1Z !I'd) ig,e, DATE SHEET NO I I PROJECT NO PROJECT NAME ( ` ) D. ■ �`:.� r [ cR ( ' — z ) 3.5 t + n (3c.) 3z. > z . 7Z L 0.15 -rt (P(110(1?+ .5)+ z1.6( 'Z3tZ.5� + 12.6)1i t V = 0.2117- (iz GLI.Z-I''')• 30 toY Pc Tz = 3oCo' + 0.zy2 (o.15'n tt/ `31.13/ u. Ct1/4I, (z)1 4 oc0 (li Z ") (Z )1-z— - 12L11I, Z - I.0E-. Project: Andover Park East Vault Date: 01.31.2011 Job No.: 10159 Code: 2009 IBC Minimum Rebar Worksheet i2 (This Portion of the structure has been designed based on the 2008 ACI 318, UON) Minimum Vertical Reinforcement ratio, AjAconc (per ACI 14.3.2) = 0.0015 Minimum Horizontal Reinforcement ratio, AdAco„c (per ACI 14.3.3) = 0.0025 Vertical = #8 Rebar @ 12" O.C. Horizontal = #8 Rebar (See below for spacing) Proposed rebar size: Vertical Reinforcement: Wall Thick. (in) Vert. A, Required (per ft) # of Curtains Used Vert. A, Provided (per ft) Reinforcing Ratio (Aprovided/Aronc) 84 1.512 4 3.142 0.0031 42 0.756 2 1.571 0.0031 36 0.648 2 1.571 0.0036 0.00312 36 1.08 0.54 0.69 12 1.571 0.00364 Horizontal Reinforcement: Wall Thick. (in) Horiz. A, Required (per ft) Horiz. A, Req. Per Curtain (per ft) # of Bars Req. (per ft). (1) Horiz. Bar Spacing (in) Horiz. A, Provided (per ft) Reinforcing Ratio (Aprovided /Aconc) 84 2.52 0.63 0.80 12 3.142 0.00312 42 1.26 0.63 0.80 12 1.571 0.00312 36 1.08 0.54 0.69 12 1.571 0.00364 [Notes] (1) Maximum spacing per ACI 14.3.5 is 18 in. CHG STRUCTURAL, 920 13TH ST., MODESTO, CA 95354 'LDr V-ocrr v3 = 9 Z . q •: GpJ� vJk� JT' DATE SHEET NO I PROJECT NO PROJECT NAME C�+Ce(15)( --›+ 1-5.60s)('at3.cz.) !' V•(IC)i.] _ .1I Si' •2-,,Jcl k. v� 3co' = (-5z‘) � __......_.... VA O LT G-A � �1!r,� _ 7..e,I EMS M r- e, ' -sue o (■ 3 5 Z j zit' - z S.1-1 = Z o . ti 3 07.2) `-�o�oo 0.9(u.6)(In 5 - t 45) - C7' rit r-NQS \�NOs �.(a I -- Z-) 2-1Z/1'7_ 6(m.5 K1 Liz.) _ o. II / �� (6,b)(- 1.s -3,s`� \ t(► 32_1.` ` < 62) LI 4 t g" o. Gd (,Z) 3 co - o. -S oL- 0 LI0Iv TA r'�' Y 2'c, . 9c 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily EnvelopeSummar 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Sightline ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calm-dal-inn Date 2/4/2011 1298.0 • 3675.0 X 100 = 35.3% 20o Andover Park west 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as 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 38 . 0 For Building Department Use _ �J1 �`f4� Ai_ opt Walls - Metal Building Tukwila, Washington Walls - Steel Framed Opaque Doors - Non - Swinging Applicant Name: Ted Brandvold�� Floors - Mass Non -North Applicant Address: 616 loth Street, Modesto, CA 95354 Skylights Applicant Phone: (209) 571 -8158 10 . 0 �• Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group 0 Nonresidential °Multifamily Residential Climate Zone ® Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calm-dal-inn Total Fenestration Electronic version: these values are automatically taken from ENV -UA. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 1298.0 • 3675.0 X 100 = 35.3% Semi- Heated Path 0 yes Allowable if project meets all requirements as defined in section 1310.2. Only allowed as 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 30. 0 Roofs - Metal Building A LA Roofs - Single Rafter 0. 4 Roofs - Attic and All Others 38 . 0 Walls - Mass EN1E {C�� �3�� Walls - Metal Building Opaque Doors - Swinging Walls - Steel Framed Opaque Doors - Non - Swinging Walls - Wood Framed and Other 21 . 0 Floors - Mass Non -North Floors - Steel Joist North Floors - Wood Framed and Other Skylights Maximum F- factors Slabs-on -Grade - Unheated 10 . 0 Slabs-on -Grade - Heated Notes: Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame Cr, A LA Metal Frame 0. 4 Entrance Door FEB 0 9 2011 Skylights - Without CurbpER T C GG EN1E {C�� �3�� Skylights - With Curb 9" Opaque Doors - Swinging Opaque Doors - Non - Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North 0.400 North 0.400 Skylights 0.350 C EVIEWED FOR` DE COMPLIANCE City ofTu INCOMPLETE Tukwila LTR# BUILDING '02.( 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (bafck)Zo n= Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential /.SUM. Revised December 2010 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate Zone 1 Climate Zone 2 Occupancy Group Nonresidential ' Retiideiitial; Other than Single- Family Nonresidential Residential, Othet Single -Famih Opaque Elements In i u ati on 4Iio . RV$lu e . Roofs Insulation Entirely above Deck R -30 c.i. R -38 c.i. R -38 c.i. R -30 c.i. Metal Building R -25 + R -I 1 Ls R -25 + R -11 Ls R -25 + R -11 Ls R -25 + R -11 L Single -Rafter R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R-49 R -38 adv or R-49 R -38 adv or R-49 R -38 adv or R -, Walls, Above -grade Mass R -5.7 c.i, i R-11.4 c.i. I R -7.6 c.i. R -13.3 c.i. Metal Building R -13 + R -7.5 c.i. R -19 + R -8.5 c.i. R -13 + R -7.5 c.i. R -19 + R -16 c. Steel Framed R -13 + R- 7.5c.i. R -19 + R -8.5 c.i. R -I3 + R -7.5 c.i. R -19 + R -14 c. Wood Framed and Other R -21 R -13 + R- 6 c.i. R -I3 + R -7.5 c.i., or R -21 + R -2.5 c.i. R -21 + R -5 c.i Below Grade Wall Same as above grade Same as above grade Floors Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c.i. Steel Joist R -38 + R-4 c.i. R -38 + R-4 c.i. R -38 + R-4 c.i. R -38.0 + R-4 c. Wood Framed and Other R -30 R -30 R -30 R -30 Slab -On -Grade Floors Unheated R -10 for 24 in. (with thermal break) R -10 for 24 in. (with thermal break). R -10 for 24 in. (with thermal break) R -10 for 24 in. (% thermal break Heated R -10 c.i.(with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with the break) Opaque Doors Maximum U- Factor Swinging U -0.600 U -0.400 U -0.600 U -0.400 Non - Swinging U -0.600 U -0.400 U -0.600 U -0.400 Fenestration 0 -40% of Wall Assembly Maximum U- factor (NFRC Rated) Vertical Fenestration Nonmetal framing U -0.32 U -0.32 U -0.32 U -0.32 Metal framing U -0.40 U -0.40 U -0.4p0 U -0.40 Entrance doors U -0.60 U -0.60 U -0.60 U -0.60 Skylights Without curb (i.e. sloped U -0.50 U -0.50 U -0.50 U -0.50 With curb (i.e. individual unit U -0.60 U -0.60 U -0.60 U -0.60 Fenestration 0 -40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC -0.35 SHGC -0.35 SHGC -0.35 SHGC -0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote I: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu- in/h. f12- °F. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA :;Calculations: one": on= Residential ..,r, :::ENV =UAL 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Sightline Date 02/04/2011 Occupancy Group O Nonresidential O Multifamily residential Clear For Building Department Use Climate Zone 0 Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area 35.3% 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) 1 Roofs Y O R= ID: R= ID: R= ID: I I i 0.034 Above Deck Insulation U -0.034 v °_o 2 R= ID: R= ID: R= ID: 0.031 1 Metal Building U -0.031 t O R= ID: 4" Riged = R -20 + R -30 Batts in Attic R= ID: R= ID: 0.019 7504 142.6 0.027 7504 202.6 Single raft, attic, other U -0.027 I Opaque Walls - Above 1 Metal Frm R= ID: R= ID: R= ID: R= ID: 0.064 Steel frame/metal bldg U -0.064 I Wood /Oth R= ID: (E)R -19 Walls R= ID: R= ID: R= ID: 0.065 2377 154.5 0.057 I 2377 135.5 Wood Frame, other U -0.057 In 2 R= ID: R= ID: R= ID: R= ID: Proposed assembly U- factor from Tables 10-5 thru 10-5B 0.150 j Mass Wall U -0.150 IGBelow rade 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 Assumed to be Mass Wall U -0.150 a y g o O ° U= ID: U= ID: U= ID: 0.60 1 All Doors U -0.60 . . • w o `` R= ID: R= ID: R= ID: 0.029 I Floors U -0.029 F- factor x Perimeter = UA(U x A) F- factor x Perimeter = UA (U x A) m 4' N d t 5 R= ID: (E)Slab R= ID: R= ID: 0.540 245 132.3 0.540 245 132.3 , Slab -On -Grade U -0.540 :1 = R= ID: R= ID: Proposed assembly F- factors can use the unheated values in Table 10-2 0.360 Heated Slab -On -Grade U -0.360 'Zone 1 CMU walls meeting Table 13 -1 Footnote 1 can be entered with U -value of 0.15 rather than Table 10 -5b values. Plans must Page 1 rIPar$v ctatp fnntnntp rpm Iirpmpntc Subtotal Area UA 10126 429 Area I 10126 UA 470 I 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, . "continu Project Address Sightline Date 02/04/2011 Fenestration Area as % gross exterior wall area 35.3% Max. Target: 40. 0% For Building Department Use 11424 Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: Provide NFRC or Table 10-6 U- factor (See Section 1312.1) for fenestration assemby (combined from.. and nIaoinn nnrfnrmanrol See the ENV -CHK worksheet for example of how to complete the rows on this form. Building Component Provide assembly ID & page /plan # for each bldg. element Proposed UA U- factor x Area (A) = UA (U x A; Target UA U- factor x Area (A) = UA (U x A) I Vertical Fenestration Metal Frame U= ID: (E) Double Mtl. Clear U= ID: U= ID: U= ID: 0.40 1298 519.2 0.40 I 1298 519.2 Metal Frame U -0.40 ce 4 Non -Metal U= ID: U= ID: U= ID: U= ID: 0.32 Non -Metal Frame U -0.32 'Mtl entrap U= ID: U= ID: U= ID: U= ID: 0.60 Metal Entance Door U -0.60 u, o, co -e U z U= ID: u= ID: U= ID: U= ID: 0.50 Without Curb U -0.50 a 0 L U= ID: U= ID: U= ID: U= ID: 0.60 Including Curb U -0.60 Page 2 Subtotal Page 1 Subtotal To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA 1298 519 10126 429 11424 949 Area UA 1298 519 10126 470 11424 990 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily SHGC C II' a cu a ion- 2009 Washington State Energy Code Compliance Forrns for Nonresidential and Multrfamily Residential Project Address Sightline Date 02/09/2011 w `V V Fenestration Area as % gross exterior wall area 35.3$ prop 40% Max.Target For Building Department Use Prescriptive PF Credit 0 Yes 0 No Vertical North Facing Credit (1323.3 Exp. 2) 0 Yes 0 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 A Target SHGC SHGC x Area (A) = SHGC x A ID: ID: ID: ID: ID: Totals 428.0 171.2 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 171.2 Totals 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 A Mult' SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: (E) Double Mtl. Clear ID: ID: ID: ID: ID: ID: ID: ID: ID: 0.40 0.42 0.67 0.27 428 115 0.40 428 171.2 Criteria SHGC All 0.40 Prescriptive PF 0.45 + +Note: If projection factors or north vertical glazing credit are used Totals 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 428.0 114.7 Totals 428.0 171.2 Total 114.7 171.2 separates conditioned space from a non - conditioned or semi - conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration ++ u Proposed SHGC List ID & page #, NFRC or glass only SHGC+ PF PF Adjusted x Area (A) = SHGC x P Mull* SHGC Target SHGC SHGC x Area (A) = SHGC x A ID: (E) Doubbe Mtl. Clear ID: ID: ID: ID: ID: 0.40 0.42 0.84 0.34 870 292 0.40 870 I 348.0 Criteria Mixed North Orientation Separate All 0.40 0.45 Prescrpt P 0.45 0.50 North Total 870.0 292.3 870.0 1 348.0 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 I SHGC x A 1298.0 I 407.0 I Grand Total Area SHGC x A 1298.0 I 519.2 1298.0 I Excess Fenestration 17 Target Fenestration I 1.00 1.00 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Target • Area Adjustment.% Calculations 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 'Project Address Sightlinn r 'Date Revised December 2010 02/04/2011 If the total fenestration area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. SKY= Skylight. Refered to as overhead glazing in WSEC 1333 & 1334 and equations 13-1 & 13 -2. VF = vertical fenestration. Refered to as vertical glazing in WSEC 1333 & 1334 and equations 13-1 & 13 -2. !NW = net wall (excludes fenestration, BG, and doors.)' 'DBG = Doors and below grade wall. ::Total Fenestration = SKY + VF.DGross Exterior Wall Area= VF + NW + DBG Fenestration -> Opaque -> Gross Exterior Wall Area Proposed Areas Above Grade Wall ;j: 2980 2377.0 DBG: 3675.0 Total Fenestration I1298.0 I Total Fenestration X Net AG Wall Area I 2377.0 Max Fenestration % (Table 13 -1) 40.0% Maximum Target 1470.0 Maximum Target Fenestration Area OO = 1470.0 1 xcess Fenestration -172.0 Excess Fenestration Vertical Fenestration metal frame non -metal frame metal entrance Skylight without curb with curb AG Wall Steel Frame /metal Wood/Other frame Mass Sum of Proposed SHGC Calculation Skylights (all) Non -North Vertical Fenestration North Vertical Fenestration 0 lj lesser -172.0 1298.0 Target Net Wall Area 2377.0 Proposed Area 1298.0 Proposed Area Proposed Area 2377.0 3675.0 Proposed Area 428.0 870.0 X X X X X X X X X X X Total Fenestration I1298.0 I Net Wall 2377.0 Target VF Mult. 1.00 Target VF Mult. Target Net Wall Mult. 1.00 Excess Fenestration =I Target VF Multiplier -I Target Net Wall Mult. Sum of Target Target VF Mult. 1.00 1.00 Target Area 1298.0 Target Area Target Area 2377.0 36'75.0 Target Area 870.0 Apply to all Proposed Fenestration Areas to get Target Fenestration Area Apply to all Proposed Opaque AG Wall Areas to get Target Area Target areas in shaded boxes shall be used as target areas on ENV -UA. Sum of Proposed must equal Sum of Target. SHGC target areas in shaded boxes shall be entered as target areas on ENV -SHGC 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily m u,i • inq - errni . ". ans: ec is ':ENV =CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Sightline 'Date 2/4/2011 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned 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 Yea 1311.1 General Installation Indicate installation nethod, densities and clearances to achieve intended R -value of all Insulation materials A -2 .0 Yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic Insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A -2.0 N.A. 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 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 Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area ATTACHED Yes 1312.1 U -factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as nece aary)- A '. V Indicate if values are NFRC or default, if default then specify frame type, glazing layers, gapwidth, low-e coatings, gas filling 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) A -7.0 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation 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 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate required grade ground cover with required overlapping. 1314 Alr leakage 1314.1 Bldg. envei. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products Yea 1314.3 Assernb. as ducts Indicate sealing, caulking and gasketing „ SPEC 1314.4 Recessed Lighting Fixtun Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors 1314.6 Continuous Air Barrier Indicate alr barrier sealing on all roof, wall 8 floor details Indicate leakage testing method. Provkie testing results to building official. Max. leakage of 0.40 dm/ft2 at 0.3 inch w.g. PRESCRIPTIVE PERFORMANCE Sections 1320 -1323) Yes ENV -SUM Form Completed and attached. ArrACtrED N.A. 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception taken COMPONENT PERFORMANCE (Sections 1330 -1338) 1ENV -SUM, ENV -UA, 8 ENV -SHGC Forms Completed and attached. , provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily ENV -UA `INSTRUCTIONS ' &.:EXAMPLES;- ;:; 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Revised December 2010 FENESTRATION, SKYLIGHTS, & DOORS: Per Energy Code Section 1312.1, • U factors shall be "determined, certified, and labeled in accordance with RS -3l by a certified independent agency licensed by the National Fenestration Rating Council (NFRC)." If using this approach, provide manufacturer, model number and NFRC rating on the drawings. • "Unlabeled glazing and doors shall be assigned the default U-factor in Table I0-6.". If using this approach, provide all glazing characteristics on the drawings: list number of glazing layers, gap width, low-e coating, gas fill, frame material, thermal break details per footnote 2 to Table 10-6B. OPAQUE ASSEMBLIES: Per Energy Code Section 1332, • "The U factors for typical construction assemblies are included in Chapter 10. These values shall be used for all calculations." For example: see Table 10-SA for metal stud walls and metal building walls /roofs, see Table 10-7A to E for steel truss ceilings, etc. FURTHER INFORMATION: Refer to the Northwest Energy Efficiency Council website at: www.neec.org Below are examples of how the Component Information on ENV -UA- Building Component List ID & page #, code table # or calculation page # Proposed UA U- factor x Area (A) - -- - - ."1,...... .. - Typical Example Roofs nth., R= 38 ID: R1 /A1 .5, T. 10 -7 default 0. 031 532 R -38 blown -in attic insulation per default ti...t. R= 40 ID: R2 /A1 .5, T. 10 -7G default 0.025 9885 R-40 uniform thickness rigid insulation per default Walls Opaque R= 13 +7.5 ID: Wl /A1 .6, T.10-5A(1) default R= 5 ID: R2/A1.6, T. 10 -5B (2) default R= ID: R= ID: 0.064 7587 0.157 923 R -13 cavity + R -7.5 rigid ins. over metal studs per default R -5 rigid ins. at edge of intermediate concrete floors per def mR= 11 ID: W4 /A1 . 6, T.10-5 (1) default R= ID: 0.094 512 R-11 cavity ins. between wood studs on conc. wall per def. Doors U= 0.6 ID: Di /A1.3, T.10 -6 default U= 1.2 ID: D2 /A1.3, T.10 -6 default 0.60 120 1.20 40 Non-NFRC fire-rated exit door per default Non -NFRC warehouse door per default Floors and Slabs Floor R- 30 ID: Fl /A1 . 7, T. 10 -4A default R= ID: 0. 031 10417 R -30 continuous ins. under concrete floor slab per default Rink R=10 ID: F2 /A1 . 7, T.10-2 default 0.700 612 R -10 slab edge ins. for 2 feet without thermal break per del Fenestration and Skylights _ `2 ID: W1 /Al . 3, NFRC certified ID: W2 /A1. 3, T.10-6 default ID: W3 /A1.3, T.10-6 default ID: W3 /A1.3, T. 10 -6 default 0.36 12307 0.50 5240 0.65 282 0.78 282 Curtainwall rated, certified, and labeled per NFRC Non -NFRC curtainwall, 2 layer, 0.05emis, argon, TB, fused Non -NFRC curtainwall, 2 layer, 0.05emis fixed Non -NFRC curtainwall, 2 layer, 0.05emis operable Y N _i ID: S3 /A1 . 3, NFRC certified ID: S2 /A1 .3, T. 10 -6 default 0.50 453 0.78 118 Sloped glazing rated, certified, and labeled per NFRC Non -NFRC atrium sloped glazing, 2 layer, 0.05 emis., fixed 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary: 2009 Washington St&teZaera Code Compliance Forms for Nonresidential and Multifamily Residential Project Irfroo REVIEW CODECOMPLIANCE i. ,• 2 P + APR 18 r! U I I Address Sightiine Date 2/4/2011 760 Andover Park West For Building Dept. Use ' Tukwila, Washington 'Applicant Name: Ted Brandvold LEC® Py Applicant Address: 616 14th Street, Modesto, CA5,4 pro eY � Applicant Phone: (209) 571 -8158 system Project 1 The ro ect has 3 new Packa a as /electric roofto units, Project escri • • into f Tukwilc project (3) Package gas/electric rooftop (6) 1 Briefly describe :'•; i" i =rN6 QIUf�ting gas /electric rooftop, and (1) existing split system FC- 1 /CU -1. type and features: he project also hs (3) new exhaust fans. 1 Indudes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Simple System 0 Complex System Q Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exception° Heat Recovery Y/N (N) AC - 1 AC CARRIER 48TCL08A2A6 89900 ECONOMIZ 11.0 EER 'R ^ , N 5E) RTU. AC TRANE YCCO24F1LOBJ 23400 9.1 EER a1 1 0 1' N (E) TRU 7 MANE ANE YSC060A4RMA04SP 62000 ECONOMIZ 10.2 EER FEB 1.9 2011 N (N) AC- 2 AC CARRIER 48TCL07A2A6 71500 11 _0 EER PERMIT ' ` ,r N (E) RTU, 2 AC TRANE YCC3OF1LOBC 29200 ECONOMIZ 9.2 EER 'i ;' r ' rye,' N (E) RTU 1 AC TRANE YSCO6OA4RMAO4SP 62000 ECONOMIZ 10.2 EER N (E) RTU. 4 AC TRANE YCCO24F1LOBJ 23400 ECONOMIZ 9.1 EER 1 C 0 M PITETE 3 (E) RTU. AC TRANE YSC060A4RMA04SP 62000 ECONOMIZ 10 .2 EER L R# 1 N (N) AC- 3 AC CARRIER 48TCLO5A2A3 45100 ECONOMIZ 11.0 EER 1 /CU -1 (E) FCU AC MITSUBISHI PU18EK 18400 10.2 SEER ...-- 024 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Heat Recovery Y/N (N) AC - 1 AC CARRIER 48TCLO8A2A6 ECONOMIZ 125000 103000 82% T.E. N (5) ATU• 5 AC TRANE YCCO24F1LOBJ 40000 32000 80% AFUE N (5) RTU 7 AC TRANE YSC060A4RMA04SP ECONOMIZ 80000 64000 80% AFUE N (N) AC- 2 AC CARRIER 48TCLO7A2A6 59000 72000 82% T.E. N (E) RTU 2 AC TRANS YCC30F1LOBC ECONOMIZ 40000 32000 80% AFUE N (E) RTU 1 AC TRANE YSCO60A4RMAO4sP ECONOMIZ' 80000 64000 80% AFUE N (E) RTU 4 AC TRANE YCCO24F1LOBJ ECONOMIZ 40000 32000 80% AFUE N (E) RTU 3 AC TRANE YSC060A4RMAO4SP ECONOMIZ 80000 64000 80% AFUE N (N) AC - 3 AC CARER RI PU18EK ECONOMIZ 72000 59000 81% AFUE N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 CFM Sp' HP /BHP Flow Controls Location of Service 2009 Washington State Energy C EF -1 EXHAUST FAN LOREN COOK ACEB- 100C2B 635 0.38 0.17 CV UNI SEX 113, HENS 1z3, EF -2 F UST LOREN COOK ACED- 100C10DM 325 0.25 0.04 CV UNISEX 122, BREAK 121 EF -3 FAN UST LOREN COOK ACED - 120C13D 1100 0.25 0.25 CV ELECTRIC 105 If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. " COP, HSPF, Combustion Efficiency, or AFUE, as applicable. S Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 16T1' ma 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air rnolari7 ❑ Parkanpd sys? ❑ Coolina Cao < =15 Btuh/ftz? ❑< =84,000 Btuh? ❑ Economizer included? II < =135 nnn Rhih9 ❑ Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: <loan ❑ dm? III <30% outside air? ❑ Heating Cap. < =10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ap < =15 Heat/Cool Eq. with Cap < =10 fie, or Yes ft2? Yes Heating /Cooling or Cooling Only Heating Only Reference Section 1421 Yes Split System <= 84,000 Btuh? Yes Yes No - -N Simple System Allowed (section 1420) v • —No- Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical .Summa 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential CH-SUM Revised December Project Info Project Address 1 - Always fill out this line on MECH -SUM 1 Date 2/4/2011 2 - Fill out this line on MECHSUMI For Building Dept. Use 3 - Fill out this line on MECH-SUM1 Applicant Name: 4 - Fill out this line on MECHSUMI Applicant Address: 5 - Fill out this line on MECHSUMI Applicant Phone: 6 - Fill out this line on MECHSUMI Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If requi ed. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical ;Summa 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 System Description See Section 1421 for full description of Simple System qualifications. All Systems: 0 No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ < =84,000 Btuh? ❑ Economizer ❑ < =-135 f)f10 Rtiih? included? ❑ Heating Cap_ > 0 & < =10 Btuh /ft2 ? • Air rnnIart9 ❑ P rkanarf sys? ❑ Coolino Carp < =15 Btuh/ftz? If Heating Only: ❑ <1 nnn rfm'7 ❑ <30% outside air? Heating Cap. < =10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ap < =15 Heat/Cool Eq. with Cap < =10 Yes Heating /Cooling or Cooling Only Heating Only Reference ,Section 1421 Yes Yes Yes Simple System Allowed (section 1420) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energ Code Com•Iiance Forms for Nonresidential and Multifami Residential Mechanics! Cemple)c ystems CheeklistA ECH -COMP. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Sightline Date 2/4/2011 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field assem. sys. Provide calculations for total onsite energy input/output to equip. N.A. 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 N.A. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans N.A. 1432.2.1 Air system reset Indicate automatic temperature reset & operation sequence N.A. 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence N.A. 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems N.A. 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems N.A. 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. N.A. 1432.4 DDC data mgmt Indicate metering and trending capabilities. N.A. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems N.A. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. N.A. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized N.A. 1434 Separate air sys. Indicate special requirement zones and indicate systems N.A. 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling, or state excpetion and show supporting calculations N.A. 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations N.A. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency N.A. 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. N.A. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities N.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control N.A. 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi - conditioned makeup, or CERM talc _ _ _____ _ -_ Decision Flowchart Start Herd { Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for complete information on the requirements. Section 1411.1 Equipment Efficiency Shall Meet Tables 14 -1A through 14 -1G s/Oil Fuma input > 225,000 u h or Any U • eate Yes I 1411 .1 IID & Power Venti ng or Damper. If input> 225,000 Btuh then 1412.6 Modulating Controls Required Yes Section 1411.1 0.75% Maximum Jacket Loss Yes Section 1412.8 Ventilation Controls for High - Occupancy Areas Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required No Air System Serving Multiple Zones? Yes Section 1432.2.1 Supply Air Reset Controls Required (continued on back) 7 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical ° Compl,ex'Systems 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Hydronic System Yes Section 1432.3.2 through 1432.3.5 Device Isolation Required Yes--► Section 1432.3 1 Variable Flow Design Required dronic Syst Heated or Cooled 300,000 Btu Mechanical Cooling? Section 1433 Economizer Required C Present Total Cooling > 780kBtuh Section 1432.4 DDC Required With Trending and Demand Response Supply OSA > =5000 CFM Section 1436.1 50% Effective Heat Recovery Required Steam System Yeses No 4 Hour Ops, ter Cooled Condens tuh, & Servi OkB >1.50 Yes* ter Section 1436.3 Condenser Heat Recovery Required emo Refrigeration Condensers > 500kBt Section 1436.2 Condensate Recovery Required Yes* Section 1436.4 Refrigeration Condenser Heat Recovery Required ystem or Zone w/ Simultaneous tg. & Clg.? Yes► Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Section 1438 Variable Flow Devices Required No DONE Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes No ystem o ystems serving a room have 10,000 CF ppl No otor Ind. in Eqpmt. Covfd by Tbl 14- 1A -14- 1G? Section 1438.3 Controls Must —Ye - Reduce Airflow When System In Not Heating or Cooling Multi -speed Motor in Multi - eed system Yes-` Section 1432.2.2 Water Temperature Reset Required Section 1437 Motors Must Meet Efficiencies in Table 14-4 J Section 1439.2 One Required: a. Heat Recovery per 1439.2 b. 50% VAV Exhaust & Make -up c. 75% Direct Makeup w/ Tempering Only d. Combined Energy I • •y.• • - =•111 Yes 2009 Washington State Energy Code Compliance Forms for Nonresidential and M Economizer , , E 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Economizer Summary Check box(es) for exceptions being claimed. List the system /equipment that qualifies for each exception. See Section 1433 for full description of Economizer requirements. • Full Air fEx 1: IN Ex 5: Ex 9a: ❑ Ex 2: Ex 6: Ex 9b: ❑ 3: [] Ex 7: Ex 9c: �Ex4: LI .. []Ex 10: Decision Flowchart Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. ( START ) i Reference Section 1433 100% Air conomizer Yes Full Air Economizer - Complies 'fled Un m Table 14 -1A, :, / EER 15% ode Group R Occ. ception 8: Unit Cap <20,000 Btuh No Yes caption :: it Cap <54,000 B it not Exterior 'ace ception . it Cap < 33,000 Bt nit not Exterior o djacen :Idg. Cap. w/o economizer <72,000 Btuh or 5 %? Yes— Exception 2: Chilled Water Sys. ' er 25% over Idg Cap wo Econ - 80,000 Btu or 2 ptio er Cooled Re . aterside Economize ing chilled b Sys No No V ception 3 Syste Cap. <= 500 tons Yes- No J Exception 4: Cooling 75% Site HR or Solar Exception 5: Special OA lltration Need ception s. Dehumidification with supporting rgy anal Exception 7: Heat Pump Loop eting All Crite No ception 9: Dedicated Server or Eq Rm erved 14 -1A or 14 -1 B quipme c. 9a: EER & IPLV Ye Over ••e ception 1 0: RF System Meeting All Criteria c. RAE 127 is 14- 1A/14- IP c. 9•. Water Econo ER & IPL 5 %. 'ode ote C or belt cap >85,00 No J No Does Not Comply Qualifies for FulI Air Economizer Exception - Complies 2009 Washington State Energ Code Com • fiance Forms for Nonresidential and Multifamil Residential MEC'H M0T ElectriclMotor 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Sightline Date 2/4/2011 Complete the following for all design A & B squirrel -cage. T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min. Nom. Full load Efficiency Pllninvni Roitinal Failk ;L'oacdttfteienclies,(%)'Aso f 42E49jW0 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14-1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a Tess- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. I Open riotais 1 Eneiosed PJbtors Synchronous Speed (RPM) 3,600 1,800 1,200 I 1600 1,800 1200 Motor H P 1.0 77.4 85.5 82.5 77.0 85.5 82.5 1.5 84.4 86.5 86.5 84.0 86.5 87.5 2.0 85.5 86.5 87.5 85.5 86.5 88.5 3.0 85.5 89.5 88.5 86.5 89.5 89.5 5.0 86.5 89.5 89.5 88.5 89.5 89.5 7.5 88.5 91.0 90.2 89.5 91.7 91.0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 93.0 91.7 91.0 92.4 91.7 20.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.6 93.0 91.7 93.6 93.0 30.0 91.7 94.1 93.6 91.7 93.6 93.0 40.0 92.4 94.1 94.1 92.4 94.1 94.1 50.0 93.0 94.5 94.1 93.0 94.5 94.1 60.0 93.6 95.0 94.5 93.6 95.0 94.5 75.0 93.6 95.0 94.5 93.6 95.4 95.4 100.0 93.6 95.4 95.0 94.1 95.4 95.0 125.0 94.1 95.4 95.0 95.0 95.4 95.0 150.0 94.1 95.8 95.4 95.0 95.8 95.8 200.0 95.0 95.8 95.4 95.4 96.2 95.8 250.0 95.0 95.8 95.4 95.8 96.2 95.8 300.0 95.4 95.8 95.4 95.8 96.2 95.8 350.0 95.4 95.8 95.4 95.8 96.2 95.8 400.0 95.5 95.8 95.8 95.8 96.2 95.8 450.0 95.5 96.2 96.2 95.8 96.2 95.8 500.0 95.6 96.2 96.2 95.8 96.2 95.8 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential ec anica 'ermit'Pla'ns Checklist �- :'MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address sightline Date 2/4/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency • 0 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yea 1412.1 Temperature zones Indicate locations on plans M2.0, Yes 1412.2 Deadband control Indicate 5 degree deadband minimum me. 0 N • A . 1412.3 Humidity control Indicate humidistat ^ ^^ Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M8.0 Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage M8.0 N.A. 1412.4,2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M2.0, M2 N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412 9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers Yes 1412.1 Single zone systems Indicate multiple cooling stage control capability. M9.0 Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M9.0 N.A. 1413.1 VVtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N. A• 1413.2 VVtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. Yes 1413.3 Integrated operation Indicate capability for partial cooling M9.0 N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing. and testing requirements M9.0 Yes 1414.1.2 Low press. dud test Indicate applicable low pressure duct systems shall be leak tested .. M90 N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans -- Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M9.0 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements M9.0 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M2.0, Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training M2.0, N.A. 1416.3.5 Comm. Report Indicate requirements for final commissioning report . � Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. M2.0, Yea Mechanical Summary Form efficiency, Completed and attached. Equipment schedule with types, input/output, cfm, hp, economizer SEE ATTACHE 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential ec anica '°ermit ', ans'Checklist 2009 Washington State Energy Code Compliance Forms • Continued z.h> '> MECH -CHK for Nonresidential and Multifamily Residential Revised December 2010 Project Address SiQhtline !Date 2/4/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank Yes 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace P8.0 Yes 1443 Pipe Insulation Indicate R -value of insulation on piping P8.0 N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If no is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address 200 ANDOVER PARK EAST Date 1/31/2011 TucxvrzLA, WA For Building Department Use Applicant Name: sIGHTLINE Applicant Address: 20o ANDOVER PARK EAST Applicant Phone: r' Tc COP 1 Peet D 1 I ‘w 02'-, I REVIEWED FOR CODE COMPLIANCE APR 18 2u i l ity of Tukwila BUILDING flivicrnw, RECEIVED FEB 012011 PIERMITCENTER 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 200 ANDOVER PARK EAST Date 1/31/2011 TUCKWILA, WA For Building Department Use HALLS, EXAMS Applicant Name: SIGHTLINE Applicant Address: 20o ANDOVER PARK EAST Applicant Phone: 7728 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition 4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive Q 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 Interior Area in ft2 Allowed x Area HALLS, EXAMS MEDICAL OFFICE 1.00 7728 7728 OFFICES TROFFER - 2 LAMP (A2) 6 62 372 CHAGING,HALLS 2x2 TROFFERS 32 55 1760 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 7728 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed HALLS, EXAMS TROFFER - 3 LAMP (A1,AX) 57 62 3534 OFFICES TROFFER - 2 LAMP (A2) 6 62 372 CHAGING,HALLS 2x2 TROFFERS 32 55 1760 RESTROOMS WALL SCONCES 12 17 204 RESTROOMS DOWN LIGHTS 50 34 1700 CONF. ROOM LINEAR FLUORECSENT (P2) 1 114 114 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7684 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. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summar `� back 9 9 {Y, � back) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ®Q Other Q ualification Checklist Note • If occupancy type is "Other and fixture ,answer is checked, the,number of fixtures',in the space is not limited by Code. Clearly ndicate these spaces on ,plans. Ifmot qualified, do LPA'Calculations, Lighting (Section 1521) 0.85 Check if 95% o ■Fixtures; or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a)'1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T- 1 „'T -2, T- 4,'T -5, T -8, ,or CFL lamps, and d) hard -wired electronic ,dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide 'with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit'Liahtinq Power Allowance (LPA Use' LPA` (W /ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office _buildings, office /administrative areas in facilities of otherwise types (including but not limited to schools, , hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1:10 I Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments°„ restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 ,Retail70, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1,.33 Exercise center 10.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces '0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing lhomes, and other Group l -1 and ' 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel I 1:00 I Warehouses 0.50 Laboratory spaces (all spaces not classified 1 "laboratory" shall meet office and other appropriate categories) 1:62 I Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted forCommon Areas Only' Manufacturing facility 1,.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 1.5 -1 1) In cases in 'which a general use and a specific use are listed,,thespecific use shall apply. In cases in which a use is not mentioned specifically,I,the UnitlPower,Allowance shall be determinedlbylthe building official. This ,determination shall be ,based upon the most comparable use specified in the table. See Section 1512 forexempt areas. 2) The watts per,square foot may be increased, by 2% per foot of ceiling height above,20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room maytbe increased by '2% per foot of ceiling beight'above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by'2 %,per foot oflceilinglheight above '9 feet. 6) Reserved. 7) For conference rooms and offices less,than 150ft2'with full lheight partitions, a Unit[Lighting Power,Allowance of'1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament,courts with'adjacentspectator seating over 5,000, the Unit Lighting Power Allowance'for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls orat least three - quarter- height partitions (transparent oropaque) and lighting for free - standing display where. the lighting moves 'with thecdisplay,are exempt. An additional lighting power r, allowance is, allowed for; merchandise Idisplay luminaires installed in retail sales areas that are specifically designed and directed to 'highlight merchandise. The following additional wattages apply: i. 0:6 watts,per square foot of sales floor area Inot',listed in items ii and iii below; 11. 1.4 watts persquare foot cif furniture, clothing, cosmetics,orartwork, floor area or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items 1, ii, or iii above, and the,adjoining circulation paths shall be'identified and specified on building plans. Calculate the additional, power allowance ;by multiplying the above LP,Ds by the sales ,floor area for each department excluding major circulation paths. The, total additional lighting power allowance is the sum of allowances for sales categories 1, ii, or'iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is,allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track ordirectly on,or recessed linto the ceiling itself (not'on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only'is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if, the lighting is actuallyinstalled and automatically controlled, separately from the general lighting, to be turned off duringinonbusinesslhours. This, additionallpower'shall be used only for the specified luminaires and shall not be used for any other purpose. This additional (lighting power :is'allowed; only if ,the lighting is actually installed. 11) Provided thata floor plan, iindicating rack llocation;and height, its submitted, the square footage for a warehouse may be defined, for computing the interior lUnitLighting PowerAllowance,,as thefloor,area not, covered by racks pius the vertical'face,area (access side only) 1M.. iA..... ....... ....1 ,....,......1 h„ r nl.n 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Proj Addres: 200 ANDOVER PARK EAST Date 1/31/2011 TUCKWILA, WA For Building Department Use Area (ft2), perimeter (If) or # of items Name: SIGHTLINE Appl. Name 200 ANDOVER PARK EAST Appl. Phone Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) Q 7nna 1 7nna 9 0 7nna Z 0 7nna d Compliance Option Q Lighting Power Allowance Q Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Controlled by motion sensor ■ Efficacy > 60 lumens/W ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. • No changes are being made to the lighting ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Total Proposed Tradable Watts: Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /ft2 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W /ft2 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0,04 W /ft2 0.05 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W /linear foot of door width 30 W /linear foot of door width Other doors 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /ft2 1.0 W /ft2 Outdoor Sales Open areas3 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces4 Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface' 0.2 W /ft2 for each illuminated wall or surface' Automated teller machines and night depositories 270 W per location8 270 W per location8 270 W per location8 270 W per location8 Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised Novernber 2010 Project Address 200 ANDOVER PARK EAST Date 1/31/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 " Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 " From Table 15 -1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting; Motor,. and Transformer Permit Plans Checklist LTG CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address 200 ANDOVER PARK EAST IDate 11 1/31/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans T 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Hotel /motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1 1514 'Max. watts [Indicate watts for each exit sign I ' LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) [ 1511 lElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency ' TRANSFORMERS (Section 1540) [ 1540 [Transformers [Indicate size and efficiency [ [ If "no" is circled for any question, provide explanation: °- 1111LE Copy PanUli 1 �1v �•Mw�• w,r 'a O O O O O O O O O O O Geotechnical & Earthquake Engineering Consultants January 17, 2011 File No. 10 -161 Mr. Jim Weller Weller Construction, Inc. P. O. Box 1134 Columbia, CA 95310 Subject: Geotechnical Engineering Study Proposed Radiation Vault BUILDING DIVI,4D1 200 Andover Park East, Tukwila, Washington f • C REVIEWED FOR DE COMPLIANCE • A - *ROVE APR 18 2011 City of Tukwila Dear Mr. Weller, As requested, PanGEO Inc. completed a geotechnical engineering study to assist you and the design team with the design and construction of a proposed radiation vault at the above site. This study was performed in accordance with our mutually agreed scope of work as outlined in our proposal dated December 8, 2010, which was subsequently authorized by you on December 16, 2010. Our service scope included collecting and reviewing available geologic and geotechnical data, reviewing preliminary design drawings, performing engineering analysis, and developing the conclusions and recommendations presented in this report. PROJECT AND SITE DESCRIPTION The project site is located at 200 Andover Park East, at the southeast corner of the intersection of Andover Park East and Baker Boulevard, in the City of Tukwila, Washington (see Figure 1, Vicinity Map). The subject site currently contains a one -story office /retail building with asphalt parking lots on all four sides (see Figure 2). The site grade is practically level. We understand that the proposed project will consist of tenant improvements (TI) for the northern portion of the building. The proposed TI will include construction of a radiation vault inside the existing building, along the existing east building wall (see Figure 2). Based on the preliminary design drawings and the similar radiation vault projects constructed in the past, the proposed radiation vault will be a concrete structure approximately 30 feet by 40 feet in plan dimension, supported on a 3 -foot thick mat foundation (see Plate 1 on next page). We also anticipate that the vault structure will be constructed near the existing grade. As such, site RECEIVED CORRECTION MAR 23 2011 LTR #_1__ PERMIT CENTER 3213 Eastlake Avenue E, Ste B Seattle, WA 98102 Tel (206) 262 -0370 Fax (206) 262 -0374 Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 grading for the proposed radiation vault project will involve excavations on the order of 3 to 4 feet for the vault foundation construction. Plate 1. Plan view of tenant improvements areas and the proposed radiation vault. The conclusions and recommendations outlined in this report are based on our understanding of the proposed development, which is in turn based on the project information provided. If the above project description is substantially different from your proposed improvements or if the project scope changes, PanGEO should be consulted to review the recommendations contained in this study and make modifications, if needed. SITE GEOLOGY AND SUBSURFACE CONDITIONS SITE GEOLOGY According to Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington (Booth, D.B., Waldron, H.H. and Troost, K.G. 2004), the project site is underlain by fills overlying recent alluvium. Booth et al. described recent alluvium deposits as generally consisting of interbedded, loose to very loose sand to silty sand, and soft to medium stiff silt and clay with occasional thin peat seams and some organics. 10 -161 200 Andover Park E Vault Rpt R1 Page 2 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 SUBSURFACE CONDITIONS The subsurface conditions at the site are inferred from a review of available geologic data and soil conditions at the subject and in the project vicinity. The existing data is considered adequate, and therefore, a site - specific exploration was not performed for the proposed vault project. Specifically, summary boring logs from the following studies were reviewed. 1. Revised Report, Geotechnical Engineering Services, Proposed Retail /Office Building, Tukwila, Washington, GeoEngineers, Inc., 1995 (Subject Site), and 2. Geotechnical Investigation Report, Circuit City Store Tukwila (Mcconkey's), 223 Andover Park East, Tukwila, Washington, Kleinfelder, Inc., 1994. The approximate locations of the borings at these two sites are shown on Figure 2. The boring locations and summary boring logs are also included in Appendix A for reference. In summary, these previous explorations encountered approximately 8 to 10 feet of stiff to hard silt and medium dense to dense silty sand (fill), which in turn was underlain by alluvium consisting of soft to medium stiff silt to about 13 to 20 feet below the surface over loose to medium dense sand to the maximum depth of exploration at about 49 feet. The subsurface conditions encountered in these previous explorations are generally consistent with the mapped geology. Groundwater: Groundwater was encountered at about 13 to 20 feet in the previous borings below the existing grade during drilling. It should be noted that groundwater depths are likely to vary depending on the tidal fluctuation, seasonal precipitation, local subsurface conditions, and other factors. Groundwater levels and seepage rates are normally highest during the winter and early spring. CONCLUSIONS AND RECOMMENDATIONS SEISMIC DESIGN PARAMETERS Seismic design of the structures can be accomplished using the 2009 International Building Code (IBC), which specifies a design earthquake having a 2% probability of occurrence in 50 years (return interval of 2,475 years). The following parameters, which are consistent with the 2002 USGS seismic hazard maps, are recommended for the seismic evaluation of the building, if needed: 10 -161 200 Andover Park E Vault Rpt R1 Page 3 PanGEO, Inc. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 Table 1. 2009 IBC Seismic Design Parameters Site Spectral Acceleration Spectral Acceleration Site Coefficients Design Spectral Response Control Periods D e PGA Design sign .5) Class at 0.2 sec. (g) at 1.0 sec. (g) Parameters (sec.) Ss SI Fa F,, SDS SDI To Ts E 1.41 0.48 0.9 2.4 0.84 0.77 0.18 0.92 0.34 LIQUEFACTION ASSESSMENT Liquefaction occurs when loose, saturated and relatively cohesionless soil deposits temporarily lose strength as a result of earthquake shaking. Primary factors controlling the development of liquefaction include intensity and duration of strong ground motion, characteristics of subsurface soils, in -situ stress conditions and the depth to groundwater. For the levels of ground shaking consistent with the 2009 IBC design earthquake, which has a return period of about 2,475 years, it is our opinion that the potential for soil liquefaction at the site is relatively high. However, the potential liquefaction hazard will be generally limited to loose to medium dense sand layers from groundwater table (18 feet) to about 50 feet. The fine - grained silt/clay layers and dense sand encountered in the previous borings and CPTs are considered to have a low liquefaction potential. Although theoretical computations may suggest that liquefaction could extend below a depth of 50 feet, as a practical matter, effects of soil liquefaction occurring deeper than about 50 feet are not likely to be manifest at the ground surface. The primary impact of soil liquefaction for this project is ground settlement. The estimated settlement due to soil liquefaction for IBC -code event is estimated to be on the order of 2 to 3 inches using a method developed by Tokimatsu & Seed (1987). Differential post - liquefaction settlement for a rigid mat foundation is estimated to be on the order of 'A -inch. Based on a study by Naesgaard el al. (1998) for relatively light structures founded on soil crest over liquefied ground, our analysis indicates that the site soil has an adequate post - liquefaction factor of safety against footing bearing failure. Tilt -up buildings in the Southcenter area performed well during the 2001 Nisqually earthquake with no reported damages. Based on above discussions, it is our opinion that the proposed vault may be founded on shallow foundations, such as a rigid mat foundation. The performance of the mat foundation will be greatly improved by placing at least 12 inches of granular structural fill below the base of the mat slab. However, if liquefaction does occur at the site, it would likely result in differential 10 -161 200 Andover Park E Vault Rpt RI Page 4 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 settlement of the foundations that could result in some minor architectural and structural damages. The typical architectural and structural damages resulting from foundation differential settlement may include cracking of interior or exterior walls, cracking of the roof connections, settlement of sidewalks or slabs on grade, and may require re- leveling of doors, windows or columns. However, in our opinion, the potential structural damage would not pose life safety issue for the occupants and would not significantly impede entrance or egress from the structure following an earthquake. If a higher level of performance is desired, use of deep foundations and ground improvements will be required. PanGEO can provide additional input if needed. VAULT FOUNDATIONS Based on the subsurface conditions encountered at the site, it is our opinion that a mat foundation as currently envisaged is appropriate. A mat foundation will distribute the loads more evenly from the structure over a wide area. To provide a uniform support and to improve the performance of the vault structure, we recommend removing one foot of soil below the mat slab and replace it with structural backfill consisting of Crushing Surfacing Base Course (WSDOT 9- 03.9(3)) or equivalent. With the subgrade improvement discussed above, we recommend that an allowable soil bearing pressure of 3,000 psf be used for the design of the vault foundation bearing on the compacted structural fill. For allowable stress design, the recommended bearing pressure may be increased by one -third for transient loading, such as wind or seismic forces. A modulus of subgrade reaction of 120 pci may be used for the mat slab design. Foundation Performance — Total and differential settlements are anticipated to be within tolerable limits for foundation elements designed and constructed as discussed above. Provided the foundation subgrade is prepared as described above, mat foundation settlement is estimated to be approximately Y2 inch or less with differential settlement on the order of %4 inch under the static loading condition. The total settlement for mat foundation due to seismic shaking may be on the may be on the order of 2 inches with differential settlement on the order of about Y2 inch during an IBC code -level design earthquake. If a higher level of foundation performance is desired, either a deep foundation system consisting of piles or ground improvements will be needed. Piles will need to extend below the potential liquefaction zone to about 70 feet deep. PanGEO can provide additional recommendations upon request. Lateral Resistance — Lateral forces from unbalanced earth pressures, wind, or seismic loading may be resisted by a combination of passive earth pressures acting against the embedded portions of the foundations and walls, and by friction acting on the base of the foundations. Passive resistance values may be determined using an equivalent fluid weight of 350 pounds per cubic foot (pcf). This value includes a factor safety of at least 1.5 assuming that properly compacted structural fill will be placed adjacent to the sides of the foundation. A friction 10 -161 200 Andover Park E Vault Rpt RI Page 5 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 coefficient of 0.45 may be used to determine the frictional resistance at the base of the mat. This coefficient includes a factor safety of approximate 1.5. Potential Impacts to Existing Foundations — As previously indicated, we recommend 12 inches of over - excavation of on -site soil below the mat foundation bottom and replacement with compacted structural fill. If the over - excavation along the existing wall side (east side of the vault) will be below the bottom of the existing footing, over - excavation on this side needs to be conducted in small sections and backfilled with structural fill or lean-mix concrete. The construction sequence and methods of over - excavation and backfill along the east side of the vault may be determined once the existing footing is exposed during construction. Footing Subgrade Preparation — All footing excavations should be trimmed as neat as practical. The on -site soil at the 12 -inch over - excavation level should be compacted to a dense condition prior to placement of structural backfill. Compaction should be achieved using a hoepack or other heavy compaction equipment. If on -site soil is still loose and yielding after re- compaction, they should be over - excavated to expose the competent bearing soil, and the resulting over - excavation should be backfilled with compacted structural fill or lean -mix concrete. Footing subgrade conditions should be observed by a representative of PanGEO, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. CONSTRUCTION CONSIDERATIONS SITE PREPARATION Site preparation for the proposed radiation vault includes removal of existing floor slab and excavations to the design subgrade. Following site excavations, the adequacy of the subgrade where 18 -inch structural fill is to be placed should be verified by a representative of PanGEO. The subgrade soil in the improvement areas, if recompacted and still yielding, should also be over - excavated and replaced with compacted structural fill or CDF /lean-mix concrete. TEMPORARY EXCAVATIONS As currently planned, excavations for the vault construction will be less than 4 feet below the current grade. We anticipate that the excavations will largely encounter very stiff silt and medium dense to dense silty sand. All temporary excavations should be performed in accordance with Part N of WAC (Washington Administrative Code) 296 -155. The contractor is responsible for maintaining safe excavation slopes and/or shoring. Based on our current understanding of the vault layout and foundation elevation, in our opinion, nearly vertical open cuts may be used for the proposed excavations. In the event that excavations will be more than 4 feet deep, sloped open cuts should be used. For planning purposes, unsupported open cut may be sloped no more than 1H:1V. 10 -161 200 Andover Park E Vault Rpt Rl Page 6 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 The temporary cut slopes should be re- evaluated in the field during construction and can be adjusted based on actual observed soil conditions. The cut slopes may need to be flattered in the wet reasons and should be covered with plastic sheets. We also recommend that heavy construction equipment, building materials, excavated soil, and vehicular traffic should not be allowed within a distance equal to 1/3 the slope height from the top of any excavation. MATERIAL REUSE The on -site excavated soil should not be used as structural backfill below the mat foundation. Imported, well - graded, granular material, such as Crushing Surfacing Base Course (WSDOT 9- 03.9(3)) should be used as structural backfill below the mat foundation. Well- graded, 11/2-inch minus, recycled concrete may be considered for use as structural fill. Use of recycled concrete as structural fill should be approved by project geotechnical engineer. STRUCTURAL FILL PLACEMENT AND COMPACTION Structural fill should be moisture conditioned to within about 3 percent of optimum moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and systematically compacted to at least 95 percent of the maximum dry density, as determined using test method ASTM D 1557. Depending on the type of compaction equipment used and depending on the type of fill material, it may be necessary to decrease the thickness of each lift in order to achieve adequate compaction. PanGEO can provide additional recommendations regarding structural fill and compaction during construction. WET SEASON CONSTRUCTION AND EROSION CONTROL In our opinion, the proposed site construction may be accomplished during wet weather (such as in winter) without adversely affecting the site stability. However, foundation construction of the tower structure in the winter months will encounter wetter foundation subgrade soil. Generally, earthwork construction performed during the drier summer months likely will be more economical. Winter construction will also require the implementation of best management erosion and sedimentation control practices to reduce the chance of off -site sediment transport. Some of the site soils contain a high percentage of fines and are moisture sensitive. Any footing subgrade soils that become softened either by disturbance or rainfall should be removed and replaced with crushed rock, Controlled Density Fill (CDF), or lean-mix concrete, as determined by the geotechnical engineer depending on the actual site conditions. General recommendations relative to earthwork performed in wet conditions are presented below: • Site stripping, excavation and subgrade preparation should be followed promptly by the placement and compaction of clean structural fill or CDF; • The size and type of construction equipment used may have to be limited to prevent soil disturbance; 10 -161 200 Andover Park E Vault Rpt R Page 7 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 • The ground surface within the construction area should be graded to promote run -off of surface water and to prevent the ponding of water; • • Bales of straw and/or geotextile silt fences should be strategically located to control erosion and the movement of soil; • Structural fill should consist of less than 5% fines; and • Excavation slopes should be covered with plastic sheets. SURFACE DRAINAGE Surface runoff can be controlled during construction by careful grading practices. Typically, this includes the construction of shallow, upgrade perimeter ditches or low earthen berms to collect runoff and prevent water from entering the excavation. All collected water should be directed under control to a positive and permanent discharge system such as a storm sewer. Permanent control of surface water should be incorporated in the final grading design. Adequate surface gradients and drainage systems should be incorporated into the design such that surface runoff is directed away from structures and top of slope. Water should not be discharged over the top of the slope. Potential problems associated with erosion may also be minimized by establishing vegetation within disturbed areas immediately following grading operations. Vegetation with deep penetrating roots is the preferred choice, since the roots tend to maintain the surficial stability of slopes by mechanical effects and contribute to the drying of slopes by evapo- transpiration. ADDITIONAL SERVICES To confirm that our recommendations are properly incorporated into the design and construction of the development, PanGEO should conduct a review of the final project plans and specifications, and perform a field- monitoring program during construction. Specifically, we anticipate that the following additional services may be needed: • Review final project plans and specifications • Verify implementation of erosion control measures • Verify footing subgrade conditions • Confirm the adequacy of the compaction of structural backfill • Other consultation as may be required during construction Modifications to our recommendations presented in this report may be necessary, based on the actual conditions encountered during construction. 10 -161 200 Andover Park E Vault Rpt R1 Page 8 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 LIMITATIONS We have prepared this report for use by Weller Construction, Inc. and the project team. Recommendations contained in this report are based on a site reconnaissance, a subsurface exploration program, review of pertinent subsurface information, and our understanding of the project. The study was performed using a mutually agreed -upon scope of work. Variations in soil conditions may exist between the locations of the explorations and the actual conditions underlying the site. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at the site that are different from those described in this report, we should be notified immediately to review the applicability of our recommendations. Additionally, we should also be notified to review the applicability of our recommendations if there are any changes in the project scope. The scope of our work does not include services related to construction safety precautions. Our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Additionally, the scope of our work specifically excludes the assessment of environmental characteristics, particularly those involving hazardous substances. We are not mold consultants nor are our recommendations to be interpreted as being preventative of mold development. A mold specialist should be consulted for all mold- related issues. This report may be used only by the client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both off and on- site), or other factors including advances in our understanding of applied science, may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issuance. PanGEO should be notified if the project is delayed by more than 24 months from the date of this report so that we may review the applicability of our conclusions considering the time lapse. It is the client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party other than the client who wishes to use this report shall notify PanGEO of such intended use and for permission to copy this report. Based on the intended use of the report, PanGEO may require that additional work be performed and that an updated report be reissued. Noncompliance with any of these requirements will release PanGEO from any liability resulting from the use this report. Within the limitation of scope, schedule and budget, PanGEO engages in the practice of geotechnical engineering and endeavors to perform its services in accordance with generally accepted professional principles and practices at the time the Report or its contents were prepared. No warranty, express or implied, is made. 10 -161 200 Andover Park E Vault Rpt RI Page 9 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 We appreciate the opportunity to be of service. Sincerely, / /1I2o(/ h as: 06,45 24,// I H. Michael Xue, P.E. Senior Geotechnical Engineer Attachments: Figure 1 Figure 2 Appendix A: Siew L. Tan, P.E. Principal Geotechnical Engineer Vicinity Map Site and Exploration Plan Summary Boring Logs — Previous Explorations 10 -161 200 Andover Park E Vault Rpt R1 Page 10 PanGEO, Inc. Mr. Jim Weller Proposed Radiation Vault — 200 Andover Park E, Tukwila, WA January 17, 2011 REFERENCES Booth, D.B., Waldron, H.H. and Troost, K.G., 2004, Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington, scale 1:24,000. GeoEngineers, Inc., 1995, Revised Report, Geotechnical Engineering Services, Proposed Retail /Office Building, Tukwila, Washington. International Code Council, 2009, International Building Code (IBC). Kleinfelder, Inc., 1994, Geotechnical Investigation Report, Circuit City Store Tukwila (Mcconkey s), 223 Andover Park East, Tukwila, Washington. Naesgaard, E., Byrne, P.M., and Huizen, G.V., 1998, Behavior of Light Structures Founded on Soil `Crust over Liquefied Ground. ' Geotechnical Earthquake Engineering and Soil Dynamics III. Tokimatus, K., and Seed, H.B., 1987, Evaluation of Settlements in Sand due to Earthquake Shaking, Journal of Geotechnical Engineering, Vol, 113, No. 8, 1987. WSDOT, 2010, Standard Specifications for Road, Bridges, and Municipal Construction. 10 -161 200 Andover Park E Vault Rpt R1 Page 11 PanGEO, Inc. Fig1_vicinity.ppt 1/10/2011(1:12 PM) MHX Reference: Google Map NTS PanGE® I N C O R P O N A T I N Proposed Radiation Vault 200 Andover Park East Tukwila, Washington VICINITY MAP Project No. 10 -161 Figure No. 1 file.grfw/ file.dat 1/11/11 (16:12) TEA2 NTS Legend: B-1 Approximate Location of Boring --4- by GeoEngineers (1995) Approximate Location of Boring by Kleinfelder (1994) KSB -01 pproximate Proposed ault Location '.1 Note: Base map modified from King County iMap. 1 R t O R► 4 R A T! e Proposed Radiation Vault 200 Andover Park E Seattle, Washington SITE AND EXPLORATION PLAN Project No. Figure No. 10 -161 2 APPENDIX A SUMMARY BORING LOGS - PREVIOUS EXPLORATIONS II•11 • MI MI • MI • • • • MI • • • • • naLec. .scss cssz o 1017.5 0001061X 13050 Loc.t.r, - C C Z8 • •sttr:r) Esstr*-•+:4. csve a . ■ - -- "- ---r- *",:, %- .1-eli-- _ - - . i • ' . ' ;,: 7-, • .- - -it., jr7-Fs-2,., ■.; ''-'"... ,-- '''-- co- =if' TEiI a, 3130 LasorteN _ ..12) swot? ioArwic zotas e e.;q.... ; •£.7.3 73 - - .. c.e a...a., E..... if 4 RETAIL /0 FFICEa. + 1372 1 t -r--1-- —7---. ± 3 2, 1 86. S.F._,tGlioss.soc 21 t r LI T i so - 1. <a 30 3570 CB ? 1 L•23-IP (.<" (44L-1; • ° , Fritcr: -- tfki I CCI5e.... ' . 44 alS.-1131:-.<4. aswn.11,4. - l I .t • E E Puy . .'It " \ - sm-!..Ds.:..-5 164 eL 17.: 15. '77. 1:‘ •211-----4-- ......4-tsa 1j! /t .0.17.C.J.J1:,.....:. <4 RAZ". % ,. •,... 1.. 4 8 . : c\ c . I c • i _L_./v "1 ......,._,___, ._ ,,... ... _ 1- B-3 WNW WO< VOICE ,..... :'. - r. r .,.:, .•„-- 331<s- -.-7.t.- --IX-- :".- • ..-<.- • • 1 Z-53. -a. 4..75... 7.34,, — ANDOVIS !sax EAU ..c.,- _ -.- :'..e. Reference: ()lowing entitled Site Plan; by Leason Pomeroy Northwest Inc., dated 06/27/94. - ire --L2'd•--sssss - a . ■ c 1.....:1: ifir:E-; r c I. er--r -..A.-e) _ : c.7 '.1 ' ' 1 • .-. '. Lt. jc*c 1.i t •I7 as,,t c fi • I <9 Engineers Geo tp,;104 0 40 ea SCALE IN FEET EXPLANATION: BORING SITE PLAN FIGURE 2 0 0 0 0 TEST DATA Moisture Dry Content Density Blow Leh Tests ( %) (pct) Count Samples 10— 25 — 30 35— 40 — SM 26 42 74 MD 33 87 MD 33 84 MD 24 99 14 14 3 4 3 12 ti 14 20 d BORING B -1 Group Symbol anint-AS PHALT SP /GP ML DESCRIPTION Surface Elevation (ft.): 4 inches asphalt concrete Gray fine to medium sand with gravel (medium dense, moist) (fill) Gray silt with fine sand and occasional tint gravel (stiff, moist) (fill) ML Brownish gray silt with organic matter (soft, moist to wet) SM Q Ground watcr observed at 20 feet during drilling Gray silty fine sand (very loose, wet) SP Gray fine to medium sand (medium dense, wet) Note: Sec Figure A -2 for explanation of symbols Geo e: Engineers LOG OF BORING FIGURE A -3 to 2 V 0794-005-RO TEST DATA Moisture Dry Content Density Blow Group 40Lab Tests ( %) (pct) Count Samples Symbol 45— SO- 55 w a. - Y w o 60 65—+ 70— 75— BO— BORING B -1 (Continued) DESCRIPTION MD 23 100 24 26 Note: See Figure A -2 for explanation of symbols Boring completed at 49.0 fcct on 09/16/94 Geo o Engineers LOG OF BORING FIGURE A -3 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 0 BORING B -2 DESCRIPTION Surface Elevation (ft.): 5— 10— 15— 2 O 20— 25 — 30— 35-� 40— ' MD 20 90 MD 8 117 CS 38 81 MD 35 82 MD 20 98 MD 23 91 15 it 12 ■ 2 t 5 1 12 1 15 1 25 13 riggiFq ASPHALT SM ML 4 inches asphalt concrete Brown silty sand with fine to coarse gravel (medium dense, moist) (fill) Gray and brown silt with fine to coarse sand and coarse gravel (stiff, moist) (fill) SM Gray silty fine to medium sand with fine to coarse gravel (medium dense, moist) (fill) ML Gray silt with organic matter (soft, most to wet) SM Gray silty fine sand (loose, moist to wet) SP Dark gray fine to medium sand (medium dense to dense, wet) SZ Ground water observed at 22 fcct during drilling f Notc: Sec Figure A -2 for explanation of symbols 1 Geo ,o Engineers LOG OF BORING FIGURE A-4 0 0 v 0 TEST DATA Moisture Dry Content Density Blow Group 40 IabTests ( %) (pct) Count Samples Symbol 45-- 50— 55-4 65 70-- 75— 80-- MD 24 96 40 20 r BORING B -2 (Continued) DESCRIPTION Note: See Figure A -2 fpr explanation of symbols Boring completed at 49.0 feet on 09/16/94 Geo Engineers LOG OF BORING FIGURE A -4 5 10 15 w w LL 2 w 20 25 30 35 40 TEST DATA Moisture Dry Content Density Blow Group Lab Testa ( %) (pcf) Count Samples Symbol BORING B -3 DESCRIPTION Surface Elevation (ft.): SM 29 MD 38 80 MD 21 107 SM 25 12 11 27 34 27 16 ❑ ML Gray silt with fine to coarse sand and occasional fine gravel (medium stilt, moist) (fill) SM Gray silty fine to medium sand with fine to coarse gravel (medium dcnsc, moist) (fill) ML Gray silt with organic matter (soft, moist to wet) SM — Gray silty fine sand (medium dcnsc, wet) SP Dark gray fine sand to medium sand (medium dcnsc to dense, wct) Note: Sec Figure A -2 for explanation of symbols Boring completed at 40.0 feet on 04/13/95 4 Geo �v Engineers LOG OF BORING FIGURE A -5 1 t 1 1 1 1 1 0 60 100 200 Scale: 1'= 100' Legend: BUILDING LOCATION Soil Boring Location Property Boundary AND.OVER PARK EAST • 4' AC L--' 4' AC KSB -02 � •KSB -01 PLANNED AREA OF DEMOLITION (30,000 SO FT.) PLANNED AREA OF RENOVATION (50,000 SO. FT.) • KSB -03 ACURA DEALER CO/YWONT 14 RL!/IOlp�q M4 • IhEIKLEINFELDER PROJECT NUMBER: 60- 1337 -01 MAP DATE: MARCH 21, 1994 COMPUTER CITY FIDELTY ASSOC. SEA -FUR REFERENCE: Drawing compiled from Site Plan, 8- 30 -93, and field observations. SOIL BORING LOCATIONS CIRCUIT CITY 223 ANDOVER TUKWILA EAST TUKWII A W A Cuantr`-rnkt PLATE 2 1 1 1 1 to 0 WATER LEVEL LABORATORY ANALYSES a 8 �V .o� i3 SAMPLE NUMBER 5 - 10 15 20 25 86.2 22.5 15.4 32.5 96.1 79.3 91.1 24 27 21 16 23 15 21 34 5 5 5 5 5 6 2 3 4 5 6 10 1 t 1 1 KSBO1-A2 KSB01 -A1 KSBO1-B3 KSB01 -B2 KSBOI -BI KSB01 -C3 KSBO1-C2 KSBOI -C1 KSB01 -D3 KSB01 -D2 KSBO1-D1 KSBOI -E3 KSBO1-E2 KSB01 -E1 KSBO1-F3 KSB01 -F2 KSBOI -F1 KSB01 -G3 KSBOI -G2 KSBOI -G1 z 0 •< (•). v H w SC ML ML ML ML SM LOGGED BY: JAS DATE DRILLED: 3 -15 -94 Comments TOTAL DEPTH (feet): SOIL DESCRIPTION SILTY CLAYEY SAND, gray. SANDY SILT with SOME GRAVEL, gray, moist, hard, moderate plasticity. 0-- CLAYEY SILT, gray, moist, hard, slight plasticity. _ SANDY SILT, dark gray, moist, stiff, very slight plasticity. SANDY SILT, purple, moist, stiff, very slight plasticity. 1 SILTY SAND, gray, wet, loose. Color change to purple/brown, medium dense. 41.5 DRILLING METHOD: Hollow Stein Auger DIAMETER OF BORING: 10" 5 0— 15 — 20 — 25 Ii KLEIAiFELDER Copyright 1994 Kleinft1dc 1a . 1337IBB.PRB LOG OF BORING LOG, KSB -01 CIRCUIT CITY - TUKWILA 7l/KW7LI, WASHINGTON Project # 60- 1337 -01 NOTE Logs aro to be used orgy for the designated purposes and in context with the attached report. PLATE 4 Page 1 of 2 1 1 1 1 r r 1 1 1 1 1 1 1 f 1 I NO'18 Logs are to be used only for the designated purposes and is context with the attached report. D 25 WATER LEVEL LABORATORY ANALYSES 0 0 g o 30 —. 35 — 40 45 —50 29.0 93.6 LOGGED BY: JAS DATE DRILLED: 3-15 Comments: 4 8 15 8 20 28 2 5 8 5 12 16 5 7 10 -94 z ■ 1 1 SAMPLE NUMBER KSBOI -H3 KSBO1 -H2 KSBO1 -H 1 No Recovery KSB01 -12 KSB01 -11 KSB01 -J3 KSB01 -J2 KSB01 -J1 KSBO1 -K3 KSB01 -K2 KSBO1 -K1 TOTAL DEPTH (feet): SM /SP SOIL DESCRIPTION SILTY SAND, black, wet, medium dense, fine to medium grained. 3-4' of heaving sand in hole. Dense. 25-- 30 — ML ML SM CLAYEY SILT /SILTY CLAY, gray, wet, stiff, medium plastic _ to plastic. SANDY SILT, purple, wet, very stiff, low plasticity. SANDY SILT /SILTY SAND, gray, wet, medium dense, fine- grained. 35-- 40 — 45 -- 41.5 DRILLING METHOD: Hollow Stem Auger 50 DIAMETER OF BORING: 10" itt KLEINFELDER Copyright 1994 ICI4nfd.t..X jOe, . 11171 BB.PRf LOG OF BORING LOG, KSB-01 CIRCUIT CITY - TUKWILA TUKWILA, WASHINGTON Project # 60- 1337 -01 PLATE 4 Age 2 of 2 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 v 1 — 0 5— 10 mml 15 -- 20 -- 25 til tX LABORATORY ANALYSES E 0- 17.6 114.2 LOGGED BY: JAS DATE DRILLED: 3 -15 Comments .S m 12 20 24 NC 12 19 33 3 2 2 NC 6 7 10 ■ I 1 I t SAMPLE NUMBER BULK !11 KSB02 -A2 KSB02 -A1 No Recovery KSB02 -B3 KSB02 -B2 KSB02 -B1 KSB02 -C3 KSB02 -C2 KSB02 -C1 No Recovery KSB02 -D3 KSB02 -D2 KSB02 -D1 ML SOIL DESCRIPTION SILTY SAND with gravel. SANDY SILT with trace clay, gray, moist, hard, slight plasticity. 5— Gravel and wood debris in cuttings from 5 -7.5'. Color change to purple. Increased sand content below 10 feet, soft to medium dense10 — SM SILTY SAND, black, wet, loose. Medium dense. -94 1DTAL DEPTH (feet): 26.5 DRILLING METHOD: Hollow Stem Auger DIAMETER OF BORING: 10" 15 20 25 KLEINFELDER Copyright 1994 Ktdofeldec tae 1337188.PRb LOG OF BORING LOG, KSB -02 CIRCUIT CITY - TUKWILA TUKWIIA, W4SHINGTON Project # 60- 1337 -01 NOTE Logs arc to be used Doty for the designated purposes and in =text with the attached report. NC = no count PLATE 5 Age 1 of 2 1 1 1 1 1 —0 5 10 —� 15 20 — —25 WATER LEVEL LAB AN ORATORY ALYSES 18.4 25.2 110.5 105.4 LOGGED BY JAS TE DRILLED Comments BLOWS /6 inches 13 33 37 50/4' 11 17 18 2 2 12 NC 2 3 4 9 20 27 1 1 1 SAMPLE NUMBER KSB03 -A3 KSB03 -A2 KSB03 -A 1 KSB03 -B3 KSB03 -B2 KSB03 -B1 KSB03 -C3 KSB03-C2 KSB03 -C1 KSB 03 -D KSB03 -E3 KSB03 -E2 KSB03 -E1 KSB03 -F1 z • 0 < U z y Ca SM SM SM SOIL DESCRIPTION SILTY SAND /SANDY SILT, gray and brown, moist, dense. SILTY SAND, gray, moist, dense, slight plasticity. SILTY SAND, gray, moist, mcduim dense. Dense. SILTY SAND, purple/brown, wet, loose. Color change to gray, dense. . 3 -15 -94 TOTAL DEPTH (feet): KLEINFELDER Copyright 1994 Kleinfddee to . 1337188.1LS 37 DRILLING METHOD: Hollow Stem Auger DIAMETER OF BORING: 10" LOG OF BORING LOG, KSB -03 CIRCUIT CITY - TUKWILA TUKWILA, WASHINGTON 10 -= 15 20 — 25 — I NOTE: Legs am to be used only for the designated purls and in context with the attached report. NC = no count Project b 60- 1337 -01 PLATE 6 Riga 1 of 2 1. 'i` I I l l 1 1 1 1 1 1 1 1 z W t —25 30 _. 5 ---. 45 -- —5 w TAGGED BY: JAS DATE DRILLED: 3 -15 -94 Comments: 7 12 19 SAMPLE NUMBER KSB02 -E3 KSB02 -E2 KSB02 -E1 SOIL DESCRIPTION SAND, black to gray, wet, dense, find to medium grained. TOTAL DEPTH (feet): 26.5 DRILLING METHOD: Hollow Stem Auger DIAMETER OF BORING: 10" 30 — 35-- 40 45 -- Mei 50-- KLEINFELDER Cq ,rrgbt 1994 Kleiafeldce Laea . 13371 1111.P AB LOG OF BORING LOG, KSB -02 CIRCUIT CITY - TUKWILA TUKWII.A, WlSHINGTON Project # 60- 1337 -01 I Nara gags are to be used only for the designated P u the =abed report tPoaes and in eootelet with PLATE 5 Ave 2ef2 1 1 1 1 l 1 1 1 1 1 1 1 30 5 — 40 45 —� 50 19.8 LOGGED BY: JAS DATE DRILLED: 3 -15 -94 Comments: 4 4 12 NC NC SAMPLE NUMBER KSB03 -G3 KSB03 -G2 KSB03 -G 1 No Recovery KSB03 -H z 0 U Z vi 6 SM SOIL DESCRIPTION SILTY SAND, black to gray, wet, dense, fine to medium 2.i grained 25-- With some clay. 1 30 — 35 — 40 -- 45 — TOTAL DEPTH (feet): 37 DRILLING METHOD: Hollow Stem Auger 50 — DIAMETER OF BORING: 10" KLEINFELDER Copyright 1994 KWnfelde>; arrc 13S71BB.PRE • LOG OF BORING LOG, KSB -03 CIRCUIT CITY - TUKWILA TUKWIIA, WASHINGTON Project # 60- 1337 -01 I NOTE: Logs aro to be used only for the designated purposes and in context with the attached report. NC m no count PLATE 6.: Page 2 of 2 • Joanna Spencer - RE: Tukwila Permit #D11 -024 Page 1 of 2 From: "Girard, Arnaud" To: Ted Brandvold Date: 04/11/2011 10:57 AM Subject: RE: Tukwila Permit #D11 -024 CC: "j spencer @ci.tukwila.wa.us" Ted, King County has reviewed your e-mail correspondence concerning the question of whether or not your facility is in need of a King County Industrial Waste Program discharge permit for the Sightline Health cancer treatment operation, located at 200 Andover Park East; Suite 1, 2 & 3 in Tukwila, Washington. King County has determined that based on the information provided and the processes occurring at your facility at this time you do not need a permit or other written authorization to discharge your wastewater to the King County sanitary sewer system, which is in accordance with King County Code (KCC) 28.84.060 (found at: www.kingcounty.gov /council /legislation /kc code.aspx). It is my understanding that activities at the facility are consistent with typical medical office and that there will be no discharge to the sanitary sewer system from the CT scanner and Linear Accelerator. Therefore, no King County wastewater discharge authorization is required. • As a business you are still required to meet discharge limitations as detailed in KCC (see link above) and King County Local Discharge Limits found at http: / /www. kingcounty.gov/ environment / wastewater /IndustrialWaste /Limits.aspx • As a business working in the medical industry, you are also expected to follow the waste disposal guidelines specified in the Laboratory Waste Management Guide found at http: / /www.lhwmp.org /home /publications /publications detail. aspx ?DocID= o5fpDUrc %2f %2bc %3d If you propose to change the type or quantities of substances discharged, you must contact the King County Industrial Waste Program at least 60 days before making these changes. If you have any questions about this determination, or other questions about your wastewater discharge, please call me at 206 - 263 -3012. Thank you Arnaud Arnaud Girard Compliance Investigator Industrial Waste Program King County Wastewater Treatment Division Phone: 206 - 263 -3012 Fax: 206 - 263 -3001 www.kingcounty.gov/industrialwaste PERMANENT FILE COPY From: Ted Brandvold [mailto:tbrandvold @commercialarch.com] Sent: Friday, April 08, 2011 10:52 AM To: Girard, Arnaud Cc: jspencer @ci.tukwila.wa.us Subject: Tukwila Permit #D11 -024 Mr. Girard, DII-O2tt As part of the Plan review, for a project we have prepared plans for in the City of Tukwila, we have been file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4D... 04/11/2011 • • Page 2 of 2 requested to obtain an authorization letter from you (King County, Industrial Waste Division). Our project is named Sightline Health; and is located at 200 Andover Park East; Suite 1, 2 & 3; Tukwila, WA. In a previous telephone conversation, I indicated that our project is a medical based cancer treatment facility. Our facility is a 10,840 s.f. tenant improvement within an existing 32,156 s.f. building. With the exception of a CT scanner, and Linear Accelerator treatment instruments, all aspects of the proposed facility are standard medical office. Both instruments indicated above, are self contained units and will produce no industrial waste or discharge to existing sanitary sewer services. Additionally, there will be no industrial manufacturing, or other activities, involved in this facility which would produce industrial type waste discharge into the existing sanitary sewer system. Your assistance with the authorization required by Joanna Spencer, of the City of Tukwila Public Works Department is appreciated. Should you have any questions regarding this correspondence, or the project, please feel free to contact me. Thank you, TED BRANDVOLD, ARCHITECT, # 10224 IT EC T€.I PE 616 14TH STREET MODESTO, CALIFORNIA 99994 PM. 1209) 571-8158 FAX (2091571-8160 INC. This electronic mail message and any attachments are intended only for the use of the addressee or addressees named above and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If you are not an intended recipient, or the employee or agent responsible for delivering this e-mail to the intended recipient, you are herby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you receive this e-mail message in error, please immediately notify the sender by replying to this message or by telephone. Thank you. PPRMANFNT FILE COPY b z4 file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4D... 04/11/2011 • 1 INC. March 18, 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Attn: Bill Rambo Subject: Plan Review Response - Building Project: Sightline Health Location: 200 Andover Park East BP #: D11-024 Dear Bill, The following are responses to items contained on your initial review of the above referenced project. All revisions items are de -noted on the corresponding drawings with a cloud and a Revision #1 dated of March 7, 2011. 1. A soils report for this project has been included with this submittal. See attached. 2. The building construction type has been shown as a type VB. See drawing A -1.0 for revisions. 3. All current adopted codes have been referenced. See drawing A -1.0 for revisions. 4. The restroom elevations have been shown to include the vertical grab bar; see drawing A -2.3. Restroom clearance dimensions have been shown on detail 5/A -8.0. An additional graphic illustrating grab bar dimensions has been added to detail 5 /A- 8.0. 5. A detail for the vault door has been shown on drawing S -4.1. The door is equipped with a magnetic latch system, operated with a push button and requires less than 5# of pressure to operate. The door does not lock, and the latch system incorporates a battery back -up system. Therefore in the event of a power failure the door can be opened manually from both the interior and exterior of the vault. Should you have any questions regarding this response, or the project, please feel free to contact us. Sincerely, Ted Brandvold, Architect 616 14-r" STREET MODESTO, CALFORNIA 95354 PHONE 209-571-8158 FAX 209-571-8160 March 7, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Ted Brandvold Commercial Architecture Inc 616 14 St Modesto, CA 95310 RE: Correction Letter #1 Development Permit Application Number D11 -024 Sightline Health — 200 Andover Pk E Dear Mr. Brandvold, 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: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 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, please contact me at (206) 431 -3670. Sincerely, R.Cln^L- Bill Rambo Permit Technician encl File No. D11 -024 W:\Permit Center\ Correction Letters \2011\DI 1 -024 Correction Letter 41.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: March 4, 2011 Project Name: Sightline Healthcare Permit #: D11 -024 Plan Review: Dave Larson, Senior 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 plans refer to a soils report. Please include two copies with this building permit application. 2. Our records show this building as VB instead of IIIN. Please correct cover sheet. 3. All current adopted codes are 2009 with the exception of the NEC which is 2008. Please correct any notations or references to show current adopted codes. 4. The restroom elevations do not show the current code required vertical grab bar next to the toilet as required in ICC /ANSI A117.1. Also, several measurements have not been included. Please review these elevations and revise as necessary to show compliance with this standard. 5. Please provide details for the two large vault doors which include the answers to the following questions. Can they be opened from the inside without any special knowledge or effort? Do they lock or latch? If they are motor controlled, what happens during a power failure? If they can be opened manually, what amount of force does it take to open them? Will they comply to all IBC code requirements? Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 23, 2011 PROJECT: Sightline Healthcare 200 Andover Pk PERMIT NO: D11-024 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Due to the nature of Sightline Healthcare business please: a. Fill out the attached METRO King County Business Declaration form and return it to Public Works for processing, b. Submit plans to Mr. Arnaud Girard, King County Metro Industrial Waste Division at (206) 263 -3012 and obtain an Industrial Waste Permit or discharge to sanitary sewer authorization letter. W:Other /Joanna /D11 -024 • =` y City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 4, 2011 Ted Brandvold Commercial Architecture Inc 616 14 St Modesto, CA 95310 RE: Incomplete Letter #1 Development Permit Application D11 -024 Sightline Health — 200 Andover Pk E Dear Mr. Brandvold, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 1, 2011 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 any 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, C-Ranevirlf" Bill Rambo Permit Technician Enclosures File: DI 1-024 W:\Permit Center \Incomplete Letters\2011\D11 -024 Incomplete Ltr # 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 Determination of Completeness Memo Date: February 3, 2011 Project Name: Sightline Health Permit #: D11 -024 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 shall be original signed wet stamped, not copied.) 1. Mechanical and envelope energy code summary compliance forms provided are under the 2006 WSEC. Please provide revised 2009 Washington State Energy Code Compliance forms for envelope and mechanical. Lighting summary form is ok since it is per the 2009 energy codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �tHl�l� COORS COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -024 DATE: 06/09/11 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 200 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: -ILk. Building Division y kkf 0(p' i Pubic Works AYA Klft- Fire Prevention Structural 4II k) v-. M Planning Division Permit Coordinator n V N-61 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete K1 Incomplete DUE DATE: 06/14/11 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: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/12/11 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: n DATE: Permit Center.Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -024 DATE: 03/23/11 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 220 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued ARTMENTS: ui din: r'vision d '' 14 - 3SS C. 111-1,1 Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete k Comments: Incomplete DUE DATE: 03/24/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please RoutelTI Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/21/11 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: 'Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 0 9ERMCT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -024 DATE: 02/09/11 PROJECT NAME: SIGHTLINE HEALTHCARE SITE ADDRESS: 200 ANDOVER PK E Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: _-tl uilding 'vision c�j �Vl V e Public Works Fire Prevention Structural Pla n'ng 'vision 41k Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1Z Comments: Incomplete DUE DATE: 02/10/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route p, REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/10/11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW N-- Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLAN P NT ERtVIEW/R Y TING SLIP ACTIVITY NUMBER: D11 -024 PROJECT NAME: SIGHTLINE HEALTH SITE ADDRESS: 200 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # DATE: 02 -01 -11 Response to Correction Letter # Revision # After Permit Issued DEPARTMEN S: ding Ivi Ion Public Works LIE "Fire Prevention IN Planning Division Structural ❑ Permit Coordinator L!� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete x DUE DATE: 02-03-11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: A 4i— r I LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -03 -11 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: FSl. + PERMIT NO. DI SITE ADDRESS: /) OU-•(L E ORIGINAL ISSUE DATE: REVISION LOG -024 (it REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 aiWtt Summary of Revision: j9 onG, �` E Received by: U0 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 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: LO 9 - // Plan Check/Permit Number: /1 - 6,2 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # if Revision # h d„... after Permit is Issues ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: <5i6/47-4/A/E- Project Address: 0208 #411004.1. /d.4- 4C X142 9 g'1 B`g Contact Person: c lK5 %✓ e9A r Phone Number: 2C 9 Ls—,S-17 -z594I Summary of Revision: ,.¢00 i0 c9A -F'C2 /37 ,4,04,0 4197» ,e4ev,1 46 Ant Sheet Number(s): / "Cloud" or highlight all areas of revision including date of r is Received at the City of Tukwila Permit Center by: Entered in Permits Plus on q - l H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 REOBVED CINIormeeklA ® -7C l7 Mt'r r+�+c►�1T !' • f O • 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: cp9 Plan Check/Permit Number: D11-024 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner o MAR 232011 Pal aT CENTER Project Name: Sightline Health Project Address: 220 Andover Pk E Contact Person: ANOVerLD Phone Number: (7-6°I) 511 • S 15 8 Summary of Revision: picA E SEE AktrTACH &D rett2c.n c..J 1.E-r4'Eg-- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: f t jV Entered in Permits Plus on \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #I00 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 • • ) 1 Plan ChecWPermit Number: D11-024 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sightline Health Project Address: 200 Andover Pk E anfieCentett OF pv,ul !FEB 092011 PERMITC EA Contact Person: , /e'' ✓OL�7Phone Number: 2 eFt • `.�� �• %I 4 5 Summary of Revision: (4 1-17 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J( Entered in Permits Plus on \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: "business Declaration Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: /lil 04-1-7 /A f��..�L�.r•� Contact person at your company: Title: Telephone: '`' ' Mailing address: Type of business (What does your firm manufacture or produce ?): /-/ /r,G1 Number of business sites: �� M Address of each business site No. of employees at site: 1. ' / .. ` 6Ar d 4c / 2. 3. Use additional sheets if necessary. Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: _ [�iir'��. Site address: Contact person: 1���,.e5►...I /A�..L Title: 1,,',C. /"'lr,&�•f Telephone: .'7 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? Yes g No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? CI Yes ANo CORRECTION pl lTR# 1 cITYRSWIMA MAR 7b 2011 PERMIT CENi@R 3. Does your business store mix liquid chemicals? Yes a No If yes, are they for resale? • Yes EJ No 4. Does your company use solvents or flammable substances? Yes No If yes, do you recycle them? IJ Yes CI No 5. Does your company process food or animal matter? CI Yes sir No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.?. • Yes No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? 11 Yes No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance ,equipment - washing and drum - cleaning? LJ Yes ' No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) g None Less than 5,000 gallons • 5,000 - 25,000 gallons • More than 25,000 gallons Thank you 011D BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE *METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW '821 2ND AVE SEATTLE WA 98104 -9986 tt }1tiI..1 I 1lI 111...l 111 I11II� 11_1_11_11.11..111III II NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES im 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 • Rio 1Nn o&tc ?iiptk ArV' City State ZIP ®gypv s7` Owner's ame Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) (206 ) s'33-Sao Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 5e1 of 200 4f For King County Use Only Account # No. of RCEs Monthly Rate A. Fixture Units 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 "---' r-- Dishwasher 2 2 Drinking fountain (each head) 1 .5 '2 e-- Hose bibb (interior) 2.5 2.5 ---- Clotheswasher or laundry tub 4 2 i� ---. Sink, bar or lavatory 2 1 Li ...- Sink, Clinic flushing 8 8 ----, — Sink, kitchen 3 2 .......... ) 1 e$ Sink, other (service) 3 1.5 7 -- 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 ...... 1 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fxture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 2.3251 RCE Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # ase 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 #o Was building on Sanitary Sewer? 1V-es ❑ 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 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 5 3_,-,5' RCE 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 understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr- ' - • : to for determ • - '. of a revised capacity charge. Signature of Owner /Represe a e / Date Li/ Print Name of Owner /Repr: sen Contractors or Tradespeople P eer Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI 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 WELLER CONSTRUCTION INC UBI No. 602793194 Phone 2095320686 Status Active Address Po Box 1134 License No. WELLECI916CE Suite /Apt. License Type Construction Contractor City Columbia Effective Date 2/5/2009 State CA Expiration Date 2/18/2013 Zip 95310 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date WELLER, JAMES J Member 02/05/2009 Amount WELLER, DEANNA L Member 02/05/2009 G24014009004 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY E INDEM CO (DEVS) 780941c 01/08/2009 Until Cancelled 512,000.00 02/05/2009 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 2 WESTCHESTER FIRE INS COMPANY G24014009004 03/08/2011 03/08/2012 $1,000,000.0003 /22/2011 1 Westchester Fire Ins Company G24014009003 03/28/2008 03/08/2011 $1,000,000.0003 /16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 04/19/2011 i.g.syAt,L J &Cy t�AC! C LAWN) .r) !?1 bi 2' to! 01 A -2.4 ENLARGED PLAN VALJLT ENLARGED �* CT SCAN PROCEDURE 1 109 (E) BREAK ROOM No changes shall belmade to the sco pe of work without prior approval of Tukwila Building Division. F!OTE: Revisions will require a new plcn submittal crl,'i may include additional plan review fecS. 1000 ,---, 6 -9' ' -4' 59-4" LAG SEPARATE PERMIT REQUIRED FOR: R"Wiechanical llectrical tubing Gas Piping City of Tukwila 11.y: 11.y:ft f.''+i IG DIVISION ADJACENT SUITE PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved D : log vaiS * .. Date: , tl _ -` i V p -4" N; DIMENSIONED FLOOR PLAN SCALE V8" = 1 =0' L: \2010 \10 - 175 \CD's \Resubmittai\ ✓ ni l ill =w.Ut 5- CY 6 ^t,. Ill 1 ill f! Jr • �I tl 111 in Ill 11 1 111 111 1 111 1 111 -.. I 111 1 111 1 „ 1 • Ill • JG ILL If II 11 FF II 11 )111 11 111L 11 JII fl it 1 =; 4eeyt_;.1141 \_3 -0" LOBBY 100 1 FI E COPY Perm w o Plan review approval is subject to errors and omissions. k;;roval of construction documents does not authorize the: v oia`aon of any adopted code or ordinance. Receipt ni approved Field spy Rd conditions is acknowledged: By Date: i -1- i - City Of lbkwila BUILDING DIVISION ARCHITECTURAL GENERAL NOTES 1. 4. 5, 6. 7. 8. a 10. 11. 12. 13. 14. IS CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIvENSIONS, CONTRACTOR SHALL N OTPY ARCHITECT. VERFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE VERIY SIZE, LOCATION. AND CHARACTERISTICS OF ALL WORK AND EQUIP TO BE FURNISHED BY OWNER OR OTHERS WITH MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. VEFY SIZE AND LOCATION OF ALL OPENINGS FOR MECH. EQUIP AND WORK WITH CONTRACTORS INVOLVED. ERRORS AND / OR OMISSIONS IN ROOM FINISH SCHED AND DOOR SCHED DO NOT RELIEVE THE CONTRACTOR FROM WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. CELING I-EIGHTS NDICATED ON THE REFLECTED CEILING PLANS ARE TAKEN FROM THE FINISH SLAB ELEVATIONS. ALL FRAMING DIMENSIONS ON PLAN, UNLESS NOTED OTHERWISE, ARE TO THE CENTERLINE OF STUD FRAMING, TO THE FACE OF CORRDOR GYP BD, AND TO THE FACE OF THE EXT EDGE OF THE BULDING SLAB. IV LOCATING GLASS IN HM FRAMES, THE DIMENSIONS ARE TO THE FINISH 1-IM FRAMES. FLMNISH AND INSTALL MTL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYP BD PROVIDE MTL CASING BEADS WHERE GYP BD INTERSECTS OTHER MATERIALS. SEAL AROUND CONDUIT AND PIPE PENETRATIONS IN ONE HOUR WALLS AROUND HAZARDOUS AREAS AS REQD TO ACHEVE SPECIFIED WALL RATING. PROVIDE VERTICAL BLOCKING (AND HORIZONTAL) AS REQD FOR EACH SIDE OF REQD GYP BD PLATES IF REQD. FOR DUCT PENETRATIONS IN WALLS OTHER THAN ONE HOUR WALLS AROUND HAZARDOUS AREAS, SEAL. GAPS WITH GYPSUM JOINT COMPOUND AND TAPE FOR GAPS LESS THAN TIGHTLY PACK GAPS BETWEEN AND WITH FIRE SAFING INSULATION. GAPS LARGER THAN ARE NOT ALLOWED. SEAL ALL EDGES AND PENETRATIONS AROUND THE PERIMETER AND I•ITERIOR OF ALL CABINETS, EXPOSED PLUMBING AND DOOR FRAMES. COORDINATE ROUGH -INS AND STUD WALL FRAMING LOCATIONS TO PROVIDE CLEARANCE FROM THE CENTERLINE OF EACH WATER CLOSET BOWLS TO THE ADJACENT SIDE WALL FINISH SURFACE AND A MINIMUM OF 15 FROM THE CENTERLIIE OF WALL - MOUNTED SW TO THE ADJACENT SIDE WALL FINISH SURFACES, UNLESS NOTED OTHERWISE. INSTALL BLOCKING BEM), BUT NOT LIMITED TO, CUBICLE CURTAIN TRACKS, T.V. BRACKETS. HANDRAILS, COMER GUARDS, TOLET ACCESSORIES, GRAB BARS, OVERHEAD CABINETRY, WRITING COUNTERS, MILLWORK KNEE BRACES, SHELVING, AND ALL MISC NTENOR WALL -HUNG EQUIP, BLOCKING FOR HANDRAILS, GRAB BARS AND VANITIES SHALL BE ADEQUATE TO SUPPORT A MINIMUM OF 250 LBS OF BOTH VERTICAL AN) / OR HORIZONTAL LOADING OFR A MIMM N OF 15 MINUTES. SCOPE OF WORK TO INCLUDE BATT INSULATION AT EXTERIOR WALLS AND BATT INSULATION AT ATTIC (ON TOP OF ALL FINISHED CELING). WALL LEGEND EXISTING WALL TO REMAIN 1NTE"tIOR WALL - 3 -5/8# PARTIAL HEIGHT 3 -5/8' X 20 GA STEEL STUDS 16' ON CENTER 5/80 TYPE 'X' GYPSUM BOARD EACH SUE. R -11 SOUND ATTENUATION BATT INSULATION - 3 -V2" THICK BRACE WALLS WITH 3-5/8' X 20 GA. STEEL BRACES 416 4 -0' O.C. TO STRUCTURE ABOVE. INTERIOR WALL - 6" PARTIAL HEIGHT 6" X 20 GA. STEEL STUDS 0 16" ON CENTER 5/8" TYPE 7C' GYPSUM BOARD EACH SIDE. R -11 SOUND ATTENUATION BATT INSULATION - 3-V2" THICK BRACE WALLS WITH 3 -5/8' X 20 GA. STEEL BRACES 0 49-0" O.C. TO STRUCTURE ABOVE. INTERIOR WALL - 6" PARTIAL HEIGHT WITH LEAD SHIELDING 6" X 16 GA. STEEL STUDS 0 16' ON CENTER SIM 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE TO +10'-0" A.F.F. R -11 SOUND ATTENUATION BATT INSULATION -- 3--V2" THICK WALL FRAMING FROM FLOOR TO + 10-6' A.F.F. LEAD SHELDING TO +7-0' A.F.F. SEE DETAILS 4, 5, 6, 7/A -8.1 SIM INTERIOR WALL - 3 -5/8" PARTIAL HEIGHT WITH LEAD SHIELDING 3 -5/8' X 16. GA. STEEL STUDS 0 16" ON CENTER SIM 5/8' TYPE 'X' GYPSUM BOARD EACH SIDE TO +10-0' APP. R -11 SOUND ATTENUATION BATT INSULATION - 3 -V2' THICK WALL FRAMING FROM FLOOR TO + 10'-6' A.F.F. LEAD SHELDING TO +7 -0' A.F.F. SEE DETAILS 4, 5, 6, 7/A -8.1 PURRED WALL - 3 -5/8" 3 -5 /er X 20 GA.. STEEL STUDS 0 16' ON CENTER 5/8' TYPE 'X' GYPSUM BOARD A INTERIOR FACE WALL FRAMING, GYPSUM BOARD AND INSULATON TO 6' ABOVE ADJACENT CEILING FURRED WALL - 6" 6" X 20 GA. STEEL STUDS 0 16" ON CENTER 5/8' TYPE X' GYPSUM BOARD 0 INTERIOR FACE WALL FRAMING, GYPSUM BOARD AND INSULATON TO 6" ABOVE ADJACENT CEILING REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 21 2011 LIA City of Tukwila BUILDING DIVISION REVISION N0, 1 zi4RECEIVED JUN 0 9 2011 PERMIT CENTER _ _ . .. 10224 REGISTERED ARCHITECT 1 1 • TiE000aE a BRAND STATE GE WASHINGTON L1 DIM. FLR. PLAN DRAWN SLW 1 CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A -2.1 OF Namosenstemener SHEETS 4/29/2011 3:13 PM ea CC CO CHRISTENSEN ROAD rie,%r n./4;.,5.4 40,4A! EXISTING BUILDING 32,156 SQUARE FEET Frummumommrimmiummomrmummourrk A attiniiIMMIIIIMINIMININIEWAVIPEENL AP 1119111111k IIIMMIlie. Aillr 111111111111111116. 11111141n111111111r111111111117T 112611121111111.11111111111111V hYA 11111MIEEI ARM Mal 1111 AJLLI AIU N 1111•13011161.11111111MEMilirS11. tiOLIN=t=c=c2-=immunowill7- 1riummommommE111111111111111111111111 IIIMMEMI1111111111.11111111111111111111 MIENIF INIVIII11111111111111111Y 110111111111111111 imemnrummiammr 11111111111111WESI SITE PLAN SCALE: 1" = 3V-0" ANDOVER PARK EAST PROJECT TEAM FIRE SPRINKLER NOTES OWNER SIGHTLINE HEALTH 760 ANDOVER PARK WEST TUCKWILA, WASHINGTON GENERAL CONTRACTOR WELLER CONSTRUCTION P.O. BOX 1134 COLUMBIA, .CALIFORNIA 95310 PH. (209) 532-0686 FAX (209) 532-0641 MECHANICAL DESIGNER ALEXANDER SCHEFLO & ASSOCIATES 2926 PACIFIC AVENUE STOCKTON, CA 95219 PH. (209) 948-9761 FAX (209) 948-1258 STRUCTURAL ENGINEER CHG STRUCTURAL CONSULTANTS 1030 llth STREET MODESTO, CA 95354 PH. (209) 996-6340 DESIGNER COMMERCIAL ARCHITECTURE, INC. 616 14TH STREET MODESTO, CA 95354 PH. (209) 571-8158 FAX (209) 571-8160 ELECTRICAL DESIGNER HCS ENGINEERING, INC, 4512 FEATHER RIVER DRIVE STOCKTON, CA 95219 PH. (209) 478-8270 FAX (209) 478-2169 PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date: THE EXISTING FIRE SPRINKLER SYSTEM SHALL BE REVISED TO PROVIDE COVERAGE TO NEW AREAS CREATED BY THIS PROJECT. 1. FIRE SPRINKLER SYSTEM PLANS AND SPECIFICATIONS WILL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO STARTING WORK ON THE PROJECT. SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET *13 AND FIRE PREVENTION DEPARTMENT REQUIREMENTS.. 2. ALL VALVES CONTROLLING SPRINKLER SYSTEM WATER SUPPLY AND FLOW SHALL BE ELECTRICALLY MONITORED AND THE SIGNAL SHALL BE AUTOMATICALLY TRANSMITTED TO A U.L. LISTED STATION WHEN NUMBER OF SPRINKLER HEADS EXCEEDS 100. MFC 1003.3.1. 3. PROVIDE AN INTERIOR BELL ACTIVATED BY FIRE SPRINKLER WATER FLOW AND A MANUAL PULL STATION IN A NORMALLY OCCUPIED AREA. 4. A KNOX BRAND KEY BOX SHALL BE INSTALLED ON THE PREMISES TO FACILITATE EMERGENCY ACCESS TO THE BUILDING. 5. HVAC SMOKE DETECTORS (WHEN REQUIRED) SHALL BE TESTED IN THE PRESENCE OF THE FIRE DEPARTMENT. 6 ALL METAL SURFACES SHALL BE PAINED TO MATCH ADJACENT WALLS. 7. CHROME ESCUTCHEONS SHALL BE PROVIDED AT INTERIOR. a NO SPRINKLER HEADS SHALL APPEAR IN INTERIOR SOFFITS. 9. LOCATIONS OF FIRE EXTINGUISHER(S) (PER FIRE PREVENTION NOTES) TO BE APPROVED BY THE FIRE PROTECTION DEPARTMENT. ADDITIONAL FIRE PROTECTION MAY BE REQUIRED DEPENDING ON ULTIMATE USE OF DEVELOPMENT. FIRE PREVENTION NOTES 1. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBERS TO BE POSITIONED TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. NUMBERS SHALL BE A MIN. OF 6" HIGH WITH A 3/4 STROKE AND SHALL CONTRAST WITH THEIR BACKGROUND. 2. PROVIDE 2A10-BC EXTINGUISHERS 75' OF EXITS AND WITHIN EVERY 3,000 S.F. IN GENERAL USE ARES AND/OR WITHIN THE FACILITY AS DIRECTED BY THE FIRE PREVENTION DEPARTMENT. UNITS SHALL BE WALL BRACKET TYPE. ALL FIRE EXTINGUISHERS SHALL BE MOUNTED IN EASILY ACCESSIBLE LOCATIONS, FREE OF OBSTRUCTIONS. SIGNS MAY BE REQUIRED WHEN EXTINGUISHER IS NOT READILY VISIBLE. UFC STANDARD 10-1. MOUNTING HEIGHT OF FIRE EXTINGUISHERS SHALL NOT EXCEED 60. 3. PROVIDE 20-BC EXTINGUISHERS IN MECHANICAL AND ELECTRICAL ROOMS. CODE DATA CITY OF TUCKWILA NOTES KEYNOTES DRAWING INDEX 14111111■1111■ PROPERTY LINE, TYPICAL. EXISTING ASPHALTIC CONCRETE PAVING TO REMAIN, TYPICAL. EXISTING ACESSIBLE PARKING STRIPING, TO REMAIN - NO WORK EXISTING CITY STANDARD PARKING STRIPING TO REMAIN, TYPICAL - NO WORK EXISTING LANDSCAPE PLANTER TO REMAIN, TYPICAL - NO WORK EXISTING CONCRETE WALK, TYPICAL - NO WORK EXISTING CITY STANDARD DRIVE APPROACH AND DRIVE TO REMAIN, TYPICAL - NO WORK EXISTING EXTERIOR EXIT DOOR TO REMAIN, SEE DRAWING A-7.0 FOR HARDWARE MODIFICATIONS ACCESSIBLE PATH OF TRAVEL AS INDICATED. EXISTING ELECTRICAL TRANSFORMER, EXISTING TRASH ENCLOSURE. EXISTING CONCRETE CURB, GUTTER, AND WALK. EXISTING GAS SERVICE/METER LOCATION, EXISTING FIRE RISER LOCATION/CLOSET. L: \ 2010 \10-17 5 \ CD's Resub mittal \ ARCHITECTURAL A-1.0 A-1.1 A-1,2 A-2.0 A-2.1 A-2.2 A-2.3 A-2.4 A-3.0 A-4.0 A-6.0 A-6.1 A-7.0 A-7.1 A-8.0 A-8.1 SITE PLAN, GENERAL NOTES DEMOLITION PLAN DEMOLITION CEILING PLAN NOTED FLOOR PLAN DIMENSIONED FLOOR PLAN FLOOR FINISH PLAN ENLARGED RESTROOM AREA PLAN ENLARGED VAULT/CT ROOM PLAN REFLECTED CEILING PLAN ROOF PLAN INTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR SCHEDULE FINISH SCHEDULE DETAILS DETAILS STRUCTURAL S-1.1 STANDARD NOTES S-1.2 STANDARD DETAILS S-2.1 STRUCTURAL FLOOR PLAN S-2.2 ROOF PLAN S-2.3 VAULT FOUNDATION PLAN S-3.1 VAULT SECTION S-3.2 VAULT SECTION s-a3 VAULT SECTION S-4.1 VAULT DOOR DETAIL MECHANICAL M-2.0 M-2.1 M-4.0 M-8.0 M-8.1 M-8.2 M-9.0 M-9.1 MECHANICAL MECHANICAL MECHANICAL MECHANICAL MECHANICAL MECHANICAL MECHANICAL MECHANICAL PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN ROOF PLAN DETAILS DETAILS DETAILS SPECIFICATIONS SPECIFICATIONS PLUMBING P-1.1 DEMOLITION FLOOR PLAN P-2.0 PLUMBING FLOOR PLAN • P-2.1 PLUMBING FLOOR PLAN P-2.2 ENLARGE,D PLUMBING PLAN P-8.0 PLUMBING DETAILS P-8.1 PLUMBING SPECIFICATIONS ELECTRICAL: E-1 ELECTRICAL GENERAL NOTES E-2 ELECTRICAL DEMOLITION PLAN E-3 LIGHTING PLAN E-4 POWER PLAN E-5 UNDER FLOOR ELECTRICAL PLAN E-6 ENLARGED VAULT PLAN E-7 ELECTRICAL DETAILS E-8 MECH. EQUIP. CONNECTION PLAN E-9 FIRE ALARM PLAN E-10 ONE-LINE DIAGRAM E-11 PANEL SCHEDULES E-12 ELECTRICAL DETAILS ASSESSOR'S PARCEL NUMBER: PROJECT ADDRESS: JURISDICTION: ZONING: EXISTING BUILDING AREA: PROJECT AREA: TYPE OF CONSTRUCTION: OCCUPANCY: OCCUPANT LOAD: FIRE SPRINKLERS: EXITS REQUIRED: EXITS PROVIDED: STORIES: PARKING REQUIRED: PARKING PROVIDED: 0223100099 200 ANDOVER PARK EAST TUCKWILA, WA CITY OF TUCKWILA TUC 32,156 SQUARE FEET 10,840 SQUARE FEET B BUSINESS AREAS: 4630 SQ. FT./100 FUTURE BUSINESS AREAS: 3025 SQ. FT./100 MECH./ELEC. EQUIPMENT ROOM: 295 SQ. FT./500 ACCESSORY AREAS: 2890 SQ. FT. 46 30 1 0 TOTAL AREA: TOTAL OCCUPANT LOAD: 10,840 SQ, FT. YES, EXISTING TO BE MODIFIED TO PROVIDE COVERAGE TO AREAS OF ALTERATION. 2 3 1 MEDICAL/OFFICE/RETAIL: 32,156 SQ. FT. 3/1000= 132 SPACES 77 96 ALL CONSTRUCTION SHALL CONFORM TO CURRENT NATIONAL CODES WITH WASHINGTON STATE AMENDMENTS: STRUCTURAL: FIRE: ELECTRICAL: MECHANICAL: PLUMBING: ENERGY: INTERNATIONAL BUILDING CODE, 2009 EDITION INTERNATIONAL FIRE CODE, 2009 EDITION. NATIONAL ELECTRICAL CODE, 2008 EDITION INTERNATIONAL MECHCANICAL CODE, 2009 EDITION UNIFORM PLUMBING CODE, 2009 EDITION WASHINGTON STATE ENERGY CODE, 2009 EDITION WASHINGTON STATE INDOOR AIR QUALITY CODE, 2009 EDITION SEPARATE PERMIT REQUIRED FOR: XMachanical *I Electrical Plumbing I Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fact 1. THESE PLANS AND RELATED DOCUMENTS MUST BE AVAILABLE AT THE JOB SITE DURING ANY INSPECTION ACTIVITY. 2. STREET ADDRESS AND NUMBER SHALL BE POSTED PRIOR TO THE FIRST INSPECTION AND INSTALLED PER ADOPTED FIRE PROTECTION DEPARTMENT STANDARDS. a DISABLED ACCESSIBLE PARKING SIGNAGE SHALL BE PROVIDED AT ALL ENTRANCES TO THE PARKING LOT, AT ALL ACCESSIBLE PARKING STALLS, AT ALL PRIMARY ENTRANCES TO THE BUILDING/SITE, AT ACCESSIBLE FITTING ROOMS, AND AT ACCESSIBLE RESTROOMS. 4. THIS PERMIT DOES NOT APPROVE ANY EXTERIOR SIGNAGE. A SEPARATE PERMIT IS REQUIRED FOR ALL SI . GNS FILE COP IREVIEWEDFOW " CODE COMPLIANCE APPROVED APR 1 8 2011 C4I"-of ila BUILDING VISiCoo Pormft No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of Ind and Is adnowledged: •City Of °Nitwits WILDING DIVISION VICINITY MAP 1EVANS BLACK DRI [ BAKER BLVD , STRANDER BLVD ANDOVER PARK W. CORRECTION CITIYISRINALA MAN 2 ::0 2011 PERMIT CENTER PROJECT LOCATION 200 ANDOVER PARK EAST TUKWILA, WA REVIIOrJS BY TUKWILA REV. 3/1/711 SW LU I- Fg •) uu u -4 1 6:1 00 0- w V) Et cz A U - Z 0 q COLUMBIA, CA 95310 THEODORE J. BRANDVOLD STATE OF WASHINGTON LU I- v) 00 < 00 a. < LLJ > 0 <0 0 0 I- N # ■ DRAWN S LW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10-175 N SHEET A 1 0 OF SHEETS • 3/22/2011 552 PM DEMOLITION FLOOR PLAN SCALE: 1/8" = 1' -0" 11 JJ • Th J u H L___ LL 1 1 1 1 1 1 i 1 1 1 -1I I 1 1 1 1 I 1 I -1 I -11 1 I I I I I I I 1 I 1 J r 1❑ 1 11 1 /1 111 1 11 1 11 1 'ti I I 11 I I 11 L lI 11, I L -� II , fl a 7 L L4_1 I LL 1._ 7 KEYNOTES 0 10 11 12 13 14 15 is 17 >Is 19 20 21 EXISTING WALL TO BE REMOVED WHERE INDICATED. EXISTING INTERIOR DOOR TO BE REMOVED WHERE INDICATED. EXISTING WASTE CLOSET TO BE REMOVED, SEE PLUMBING EXISTING STRUCTURAL COLUMN TO REMAIN. SEE STRUCTURAL - VERIFY EXACT LOCATION EXISTING ELECTRICAL PANELS - SEE ELECTRICAL EXISTING ALUMINUM STOREFRONT DOORS TO BE REMOVED. PROVIDE NEW STOREFRONT WINDOW SYSTEM AS REQUIRED TO MATCH EXISTING. PROVIDE NEW 3' -0" WIDE STOREFRONT DOOR IN EXISTING ALUMINUM STOREFRONT SYSTEM. MODIFY EXISTING STOREFRONT SYSTEM AS REQUIRED TO MATCH EXISTING. DOOR HEIGHT TO MATCH EXISTING, ADJACENT STOREFRONT DOORS. SEE DOOR SCHEDULE. EXISTING EXTERIOR DOOR TO REMAIN. REMOVE ALL FINISH FLOORING MATERIAL AND ALL RELATED ADHESIVES AND FASTENERS THROUGHOUT PROJECT AREA. EXISTING TRANSFORMER — SEE ELECTRICAL. WALL MOUNTED FAN COIL UNIT — SEE MECHANICAL /ELECTRICAL DRAWINGS. EXISTING LAVATORY /COUNTER TO BE REMOVED — SEE PLUMBING. EXISTING URINAL TO BE REMOVED — SEE PLUMBING. EXISTING RESTROOM PARTITION TO BE REMOVED. EXISTING CASEWORK TO BE REMOVED. EXISTING SINK TO BE REMOVED — SEE PLUMBING. EXISTING EXPOSED CONCRETE SLAB TO REMAIN. EXISTING CASEWORK TO REMAIN EXISTING SINK TO REMAIN EXISTING LAVATORY /COUNTER TO BE REMOVED — SEE PLUMBING. EXISTING WASTE CLOSET TO BE REMOVED. SEE PLUMBING 12 .001". � REVIEWED FOR �C ODE COMPLIANCE APPROVED APR 1 B 2011 � ( I BUILD NG of DIVISION Tukwila DEMOLITION NOTES (CONT'D ON DRAWING A -1.2) A. PERFORMANCE CRITERIA A.A. A.B A.C. A.D. A.E. A.F. REQUIREMENTS OF STRUCTURAL WORK: DO NOT CUT EXISTING STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD — CARRYING CAPACITY OR LOAD / DEFLECTION RATING. LOADING: DO NOT SUPERIMPOSE LOADS AT ANY POINT UPON EXISTING STRUCTURE BEYOND DESIGN CAPACITY INCLUDING LOADS ATTRIBUTABLE TO MATERIALS, CONSTRUCTION EQUIPMENT, DEMOLITION OPERATIONS AND SHORING AND BRACING. VIBRATION: DO NOT USE MEANS, METHODS, TECHNIQUES OR PROCEDURES WHICH WOULD INDUCE VIBRATION INTO ANY ELEMENT OF THE STRUCTURE. FIRE: DO NOT USE MEANS, METHODS, TECHNIQUES, OR PROCEDURES WHICH WOULD PRODUCE ANY FIRE HAZARD. WATER: DO NOT USE MEANS, METHODS, TECHNIQUES OR " PROCEDURES WHICH WOULD PRODUCE EXCESSIVE WATER RUN —OFF, AND WATER POLLUTION. AIR POLLUTION: DO NOT USE MEANS, METHODS, TECHNIQUES, OR PROCEDURES WHICH WOULD PRODUCE UNCONTROLLABLE DUST, FUMES, OR OTHER DAMAGING AIR POLLUTION. B. REGULATORY REQUIREMENTS: B.A. CONFORM TO APPLICABLE CODE FOR DEMOLITION WORK, DUST CONTROL, PRODUCTS REQUIRING ELECTRICAL DISCONNECTION AND / OR RE— CONNECTION, B.B. DO NOT CLOSE OR OBSTRUCT REQUIRED EGRESS FROM ANY BLDG EXIT OR SITE EXIT. B.C. CONFORM TO APPLICABLE REGULATORY PROCEDURES WHEN HAZARDOUS OR CONTAMINATED MATERIALS ARE DISCOVERED. C. PROJECT CONDITIONS C.A. C.B. C.C. C.D. C.E. VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. PERFORM THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING WORK WITH EXTREME CARE, AND USING APPROPRIATELY —SIZED TOOLS IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING CONDITION OF STRUCTURE: OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF PORTIONS OF THE STRUCTURE TO BE DEMOLISHED. PARTIAL REMOVAL: ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED FROM THE STRUCTURE AS WORK PROGRESSES IF NOT CLAIMED BY THE OWNER. ALL SUCH SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. PROTECTION: ENSURE THE SAFE PASSAGE OF PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BLDGS, STRUCTURES, OTHER FACILITIES AND PERSONS. D. PROTECTION OF EXISTING CONSTRUCTION. D.A. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING STRUCTURE AND SHALL REPLACE OR REPAIR ALL AREAS OF DAMAGE. D.B. PERFORM CUTTING OF EXISTING CONC AND MASONRY CONSTRUCTION WITH SAWS AND CORE DRILLS. DO NOT USE EXPLOSIVES, E. SALVAGED ITEMS: E.A. THE CONTRACT DOCUMENTS INDICATE SPECIFIC MATERIALS THAT ARE TO BE REUSED IN THE FUTURE TENANT IMPROVEMENTS. THE CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL THESE ITEMS. E.B. MATERIALS SCHEDULED FOR REUSE WHICH ARE DAMAGED BY THE CONTRACTOR TO THE EXTENT THEY CANNOT BE REUSED SHALL BE REPLACED BY THE CONTRACTOR WITH EQUAL QUALITY MATERIAL AT NO ADDITIONAL COST TO THE OWNER E.C. REMOVED AND SALVAGED MATERIALS OF VALUE THAT ARE NOT DESIGNATED FOR RE —USE, UNLESS CLAIMED AS SALVAGE BY THE OWNER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE LEGALLY DISPOSED OF OFF —SITE. R�� E.D. THE OWNER WILL REMOVE, OR UNDER SEPARATE CONTRACT, HAVE CITY OF I U LA ALL MATERIALS AND EQUIPMENT WHICH THE OWNER REQUIRES REMOVED_ 2011 PRIOR TO THE WORK UNDER THIS SECTION BEGINS. PERMIT CENTER L! \2010 \10 -17 5 \CD's \Resubmittal\ I REVISIONS BY Z w �w z`��� n LL 0 _ z c� H w_ U D -- Ck 00- z< OW r U U � Z X 0� CfJ U ° COLUMBIA, CA 95310 10224 REGISTER ARCHITE THEODORE J. BRANDVOLD STATE OF WASHINGTON w Z I- Qc 00 W 00 O` a_ Q W >< O � 0 Z sL < 0 O 0 I— DEMO. FLOOR PLAN DRAWN SLW CHECKED TJB DATE 12/16/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 1 ■ 1 OF SHEETS 3/17/2011 4:18 PM DEMOLITION CEILING PLAN SCALE: 1/8" = / \I LL__9 1/ \I L__v 1 I / \ I 1/ \I L__9 \\/1 I V 1 ,\ 1 1 / \ I 1/ \I L_ -9 I V 1 1 /\ 1 I/ \I L__9 k ` /1 v 1 ,\ \1 L L L L L -- \ 11 ‘vi I ,\ 1 , \ I / \I CL - -yL L L L C - -i I`\ /1 I V I /\ 1 / \ 1 / \I L L LL - -yL L r IT -r r r IA \ /11 I\ 11 V` J I V 1 / \\ I /` ■ 1 \1 / \I I/ \I __ L9 L__1 r r r r r r r r r r r r r r L- -- L--- L--- L--- L--- r--- r-- -r -- r -- r---r---r---r---r---r---r-- S--7 -i r r - L L L 1___J___1___1___J \ / V 1 /\ 1 I/ \ \I _J- __1t== yJ___1___J J J J 1 1 1 _1 1 I 1 I I \I V ✓ F r r r r T \ \ //I V ,\ 1 J J J J J J J J J J 1 t 1 - -- 1 - -- _ = - --="'I i 7 7 1 \\ 1 7` - -,7 1 7 1\ \ \ \ \I I- \1 7 I ,1 1 I \ 1 I \ I 1 1 1 1 --1 l \ 1 1 \ \ 1 I 1 \I 1 LL - --`L L_ LL - - -L _ r r r r r r r1 7 7 7 7 7 7 7 1`) 1 7 7 7 1`) 7 7 T T 1 1 L„-r- - -r' 1 7 1 /r 7 1 T T T L__L___ L___ L___ S i C \ 1 \ 1 \ I \ 1 \ 1 \1 \I \1 \I LL - -- L L L - -,'L _ 1 V /\ I I /\ I I / \ I I / \ I I, \I 1/ \I - -r--- r r r r i1 \V ' 1 ,\ 1 1, \ 11 /1 r r r r- -c N L___L L L L L L I C) ) O C) C) O C) C) 1/ rI L__9 KEYNOTES 0 REMOVE ALL EXISTING CEILING SUPPORT /GRID SYSTEM, CEILING TILES, LIGHT FIXTURES, HVAC SUPPLY AND RETURN REGISTERS, AND ALL ASSOCIATED ELECTRICAL AND MECHANICAL DEVICES. DISPOSE OF SUPPORT /GRID SYSTEM AND CEILING TILES. SALVAGE ALL FIXTURES AND DEVICES FOR POSSIBLE REUSE /REINSTALLATION AS DIRECTED BY THE GENERAL CONTRACTOR. EXISTING EXPOSED ROOF STRUCTURE ABOVE EXISTING FLUORESCENT LIGHT FIXTURE TO REMAIN — SEE ELECTRICAL. EXISTING LIGHT FIXTURE TO BE REMOVED — SEE ELECTRICAL AND NOTE 1 ABOVE. FIRE SPRINKLER RISER LOCATION. ROOF ACCESS LADDER, SEE DETAIL ROOF ACCESS HATCH ABOVE. ADJACENT TENANT SUITE - NO WORK. STRUCTURAL SUPPORT COLUMN - SEE STRUCTURAL. VERIFY EXACT LOCATION. EXISTING HVAC SYSTEM REGISTER TO BE REMOVED — SEE MECHANICAL AND NOTE 1 ABOVE, EXISTING CEILING GRID SYSTEM TO REMAIN 1 REVIEWED FOR ODE COMPLIANCE APPROVED APR 18 2011 � Tukwila City of T ui BUILDING DIVISI0 A DEMOLITION NOTES (CONTD FROM DRAWING A -1.1) F. PREPARATION: F.A. ERECT AND MAINTAIN WEATHERPROOF CLOSURES ON EXTERIOR OPENINGS F.B. PROTECT EXISTING MATERIALS THAT ARE NOT TO BE DEMOLISHED. PROVIDE ADEQUATE PROTECTION OF OTHER WORK DURING SELECTIVE DEMOLITION TO PREVENT DAMAGE AND PROVIDE PROTECTION OF THE WORK FROM ADVERSE WEATHER EXPOSURE. F.C. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. F.D. MARK LOCATIONS AND TERMINATIONS OF UTILITIES, F.E. PROVIDE APPROPRIATE TEMPORARY SIGNAGE INCLUDING SIGNAGE FOR EXIT OR BUILDING EGRESS. G. PROCEDURE: G.A. EMPLOY ONLY SKILLED WORKERS TO PERFORM SELECTIVE DEMOLITION G.B. CUT WORK BY METHODS LEAST LIKELY TO DAMAGE ADJACENT CONSTRUCTION TO REMAIN. G.C. WHERE PHYSICAL CUTTING ACTION IS REQUIRED, CUT WORK WITH SAWING AND GRINDING TOOLS, NOT WITH HAMMERING AND CHOPPING TOOLS. CORE DRILL OPENINGS IN EXISTING MASONRY AND CONCRETE WORK AS NOTED ABOVE. G.D. WHERE SELECTIVE DEMOLITION IS TERMINATED AT A SURFACE OR FINISH TO REMAIN, COMPLETELY REMOVE TRACES OF MATERIAL SELECTIVELY DEMOLISHED, INCLUDING MORTAR BEDS. PROVIDE SMOOTH, EVEN SUBSTRATE TRANSITION. H. DEMOLITION H.A. REMOVE EXISTING CONSTRUCTION AND EQUIPMENT INDICATED ON THE DRAWINGS H.B. DISCONNECT, REMOVE, AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS WHERE INDICATED ON DRAWINGS. H.C. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER. PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS. H.D. LEGALLY REMOVE AND DISPOSE OF DEMOLISHED MATERIALS FROM SITE EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. DO NOT BURN OR BURY MATERIALS ON SITE. H.E. REMOVE MATERIALS AS DEMOLITION PROGRESSES. UPON COMPLETION OF DEMOLITION, LEAVE AREAS IN CLEAN CONDITION. H.F. REMOVE TEMPORARY FACILITIES. H.G. REMOVE, STORE, AND PROTECT MATERIALS, INDICATED ON DRAWINGS, FOR READY REINSTALLATION. I. POLLUTION CONTROLS I.A. USE TEMPORARY ENCLOSURES OR OTHER SUITABLE METHODS AS REQUIRED TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR TO THE LOWEST PRACTICAL LEVEL. I.B. COMPLY WITH GOVERNING AUTHORITIES PERTAINING TO ENVIRONMENTAL PROTECTION I,C. CLEAN ADJACENT PORTION OF STRUCTURE OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY OWNER, AND GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITIONS EXISTING PRIOR TO START OF THE WORK. 02.6 CLA MAR 2S 2011 PERMIT CENTER L: \2010 \10 - 175 \CD's \Resubmittal\ REVISIONS BY W CC NIP P.O. BOX 1134 COLUMBIA, CA 95310 24 REGISTERE ARCHITEC THEODORE J. BRANDVOLD STATE OF WASHINGTON 1 DEMO. CLG. PLAN DRAWN SLW CHECKED TJB DATE 1/7/11 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 1 ■ 2 OF SHEETS 3/17/2011 9:45 PM AIIMML NOTED FLOOR PLAN SCALE: 1/8" = 1' -0" ENLARGED PLAN CT SCAN td 35 &(s onl&y, /to O6.6A-....Z ADJ T SUITE N.I.C. . .1 MEN'S MEN'S' R.R. R.. 123 • 124 v 1 REVIEWED FOR CODE COMPLIANCE , APPROVED Ad's 18 2011 City of Tukwila BUILDINGDIVISIO! 0 KEYNOTES 1 1 J 0 0 0 0 0 0 O 0 0 0 14 15 PLASTIC LAMINATE CASEWORK, TYPICAL. SEE INTERIOR ELEVATIONS. FURNITURE AND EQUIPMENT SHOWN DASHED IS N.I.C., TYPICAL. PROVIDE SIGN ABOVE DOOR: THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS." AND DECAL INDICATING HANDICAP ACCESSIBILITY PER CITY REQUIREMENTS. EXISTING STRUCTURAL COLUMN TO REMAIN, TYPICAL. WATER HEATER, SEE PLUMBING. HIGH —LOW DRINKING FOUNTAIN. SEE DETAIL AND PLUMBING REFRIGERATOR BY OWNER, PROVIDE COLD WATER FOR ICEMAKER. VERIFY SIZE PRIOR TO FABRICATION OF CABINETS. SEE PLUMBING AND ELECTRICAL. WALL HUNG TELEVISION BY OWNER. PROVIDE CATV AND POWER — SEE ELCTRICAL PROVIDE WALL BLOCKING PER DETAIL EXISTING ROOF ACCESS LADDER COPY MACHINE, BY OWNER — SEE ELECTRICAL FOR POWER REQUIREMENTS EXISTING FIRE SPRINKLER RISER LOCATION EXISTING ROOF ACCESS HATCH ABOVE. EXISTING ALUMINUM STOREFRONT DOORS TO BE REMOVED. PROVIDE NEW STOREFRONT WINDOW SYSTEM AS REQUIRED TO MATCH EXISTING. PROVIDE NEW 3' -0" WIDE STOREFRONT DOOR IN EXISTING ALUMINUM STOREFRONT SYSTEM. MODIFY EXISTING STOREFRONT SYSTEM AS REQUIRED TO MATCH EXISTING. DOOR HEIGHT TO MATCH EXISTING, ADJACENT STOREFRONT DOORS. SEE DOOR SCHEDULE. EXISTING PLUMBING FIXTURE TO REMAIN ENVELOPE REQUIREMENTS AA' r -1 1 ii 11 1 ■ 1 PER THE 2006 WASHINGTON STATE ENERGY CODE, THE FOLLOWING ENERGY COMPLIANCE ENVELPE REQUIREMENTS MUST BE MET: ROOF OVER ATTIC ALL OTHER ROOF OPAQUE WALLS R —VALUE R -30 R -21 R -0.1 MAXIMUM U— FACTOR VERTICAL GLAZING 0.550 VERTICAL / OVERHEAD GLAZING MAXIMUM SHGC 0.450 INSULATION SCHEDULE PROVIDE OWENS CORNING UNFACED BATT INSULATION AT THE FOLLOWING LOCATIONS: INTERIOR WALL: ROOF INSULATION: R -11 UNFACED BATTS EXISITNG R -30 UNFACED BATTS atNutn MAR 2 -.1 2011 PERMIT CENTER ARCHITECTURAL SYMBOL LEGEND DRAWING TITLE NORTH ARROW NORTH DRAWING I.D. FLOOR PLAN r lr 11" lr 11" 1r 1r 11- r 1r 1r 11- 1 SCALE: 1/8" = 1' -0" LDRAWING SCALE SECTION SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED DETAIL (ENLARGEMENT) AREA TO BE ENLARGED DETAIL I.D. 1 NUMBER SHEET WHERE DETAIL IS LOCATED DETAIL SECTION I.D. NUMBER SHEET WHERE DETAIL IS LOCATED ELEVATION SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED ELEVATION HEIGHT ELEVATION HEIGHT REFERENCE POINT + 0'0" FINISH FLOOR ROOM NUMBER ROOM NAME YYY ROOM DESIGNATION ROOM IDENTIFICATION NUMBER REVISIONS ADDENDUM NUMBER REVISED AREA CLOUDED DOOR NUMBER DOOR NUMBER DESIGNATION • KEYED NOTES KEYED NOTE DESIGNATION ON APPLICABLE SHEET 0 WINDOW NUMBER WINDOW NUMBER DESIGNATION L: \2010 \10 -17 5 \CD's \Resubmittal\ J REVISIONS BY TUCKWILA REV, 3/17/11 SW GE W W U Z V) 161 w M T O J } - N W ZIn O zsa:—;' w2= U =$3 C/ o0 J cf) Q Z< Q OI Z Om U° COLUMBIA, CA 95310 10224 REGISTERE ARCHITEC T EODORE J. BRANDVOLD STATE OF WASHINGTON mo W Z • V) co < co w SZ CO CZ o` Q W • < Z �G < 0 O 0 ~' FLOOR PLAN ♦ DRAWN SLW CHECKED TJB DATE 12/16/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 2 ■ 0 OF SHEETS 3/22/2011 5 :05 PM €), • tab • PH' ;, b ■M P ENLARGED PLAN VAULT ENLARGED PLAN CT SCAN CT SCAN BLOCK STOR. VAULT CONTROL DOSIMETRY (E) OD UNISEX 13' -1" PROCEDURE (E) BREAK ROOM Co 0 ,I 0 FUTURE DEVELOPMENT 137 8' -10" • r HALL 119 HALL • 0 A -2.3 ENLARGED PLAN 0 LOCKER /TOILET 000: HALL OFFICE OFFICE ,I F-1 r___I 1 --1 1 11 1 1 1 ADMINISTRATION 11 II I 1. 1 11 LLI - ti11J DIMENSIONED FLOOR PLAN SCALE: 1/8" = 1' -0" 3' -O" LOBBY 100 r -� 1 1 r J1L 1 _ 111 1 I11 _JU 1 111 1 III L -JT 1 111 1 111 L_JL 1 111 1 111 L_JU 111 1 111 F Tn 1r- -1r it - --Ir - 11 11 11 11 11 11 11 11 11 it 11 11 11 JLJLJLJL JI. Jl. �r j� ��_ -J ADJACENT SUITE N.I.C. ARCHITECTURAL GENERAL NOTES 2. a 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, CONTRACTOR SHALL NOTIFY ARCHITECT. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIP TO BE FURNISHED BY OWNER OR OTHERS WITH MANUFACTURER OR SUPPLIER BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECH. EQUIP AND WORK WITH CONTRACTORS INVOLVED. ERRORS AND / OR OMISSIONS IN ROOM FINISH SCHED AND DOOR SCHED DO NOT RELIEVE THE CONTRACTOR FROM WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. CEILING HEIGHTS INDICATED ON THE REFLECTED CEILING PLANS ARE TAKEN FROM THE FINISH SLAB ELEVATIONS. ALL FRAMING DIMENSIONS ON PLAN, UNLESS NOTED OTHERWISE, ARE TO THE CENTERLINE OF STUD FRAMING, TO THE FACE OF CORRIDOR GYP BD, AND TO THE FACE OF THE EXT EDGE OF THE BUILDING SLAB. IN LOCATIING GLASS IN HM FRAMES, THE DIMENSIONS ARE TO THE FINISH HM FRAMES. FURNISH AND INSTALL MTL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYP BD PROVIDE MTL CASING BEADS WHERE GYP BD INTERSECTS OTHER MATERIALS. SEAL AROUND CONDUIT AND PIPE PENETRATIONS IN ONE HOUR WALLS AROUND HAZARDOUS AREAS AS REQD TO ACHIEVE SPECIFIED WALL RATING. PROVIDE VERTICAL BLOCKING (AND HORIZONTAL) AS REQD FOR EACH SIDE OF REQD GYP BD PLATES IF REQD. FOR DUCT PENETRATIONS IN WALLS OTHER THAN ONE HOUR WALLS AROUND HAZARDOUS AREAS, SEAL GAPS WITH GYPSUM JOINT COMPOUND AND TAPE FOR GAPS LESS THAN TIGHTLY PACK GAPS BETWEEN AND WITH FIRE SAFING INSULATION. GAPS LARGER THAN ARE NOT ALLOWED. SEAL ALL EDGES AND PENETRATIONS AROUND THE PERIMETER AND INTERIOR OF ALL CABINETS, EXPOSED PLUMBING AND DOOR FRAMES. COORDINATE ROUGH -INS AND STUD WALL FRAMING LOCATIONS TO PROVIDE CLEARANCE FROM THE CENTERLINE OF EACH WATER CLOSET BOWLS TO THE ADJACENT SIDE WALL FINISH SURFACE AND A MINIMUM OF 15 FROM THE CENTERLINE OF WALL- MOUNTED SINK TO THE ADJACENT SIDE WALL FINISH SURFACES, UNLESS NOTED OTHERWISE. INSTALL BLOCKING BEHIND, BUT NOT LIMITED TO, CUBICLE CURTAIN TRACKS, T.V. BRACKETS, HANDRAILS, CORNER GUARDS, TOILET ACCESSORIES, GRAB BARS, OVERHEAD CABINETRY, WRITING COUNTERS, MILLWORK KNEE BRACES, SHELVING, AND ALL MISC INTERIOR WALL -HUNG EQUIP. BLOCKING FOR HANDRAILS, GRAB BARS AND VANITIES SHALL BE ADEQUATE TO SUPPORT A MINIMUM OF 250 LBS OF BOTH VERTICAL AND / OR HORIZONTAL LOADING OFR A MINIMUM OF 15 MINUTES. SCOPE OF WORK TO INCLUDE BATT INSULATION AT EXTERIOR WALLS AND BATT INSULATION AT ATTIC (ON TOP OF ALL FINI H CEILING). EVIEWED FOR L.ODE COMPLIANC APPROVED APR 18 2011 City of Tukwila EUIi WING DIVI^InA WALL LEGEND EXISTING WALL TO REMAIN INTERIOR WALL - 3 -5/8" PARTIAL HEIGHT 3 -5/8" X 20 GA STEEL STUDS @ 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE. R -11 SOUND ATTENUATION BATT INSULATION - 3 -1/2" THICK BRACE WALLS WITH 3 -5/8' X 20 GA. STEEL BRACES 0 4' -0" O.C. TO STRUCTURE ABOVE. INTERIOR WALL - 6" PARTIAL HEIGHT 6" X 20 GA. STEEL STUDS 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE. R -11 SOUND ATTENUATION BATT INSULATION - 3 -1/2" THICK BRACE WALLS WITH 3-5/8- X 20 GA. STEEL BRACES ® 4' -0" O.C. TO STRUCTURE ABOVE. INTERIOR WALL 6" PARTIAL HEIGHT WITH LEAD SHIELDING 6" X 16 GA. STEEL STUDS 0 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE TO +10' -0" A.F.F. R -11 SOUND ATTENUATION BATT INSULATION - 3 -1/2 THICK WALL FRAMING FROM FLOOR TO + 10' -6" A.F.F. LEAD SHEILDING TO +7' -0 A.F.F. SEE DETAILS 4, 5, 6, 7/A -8.1 SIM INTERIOR WALL - 3 -5/8" PARTIAL HEIGHT WITH LEAD SHIELDING 3 -5/8" X 16 GA. STEEL STUDS 0 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE TO +10' -0" A.F.F. R -11 SOUND ATTENUATION BATT INSULATION - 3 -1/2" THICK WALL FRAMING FROM FLOOR TO + 10' -6" A.F.F. LEAD SHEILDING TO +7' -0 A.F.F. SEE DETAILS 4, 5, 6, 7 /A -al SIM FURRED WALL 3 -5/8" 3 -5/8" X 20 GA. STEEL STUDS 0 16" ON CENTER 5/8 TYPE 'X' GYPSUM BOARD 0 INTERIOR FACE WALL FRAMING, GYPSUM BOARD AND INSULATON TO 6" ABOVE ADJACENT CEILING FURRED WALL - 6" 6" X 20 GA. STEEL STUDS @ 16" ON CENTER 5/8" TYPE 'X' GYPSUM BOARD @ INTERIOR FACE WALL FRAMING, GYPSUM BOARD AND INSULATON TO 6" ABOVE ADJACENT CEILING aV74\11 02_,JA SIM CITR4 M o I4 vs 2011 PERMIT C L, \2010 \10 - 175 \CD's \Resubmittal\ REVISIONS BY NIP NIP Z_ �W cry 3 Z OZ°o Q� � - wINz F= �N3 1- J n Z> w O U z 0 U P.O. BOX 1134 COLUMBIA, CA 95310 0224 REGISTER ARCHITEC THEODORE J. BRANDVOLD STATE OF WASHINGTON 11 W- 4'-. 67 a_ Q w > J_ run z • %Mai < U O = O � CV sigstriJ DIM. FLR. PLAN DRAWN SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 2 ■ 1 OF SHEETS 3/17/2011 4;54 PM 1 (E) UNISEX FUTURE DEVELOPMENT Gl ■�T171i ■ ■irr• mill I4I ■<<a,2a ■; ■E`—`- `mill 1 1■ 111+7+111 ■;, ■1IiFZlu ■I Ix r/i, IL : ::J■ 0 ■Il eeeil lh LA OIL 11 lI%/ I■ ■f191 ■ ■, ■ ■fl ■ ■1 �'I ■I ■IU ■■ ■; ■1�11tJ■■I t ■�■ ■ ■■ ■■■■ ■■I ADJACENT SUITE N.I.C. €) FLOOR FINISH PLAN SCALE: I/8" = I' -0' SCALE: 1/8" - 1� —o" 1 . \2010 \10 - 175 \CD's \Resubmittal\ FLOOR FINISH NOTES 1. REFER TO DRAWING A -7.1 FOR ROOM FINISH SCHEDULE /SPECIFICATIONS 2. FLOOR FINISH PATTERN PLAN DOES NOT DELINIATE ALL ROOMS AND ONLY ILLUSTRATES AREAS AREAS WITH MULTIPLE FLOOR FINISHES. REFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISHES OF ALL AREAS NOT INDICATED HEREIN. 3. CONTRACTOR SHALL COORDINATE EXACT MOUNTING LOCATIONS OF ALL ROOF VENT /FLUE PENETRATIONS WITH ARCHITECT PRIOR TO PLACEMENT 4. REFER TO M.E.P. DRAWINGS FOR ALL EQUIPMENT CURBS AND MOUNTING DETAILS FLOOR FINISH LEGEND VINYL WOOD FLOORING VINYL COMPOSITION TILE CARPET TILE PORCELIN TILE SEALED CONCRETE REVIEWED FOR CODE COMPLIANCE APPROVED APR 1 8 2011 City of Tukwila BUILDING CrrRVAu► MAR TS 2011 PERMIT CENTER REVISIONS BY NIP J FRO W U Z NFL w`MU W N Z0 ; 0_a �4° 1— w= U= 3 V) Z > o Ow UW • cg U • m O= U oo 0224 REGISTE ARCHITE THEODORE J. BRANDVOLD STATE OF WASHINGTON uJ Z ( o00 W ,- sz CO 12 QQ W > < 0 z� <CU O� 0 I- N FLR. FIN. PLAN DRAWN SLW CHECKED TJB DATE 10/22/1 0 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 2 ■ 2 OF SHEETS 3/10/2011 5:48 PM 1 A TYPICAL RESTROOM WOMEN'S RESTROOM 117 - WEST /OPP. HAND WOMEN'S RESTROOM 118 - WEST MEN'S RESTROOM 123 - EAST MEN'S RESTROOM 124 - EAST /OPP. HAND A5 UNISEX RESTROOM 113 WEST TYPICAL RESTROOM 2 WOMEN'S RESTROOM 117 - SOUTH /OPP. HAND WOMEN'S RESTROOM 118 - NORTH MEN'S RESTROOM 123 - SOUTH MEN'S RESTROOM 124 - NORTH /OPP. HAND O UNISEX RESTROOM 113 6 �1' -6" 3 TYPICAL RESTROOM WOMEN'S RESTROOM 117 EAST /OPP, HAND WOMEN'S RESTROOM 118 - EAST MEN'S RESTROOM 123 - WEST MEN'S RESTROOM 124 WEST /OPP, HAND y � a Q' A> MOUNT SHEET. A 2 ■ 3 OF SHEETS CD 0 ON ANGLE D , EQ. EQ. --1 1/2" 5' -0" TYPICAL RESTROOM 2 WOMEN'S RESTROOM 117 - SOUTH /OPP. HAND WOMEN'S RESTROOM 118 - NORTH MEN'S RESTROOM 123 - SOUTH MEN'S RESTROOM 124 - NORTH /OPP. HAND O UNISEX RESTROOM 113 6 �1' -6" 3 TYPICAL RESTROOM WOMEN'S RESTROOM 117 EAST /OPP, HAND WOMEN'S RESTROOM 118 - EAST MEN'S RESTROOM 123 - WEST MEN'S RESTROOM 124 WEST /OPP, HAND UNISEX RESTROOM 113 7 EAST A9 TYPICAL CHANGING ROOM CHANGING ROOM 114 - EAST - OPP HAND CHANGING ROOM 115 - EAST CHANGING ROOM 127 - WEST CHANGING ROOM 128 - WEST - OPP HAND o T 12 y � a Q' I "■ � rla SHEET. A 2 ■ 3 OF SHEETS CD 0 • D , n n 1f ij ° 1' -6" , EQ. EQ. , 1' -6" 1 UNISEX RESTROOM 113 7 EAST A9 TYPICAL CHANGING ROOM CHANGING ROOM 114 - EAST - OPP HAND CHANGING ROOM 115 - EAST CHANGING ROOM 127 - WEST CHANGING ROOM 128 - WEST - OPP HAND o T 12 CHECKED TJB Q' I "■ � a SHEET. A 2 ■ 3 OF SHEETS CD 0 • D , t•'�i.#Ar... ,,,... •,,,_ ' 1, 1' -6" , EQ. , EQ. , 3' -0" J 2 EQ. SP. n11 UNISEX RESTROOM 122 EAST s O I CO 5 EQUAL SPACES �\EQ. m 3' -1 1/2" \\ 3 EQ. SP. 3' -71/2" (-EQ. TYPICAL LOCKERS 10 LOCKERS 116 - EAST LOCKERS 125 WEST UNISEX RESTROOM 122 12 SOUTH 2 EQ. SP. TYPICAL RESTROOM 4 WOMEN'S RESTROOM 117 - NORTH /OPP. HAND WOMEN'S RESTROOM 118 - SOUTH MEN'S RESTROOM 123 - NORTH MEN'S RESTROOM 124 - SOUTH /OPP. HAND AH UNISEX RESTROOM 113 8 SOUT 4, -4" 2' -8 c A UNISEX RESTROOM 122 13 WEST O A UNISEX RESTROOM 122 NORTH SEE PLAN DIMS DRAWING A -2.1 A 1' -6" 5' -3" 17' -9" SEE PLAN DIMS DRAWING A-2.1 7 CHG. MECH. 8' -a" LOCKERS 125 4' -10" 0 4 " -0" Orr" / ti r 'i r ��_,__ 'V' V' IP'' V∎ ,I,IIV��, 11∎∎ ∎•■∎ ∎•••∎ ∎ ∎ ∎ ∎ ∎■•∎O ∎O ■4,7 HALL 119 r ,I O (• sI 0 < I J U CV I 0 4' -10" LOCKERS 116 TYP CHANGING ROOMS N.0 SEE PLAN DIMS DRAWING A -2.1 6' -9 5, -4" 1 REVIEWED FOR 'CODE COMPLIANCE .4 APPROVED APR 18 2011 City of Tukwila BUILDINr nilhIRink! CIrrwNSILA ..MAR Ti 2011 PERMIT CENTER 1 CO ENLARGED PLAN AT LOCKER / TOILET AREA INTERIOR ELEVATION NOTES SCALE: 1/4" = 1' -0" TOILET ROOM SCHEDULE ` LOCKER / TOILET AREA INTERIOR ELEVATIONS L: \2010 \10 -17 5 \CD's \Resubmittal\ SCALE: 3/8" = 1=0" 1. SEE DRAWING A -10 & A -2.0 FOR ALL GENERAL CONSTRUCTION NOTES 2. SEE DRAWING A -7.1 FOR INTERIOR FINISH SCHEDULE AND SPECIFICATIONS a SEE DRAWING A -2.1 FOR ALL FLOOR PLAN DIMENSIONS 4. SEE DETAIL A-8.) FOR ALL REQUIRED ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES A -8.0 5, SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIED FIXTURES NOT INDICATED ON THIS DRAWING. KEYNOTES PAINTED GYPSUM BOARD, SMOOTH FINISH - SEE FINISH SCHEDULE DOOR, TYPICAL - SEE DOOR SCHEDULE WATER CLOSET, TYPICAL SEE PLUMBING LAVATORY, TYPICAL - SEE PLUMBING WALL SCONSE, TYPICAL SEE ELECTRICAL GFI ELECTRICAL OUTLET - SEE ELECTRICAL CERAMIC TILE WAINSCOT, TYPICAL - SEE FINISH SPECIFICATIONS CERAMIC TILE BASE, TYPICAL SEE FINISH SPECIFICATIONS HIGH -LOW DRINKING FOUNTAIN - SEE PLUMBING DRAWINGS AND DETAIL WATER HEATER SEE PLUMBING DRAWINGS ACCESSIBLE SIGNAGE, SEE DETAIL 3 A -8.0 MIRROR - BY OWNER ITEM MAKE & MODEL DESCRIPTION REMARKS BOBRICK B -5806 36" BOBRICK B -5806 42" BRADLEY 5402 BOBRICK B -822 BOBRICK B -262 BOBRICK B -221 BOBRICK B -2111 BOBRICK B -26212 BOBRICK B -5806 18" GRAB BAR GRAB BAR DUAL ROLL SURFACE MOUNTED TLT. PAPER DISPENSER COUNTER MOUNTED LIQUID SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED TLT. SEAT COVER DISPENSER SURFACE MOUNTED LIQUID SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER GRAB BAR MOUNT 33" TO C.L. OF BAR MOUNT 33" TO C.L. OF BAR MOUNT 20" TO C.L. MOUNT TO COUNTER TOP MOUNT 40" TO C.L. OF DISPENSER MOUNT 40" TO TOP OF OPENING MOUNT 40" TO C.L. OF VALVE MOUNT 40" TO C.L. OF DISPENSER MOUNT 31" TO C.L. OF BAR 0 REVISIONS TUCKWILA REV, 3/17/11 BY SW P.O. BOX 1134 COLUMBIA, CA 95310 10224 REGI ARC ERED ITECT THEODORE J. BRANDVOLD STATE OF WASHINGTON w Z mom ENLARG. PLAN DRAWN SLW CHECKED TJB DATE 10/22/10 I "■ � a SHEET. A 2 ■ 3 OF SHEETS - D , t•'�i.#Ar... ,,,... •,,,_ ' r,„„ / 2' -0" , EQ. , EQ. 5-0. 2 EQ. SP. TYPICAL RESTROOM 4 WOMEN'S RESTROOM 117 - NORTH /OPP. HAND WOMEN'S RESTROOM 118 - SOUTH MEN'S RESTROOM 123 - NORTH MEN'S RESTROOM 124 - SOUTH /OPP. HAND AH UNISEX RESTROOM 113 8 SOUT 4, -4" 2' -8 c A UNISEX RESTROOM 122 13 WEST O A UNISEX RESTROOM 122 NORTH SEE PLAN DIMS DRAWING A -2.1 A 1' -6" 5' -3" 17' -9" SEE PLAN DIMS DRAWING A-2.1 7 CHG. MECH. 8' -a" LOCKERS 125 4' -10" 0 4 " -0" Orr" / ti r 'i r ��_,__ 'V' V' IP'' V∎ ,I,IIV��, 11∎∎ ∎•■∎ ∎•••∎ ∎ ∎ ∎ ∎ ∎■•∎O ∎O ■4,7 HALL 119 r ,I O (• sI 0 < I J U CV I 0 4' -10" LOCKERS 116 TYP CHANGING ROOMS N.0 SEE PLAN DIMS DRAWING A -2.1 6' -9 5, -4" 1 REVIEWED FOR 'CODE COMPLIANCE .4 APPROVED APR 18 2011 City of Tukwila BUILDINr nilhIRink! CIrrwNSILA ..MAR Ti 2011 PERMIT CENTER 1 CO ENLARGED PLAN AT LOCKER / TOILET AREA INTERIOR ELEVATION NOTES SCALE: 1/4" = 1' -0" TOILET ROOM SCHEDULE ` LOCKER / TOILET AREA INTERIOR ELEVATIONS L: \2010 \10 -17 5 \CD's \Resubmittal\ SCALE: 3/8" = 1=0" 1. SEE DRAWING A -10 & A -2.0 FOR ALL GENERAL CONSTRUCTION NOTES 2. SEE DRAWING A -7.1 FOR INTERIOR FINISH SCHEDULE AND SPECIFICATIONS a SEE DRAWING A -2.1 FOR ALL FLOOR PLAN DIMENSIONS 4. SEE DETAIL A-8.) FOR ALL REQUIRED ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES A -8.0 5, SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIED FIXTURES NOT INDICATED ON THIS DRAWING. KEYNOTES PAINTED GYPSUM BOARD, SMOOTH FINISH - SEE FINISH SCHEDULE DOOR, TYPICAL - SEE DOOR SCHEDULE WATER CLOSET, TYPICAL SEE PLUMBING LAVATORY, TYPICAL - SEE PLUMBING WALL SCONSE, TYPICAL SEE ELECTRICAL GFI ELECTRICAL OUTLET - SEE ELECTRICAL CERAMIC TILE WAINSCOT, TYPICAL - SEE FINISH SPECIFICATIONS CERAMIC TILE BASE, TYPICAL SEE FINISH SPECIFICATIONS HIGH -LOW DRINKING FOUNTAIN - SEE PLUMBING DRAWINGS AND DETAIL WATER HEATER SEE PLUMBING DRAWINGS ACCESSIBLE SIGNAGE, SEE DETAIL 3 A -8.0 MIRROR - BY OWNER ITEM MAKE & MODEL DESCRIPTION REMARKS BOBRICK B -5806 36" BOBRICK B -5806 42" BRADLEY 5402 BOBRICK B -822 BOBRICK B -262 BOBRICK B -221 BOBRICK B -2111 BOBRICK B -26212 BOBRICK B -5806 18" GRAB BAR GRAB BAR DUAL ROLL SURFACE MOUNTED TLT. PAPER DISPENSER COUNTER MOUNTED LIQUID SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER SURFACE MOUNTED TLT. SEAT COVER DISPENSER SURFACE MOUNTED LIQUID SOAP DISPENSER SURFACE MOUNTED PAPER TOWEL DISPENSER GRAB BAR MOUNT 33" TO C.L. OF BAR MOUNT 33" TO C.L. OF BAR MOUNT 20" TO C.L. MOUNT TO COUNTER TOP MOUNT 40" TO C.L. OF DISPENSER MOUNT 40" TO TOP OF OPENING MOUNT 40" TO C.L. OF VALVE MOUNT 40" TO C.L. OF DISPENSER MOUNT 31" TO C.L. OF BAR 0 REVISIONS TUCKWILA REV, 3/17/11 BY SW P.O. BOX 1134 COLUMBIA, CA 95310 10224 REGI ARC ERED ITECT THEODORE J. BRANDVOLD STATE OF WASHINGTON w Z mom ENLARG. PLAN DRAWN SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET. A 2 ■ 3 OF SHEETS 3/22/2011 1:12 PM ft O I CO / 3' -0" 36' -0" 4' -0" 22' -0" 3' -6" 3' -6" c) Co I !O 4• ' d •v CO J • • J VAULT 134 • :v i i BLOCK STORAGE 133 1 CO 1 N 5' -10" HALL 132 6' -0" EQUAL QUAL •• frAy O ' Z./V/4 v' v • 4 • •d 'v• ft ft CO CO //,/i77/r/r 0 1 viiir i ,,,, ,r- <ID CD VAULT — CONTROL 131 /31 /3/03"/"7/3,///7/3/17/1 CLEAR 13' -4" DOSIMETRY 130 17' -4" 44' -10" ENLARGED PLAN AT VAULT / VAULT CONTROL AREA SCALE: 1/4" = 1' -0" VARIAN CLINAC LINEAR ACCELERATOR COMPONENTS CLINAC ELECTRONICS CABINET LOG PRINTER IN —ROOM MONITOR CLINAC DUAL ENERGY STAND / GANTRY ASSEMBLY EXACT REATMENT COUCH MODULATOR CABINET DUAL ENERGY CLINAC VEO BASE FRAME WORKSTATION MOUSE WORKSTATION KEYBOARD WORKSTATION COMPUTER WORKSTATION MONITOR WORKSTATION PRINTER UN— INTERRUPTABLE POWER SUPPLY SERVER COMPUTER MONITOR T— SWITCH CLINAC CONSOLE CABINET CLINAC CONSOLE CABINET MLC DIGITIZER MLC CONTROLLER MLC LINE CONDITIONER PV VIDEO IMAGER PV OPTICAL DISK DRIVE PV IMAGE INTERFACE PV FILM DIGITIZER PV TERMAL VIDEO PRINTER CONTROL FOOT SWITCH OB / TRILOGY - H.F. GENERATOR PAX -SCAN IMAGE COMMAND PROCESSOR 4D INTEGRATED TREATMENT CONSOLE VARIAN COMPUTER CABINET *1 VARIAN COMPUTER CABINET *2 4DITC MONITOR BRACKET KVM SWITCH FOR DITC 4DITC LCD TREATMENT CONSOLE MONITORS CT SCAN 136 6' -0" CT CONTROL 135 ,f. ) ENLARGED PLAN AT CT SCAN AREA CT SCAN COMPONENTS CO \ \ !,C REVIEWED FOR j ODE COMPLIANC E APPROVED APR 18 2011 City of Tukwila BUILDING DIVISION" SCALE: 1/4" = 1' -0" CT SCAN EQUIPMENT GENERAL NOTES CT SCANNER GANTRY GT 2000 PATIENT TABLE WITH EXTENDED TABLE TOP OPERATORS COSOLE / COMPUTER POWER DISTRIBUTION UNIT VIRTUAL SIMULATION WORKSTATION - MONITOR, PC, KEYBOARD AND MOUSE OVERHEAD, MOVABLE PATIENT POSITION LASER SIDE, MOVABLE PATIENT POSITION LASER KEYPAD KEYNOTES 0 PLASTIC LAMINATE CASEWORK — SEE INTERIOR ELEVATIONS O SINK SEE PLUMBING O LEAD LINED WINDOW — SEE WINDOW SCHEDULE ON DRAWING A -7.0 O LEAD LINED DOOR — SEE DOOR SCHEDULE ON DRAWING A -7.0 1. AT ALL WALL OR CLG MTD EQUIP ITEMS, DO NOT USE CONCRETE OR MASONRY ANCHORS IN DIRECT TENSION. 2. ALL UNITS THAT ARE WALL MOUNTED OR WALL SUPPORTED ARE TO BE PROVIDED WITH SUPPORTS WHERE NECESSARY. WALL SUPPORTS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER OR HIS CONTRACTORS. SEE PLAN AND DETAIL SHEETS FOR SUGGESTED LOCATIONS AND MOUNTING HOLE LOCATIONS. 3. ALL CLG —MTD FIXTURES, AIR VENTS, SPRINKLERS, ETC TO BE FLUSH MOUNTED, OR SHALL NOT EXTEND MORE THAN 1/4" BELOW THE FINISHED CEILING. 4. FLOOR SLABS ON WHICH EQUIPMENT IS TO BE INSTALLED MUST BE LEVEL TO 1/8" IN 10' -0 ELECTRICAL (PER EQUIPMENT MANUFACTURER STANARD NOTES): 1. CONDUITS AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. 2. CEILING MOUNTED JUNCTION BOXES MUST BE INSTALLED FLUSH WITH FINISH CEILING, 3. GENERAL CONTRACTOR TO INSERT PULL CORDS FOR ALL CABLE RUN CONDUITS BETWEEN THE EQUIPMENT ROOM AND THE OPERATORS CONTROL ROOM. ---- 0 ill cmPERKILn MAR 9 3 2011 PERMIT CENTER L: \2010 \10 -17 5 \CD's \Resubmittal\ 1 REVISIONS BY 1 Z.< OW L COLUMBIA, CA 95310 THEODORE J. BRANDVOLD STATE OF WASHINGTON WF- <OD zp o� Z <0 O 0 E- N yeato ENLGR. PLAN DRAWN SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 2 ■ 4 OF SHEETS 3/17/2011 8:59 PM ADJACENT SUITE N.I.C. • Niro D CE ADJACENT SUITE N.I.C. REFLECTED CEILING PLAN SCALE: 1/8" = 1. -0" L: \2010 \10 - 175 \CD's \Resubmittal\ KEYNOTES O SUSPENDED GRID CEILING SYSTEM, TYPICAL — SEE SPECIFICATIONS ON DRAWING A -7.1 AND DETAILS 2O 5/8" TYPE "X" GYPSUM BOARD CEILING ON 6" X 20 GA CEILING JOISTS a 16" O.C., TYPICAL. SEE DETAIL 10 —8'/ EXISTING ROOF ACCESS HATCH. LAY —IN LIGHT FIXTURE, TYPICAL — SEE ELECTRICAL. RECESSED CAN LIGHTING, TYPICAL — SEE ELECTRICAL. SUPPLY AIR GRILL, TYPICAL — SEE MECHANICAL. RETURN AIR GRILL, TYPICAL — SEE MECHANICAL. EXHAUST FAN, TYPICAL — SEE MECHANICAL. HVAC UNIT ABOVE, TYPICAL - SEE MECHANICAL. EXISTING EXTERIOR SOFFIT, TYPICAL TO REMAIN — NO WORK. UPPER CABINETS, SEE INTERIOR ELEVATIONS STORAGE LOCKERS PENDANT LIGHTING, TYPICAL — SEE ELECTRICAL. EXISTING CEILING SYSTEM AND LIGHTING TO REMAIN REVIEWED FOR CODE ODE COMPLIANCE APPROVED APR 187'011 City of Tukwila BUILDING DIVIRIMI Let MAR 2' 2011 PERMIT crow J REVISIONS BY COLUMBIA, CA 95310 10224 REGIS ARCHI ERED ECT THEODORE J. BRANDVOLD STATE OF WASHINGTON W Z vlishiaso CEILING PLAN 3/17/2011 5:00 PM DRAWN SLW CHECKED TJB DATE 12/16/10 SCALE AS SHOWN JOB NO. 10 -175 1 SHEET A 3 ■ 0 OF SHEETS 0 3/17/2011 5:00 PM O 0 €11) SCALE: 1/8" = 1' -0" ROOF PLAN 0 0 00 0 0 0 0 - REVIEWED FOR CODE COMPLIANCE r °ROVED City of Tukwila BUILDING DIVISIQ " KEYNOTES O EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT SCREEN. O EXISTING HVAC UNIT AND CURB TO REMAIN, TYPICAL. SEE MECHANICAL DRAWINGS REPAIR/ SERVICE EXISTING EQUIPMENT AS REQUIRED TO ASSURE PROPER OPERATION OF SYSTEM 000000® EXISTING VTR. EXISTING PARAPET WALL /CAP, TYPICAL. EXISTING ROOF DRAIN AND OVERFLOW, TYPICAL. LINE OF VAULT BELOW. EXISTING ROOF ACCESS HATCH. EXISTING EXHAUST FAN ROOF JACK — SEE MECHANICAL DRAWINGS SINGLE PLY, ROOF MEMBRANE SYSTEM OVER CONCRETE VAULT. SINGLE PLY MEMBRANE ROOF SYSTEM SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM AND MAINTAIN ROOF WARRANTIES. PROVIDE ALL FLASHINGS, CAPS, AND RIGLETS NECESSARY TO PROVIDE A WATERTIGHT ROOF SYSTEM. VERIFY ROOFING SYSTEM MANUFACTURER AND WARRANTY WITH BUILDING OWNER /LANDLORD. EXISTING HVAC UNIT TO TO BE RELOCATED. EXITING HVAC UNIT FOR ADJACENT SUITE, NO WORK EXISTING EXHAUST FAN ROOF JACK FOR ADJACENT SUITE — NO WORK. EXISTING SINGLE PLY MEMBRANE ROOF SYSTEM. RELOCATED HVAC UNIT — SEE 4 &5/A -8.3 FOR CURB DETAILS. SEE MECHANICAL DRAWINGS. NOT USED EXISTING CONDENSING UNIT TO BE REMOVED NEW HVAC UNIT AND CURB — SEE MECHANICAL DRAWINGS & DETAIL 4 &5/A -8,3 FOR CURB DETAILS. PROVIDE ALL FLASHINGS, CAPS, AND RIGLETS NECESSARY TO PROVIDE A WATERTIGHT ROOF SYSTEM. VERIFY ROOFING SYSTEM MANUFACTURER AND WARRANTY WITH BUILDING OWNER /LANDLORD. 19 EXISTING TV ANTENNA ©0 NEW MAKE —UP AIR UNIT — SEE MECHANICAL DRAWINGS. 21 NEW PACKAGED CHILLER UNIT — SEE MECHANICAL DRAWINGS. I- OT CITY MAR 2 3 2011 PERMIT CENTER L; \2010 \10 - 175 \CD's \Resubmittal\ REVISIONS BY COLUMBIA, CA 95310 THEODORE J, BRANDVOLD STATE OF WASHINGTON W- V)aD Q OD LLISZ r- CY CS 0_ < uJ • < O a z Q U 0 CV ROOF PLAN DRAWN ` SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 4 ■ 0 OF SHEETS 3/17/2011 12:17 PM n1 RECEPTION 101 SOUTH z n3 RECEPTION 101 EAST 1' -6" TYP. 3'9" 1#3 EQUAL SPACESt \ n 3, -9. HALL 103 NORTH / 3' -9" / 3 EQUAL SPACES 7' -6" 3' -8" 36" MIN CLR. 1 CO CV / O •I A2 RECEPTION 101 NORTH n 14' -Y RECEPTION 101 WEST 10 EQUAL SPACES 0 2 EQ. SP. ' 2 EQ. SP.' 1 0 0 7\ -F b 1 co I o %o coI O O r l 15 — J - 1 — J 4D___1 I I I I 1 1 _ I 1 I__J L I L - -_I nll. r ` 1 L — 1 1 1 I 1 r- , 1 7' -1" 6' -O" N 5 EQUAL SPACES 13'-1" I I 3' -0" 1' -3" • 11/2" 3' -0" ,, 2" -0" 1' -0" co si RECEPTION 101 WEST 10 EQUAL SPACES 0 2 EQ. SP. ' 2 EQ. SP.' 1 0 0 7\ -F I 1 0 1 r l 15 — — — — - 4D___1 I I I I 1 1 _ I 1 I__J L I L - -_I nll. r ` 1 L — 1 1 1 I 1 r- , 1 I 7' -1" 6' -O" N 5 EQUAL SPACES 13'-1" A ADMINISTRATION 102 EAST I. z J W 0 u) Z L 0 INTERIOR ELEVATION NOTES 1. SEE DRAWING A-1.08, A -2.0 FOR ALL GENERAL CONSTRUCTION NOTES 2. SEE DRAWING A -7.1 FOR INTERIOR FINISH SCHEDULE AND SPECIFICATIONS 3. SEE DRAWING A -2.1 FOR ALL FLOOR PLAN DIMENSIONS . SEE DETAIL FOR ALL REQUIRED ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIED FIXTURES NOT INDICATED ON THIS DRAWING. SEE DRAWING A -2.3 AND A -2.4 FOR EQUIPMENT INDICATED WITH A O EUROPEAN HINGES ARE TO BE USED ON ALL CASEWORK, U.N.O. KEYNOTES O 10 11 12 13 14 15 16 DOOR, TYPICAL - SEE DOOR SCHEDULE. PLASTIC LAMINATE RECEPTION DESK AND COUNTERTOP - SEE SHEET FINISH SCHEDULE MINIMUM 36" CLEAR UNDER PLASTIC LAMINATE RECEPTION DESK. PLASTIC LAMINATE BASE CABINET AND COUNTERTOP - SEE FINISH SCHEDULE. CONTINUOUS TOE SPACE AT CABINET - TYPICAL. CONTINUOUS WALL BASE - SEE FINISH SCHEDULE GYPSUM BOARD SOFFIT. COPIER, BY OWNER - SEE ELECTRICAL SOLID SURFACE TRANSACTION COUNTERTOP - SEE FINISH SCHEDULE. ADJUSTABLE SHELVING, TYPICAL. CONTINUOUS PLASTIC LAMINATE BACKSPLASH, TYPICAL. PLASTIC LAMINATE OVERHEAD CABINET - SEE FINISH SCHEDULE DISHWASHER, BY OWNER FAUCET /SINK, TYPICAL - SEE PLUMBING REFRIGERATOR, BY OWNER PLASTIC LAMINATE COUNTER TOP END CAP FULL DEPTH WHERE INDICATED, TYPICAL. TYPICAL 9 EXAM ROOM EXAM ROOM EXAM ROOM EXAM ROOM EXAM /PROCEDURE ROOM 106 - EAST 107 - EAST - SIMILAR 108 - WEST - SIMILAR /OPPOSITE HAND 109 - WEST - OPPOSITE HAND O 10 3' -0" 1' -2" 3' -11/2" a REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 2011 City of Tukwila BUILDING nlinRim 0 2._1" f 2 EQ. SP. ' ' 2 EQ. SP. ' 2 EQ. SP.' 1 0 0 + -F I 1 1 - - -- r l 15 r —I 1 ® 1 nll. r �l L — 1 1 1 I 1 r- , I 13 o o I I 3' -0" 1' -3" • 11/2" 3' -0" ,, 2" -0" 1' -0" CLEAR CLEAR BREAK ROOM 121 A EAST FV 4iTy Mn 2011 PER 1ST CENTER INTERIOR ELEVATIONS SCALE: 3/8" = i-t 1 .111\ REVISIONS BY w REGIST ARCHIT ED CT THEODORE J. BRANDVOLD STATE OF WASHINGTON 11 INT. ELEVS DRAWN SLW CHECKED TJ B DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 6 ■ 0 OF SHEETS 3/17/2011 8 :51 PM CO CV 0 0 1I jsZD III III 2S0 III 42D II 1L_-- _JIL__ _JIL__— _JIL_—JI C C C C 1 0 0 SCALE AS SHOWN r / KNEE SPACE KNEE SPACE KNEE SPACE ® SPACE KNEE 1 1 1 ❑�❑ 1 1 090 � — I /4/ O — — — — — — / 11' -3" - 1� 6" EQ' E . Q 1' -6" EQ. EQ. X 1' -6" 2'-7" / ,f 17'-0. i .0 A DOSIMETRY 130 EAST w CO 0 z 0 S 0 z 0 m H J D 0 0 0 w a L w 0 Fri Z VAULT CONTROL 131 15 NORTH 7,-9" C 0 z (1) 0 cn 0 z 0 w m H1J 0 z 0 0 , O N L.1.1 I• 0 w U-1 0 z 1I jsZD III III 2S0 III 42D II 1L_-- _JIL__ _JIL__— _JIL_—JI C C C C 1 0 0 SCALE AS SHOWN r / _ KNEE SPACE KNEE SPACE ___ 1 00❑ 1 1 1 ❑�❑ 1 1 090 � — I /4/ 1 1 t in T / EQ. �, 3' -6" J, 3' -6" ,, 3=6" J, EQ. EQ. �, EQ. / 3' -2" / 12' -8" 1' -4" VAULT CONTROL 131 15 NORTH 7,-9" C 0 z (1) 0 cn 0 z 0 w m H1J 0 z 0 0 , O N L.1.1 I• 0 w U-1 0 z A DOSIMETRY 130 SOUTH ✓ 4' -O" / 1 / 2' -O" 9, -8" c-FY 7 EQUAL SPACES 19' -6" // FY-) 7,-6" 4 EQUAL SPACES VAULT 135 NORTH O CHECKED TJB 0 0 SCALE AS SHOWN r / _ KNEE SPACE KNEE SPACE ___ " , /4/ I / EQ. �, 3' -6" J, 3' -6" ,, 3=6" J, EQ. / 2'-6" EQ. , EQ. 1' -4" / 11' -3" A DOSIMETRY 130 SOUTH ✓ 4' -O" / 1 / 2' -O" 9, -8" c-FY 7 EQUAL SPACES 19' -6" // FY-) 7,-6" 4 EQUAL SPACES VAULT 135 NORTH O CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 _ o ,,,,----1 " , I / EQ. �, 3' -6" J, 3' -6" ,, 3=6" J, EQ. 0 6• -p" 4 EQUAL SPACES ■ VAULT 135 17 WEST INSIDE FACE OF CONC. VAULT BEYOND SHOWN DASHED CO 1• J rri N I CO 3' -2" 7 " -3" 11' -3" VAULT CONTROL 131 /1:\ SOUTH 5' -5 1/2" ✓ 5 EQUAL SPACES /2 CO .1 �N N n ;/(/ 1J/ KG)-1-/ CV INSIDE FACE OF CONC. VAULT BEYOND SHOWN DASHED 4' -3" OR 7' -6" A VAULT 135 4 EQUAL SPACES 2' -1" / /FY SEE PLAN A VAULT 135 WEST A CT CONTROL 13T NORTH INTERIOR ELEVATION NOTES 1. SEE DRAWING A -1.0 & A -2.0 FOR ALL GENERAL CONSTRUCTION NOTES 2. SEE DRAWING A -7.1 FOR INTERIOR FINISH SCHEDULE AND SPECIFICATIONS 3. SEE DRAWING A -2.1 FOR ALL FLOOR PLAN DIMENSIONS SEE DETAIL FOR ALL REQUIRED ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIED FIXTURES NOT INDICATED ON THIS DRAWING. SEE DRAWING A -2.3 AND A -2.4 FOR EQUIPMENT INDICATED WITH A O EUROPEAN HINGES ARE TO BE USED ON ALL CASEWORK, U.N.O. KEYNOTES io CONTINUOUS PLASTIC LAMINATE BACKSPLASH. 2O FAUCET /SINK, TYPICAL - SEE PLUMBING. O3 PLASTIC LAMINATE COUNTERTOP - SEE FIISH SPECIFIATIONS O GYPSUM BOARD SOFFIT O CONTINUOUS WALL BASE - SEE FINISH SCHEDULE O PLASTIC LAMINATE COUNTER TOP END CAP - FULL DEPTH WHERE INDICATED, TYPICAL. O PLASTIC LAMINATE OVERHEAD CABINET - SEE FINISH SCHEDULE O ADJUSTABLE SHELVING, TYPICAL. ® PLASTIC LAMINATE BASE CABINET - SEE FINISH SCHEDULE. 10 CONTINUOUS TOE SPACE AT CABINET - TYPICAL. i REVIONED FOR I CODE COMPLIANCE APPROVED APR 18 2011 City of Tukwila BUILDINS nlvnglnir" 5'0" 4 EQUAL SPACES / Co I N non 00 6'0" 4 EQUAL SPACES 11' -0" 1' -6" j, 3' -41/2" CT SCAN 136 NORTH 1/7 I ti \ \ LA MAR 2 2011 PERMIT CENTER INTERIOR ELEVATIONS 1 ! \2010 \10 - 175 \CD's \Resubmittal\ SCALE: 3/8" = 1' -0" REVISIONS BY v, "U Z ~W W NaJ Z '` LL U o • Z` W g3 � W 4- D Z< Ow rfr° CZ Zx COLUMBIA, CA 95310 4 REGISTER ARCHITE 41t THEODORE J. BRANDVOLD STATE OF WASHINGTON INT. ELEVS DRAWN S LW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 _ o o I / EQ. �, 3' -6" J, 3' -6" ,, 3=6" J, EQ. 16' -8" / A CT CONTROL 13T NORTH INTERIOR ELEVATION NOTES 1. SEE DRAWING A -1.0 & A -2.0 FOR ALL GENERAL CONSTRUCTION NOTES 2. SEE DRAWING A -7.1 FOR INTERIOR FINISH SCHEDULE AND SPECIFICATIONS 3. SEE DRAWING A -2.1 FOR ALL FLOOR PLAN DIMENSIONS SEE DETAIL FOR ALL REQUIRED ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES SEE PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIED FIXTURES NOT INDICATED ON THIS DRAWING. SEE DRAWING A -2.3 AND A -2.4 FOR EQUIPMENT INDICATED WITH A O EUROPEAN HINGES ARE TO BE USED ON ALL CASEWORK, U.N.O. KEYNOTES io CONTINUOUS PLASTIC LAMINATE BACKSPLASH. 2O FAUCET /SINK, TYPICAL - SEE PLUMBING. O3 PLASTIC LAMINATE COUNTERTOP - SEE FIISH SPECIFIATIONS O GYPSUM BOARD SOFFIT O CONTINUOUS WALL BASE - SEE FINISH SCHEDULE O PLASTIC LAMINATE COUNTER TOP END CAP - FULL DEPTH WHERE INDICATED, TYPICAL. O PLASTIC LAMINATE OVERHEAD CABINET - SEE FINISH SCHEDULE O ADJUSTABLE SHELVING, TYPICAL. ® PLASTIC LAMINATE BASE CABINET - SEE FINISH SCHEDULE. 10 CONTINUOUS TOE SPACE AT CABINET - TYPICAL. i REVIONED FOR I CODE COMPLIANCE APPROVED APR 18 2011 City of Tukwila BUILDINS nlvnglnir" 5'0" 4 EQUAL SPACES / Co I N non 00 6'0" 4 EQUAL SPACES 11' -0" 1' -6" j, 3' -41/2" CT SCAN 136 NORTH 1/7 I ti \ \ LA MAR 2 2011 PERMIT CENTER INTERIOR ELEVATIONS 1 ! \2010 \10 - 175 \CD's \Resubmittal\ SCALE: 3/8" = 1' -0" REVISIONS BY v, "U Z ~W W NaJ Z '` LL U o • Z` W g3 � W 4- D Z< Ow rfr° CZ Zx COLUMBIA, CA 95310 4 REGISTER ARCHITE 41t THEODORE J. BRANDVOLD STATE OF WASHINGTON INT. ELEVS DRAWN S LW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 6 ■ 1 OF SHEETS 3/17/2011 8:52 PM DOOR ELEVATIONS DOOR SCHEDULE b T A 3 °7° INTERIOR WOOD DOOR SOLID CORE WOOD, LAMINATED FINISH OREGON DOOR HPDL -3 16 GA. HOLLOW METAL FRAME, WELDED, PAINT W/ LEAD LINING, WHERE NOTED b 3 °7° INTERIOR WOOD DOOR WITH VISION PANEL SOLID CORE WOOD, LAMINATED FINISH OREGON DOOR HPDL -3 16 GA. HOLLOW METAL FRAME, WELDED, PAINT 1/4" CLEAR GLASS VISION PANEL, TEMPERED. C PAIR 3°7° EXTERIOR HOLLOW METAL DOOR PAINT HOLLOW METAL FRAME, PAINT D 3°8° ALUMINUM STOREFRONT DOOR ALUMINUM FRAME TEMPERED GLAZING 0 WIDTH HGT. THK. TYPE MATL FRAME HDWR HEAD JAMB THRSD. REMARKS 1 PAIR 3' -0" 7' -0" 1 -3/4" ALUM ALUM 9 EXISTING DOOR TO REMAIN 2 3, -0" 7' -0" 1 -3/4" B S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 3 3=0" 7' -0. 1 -3/4" S.C. WOOD H.M. 1 /A -al 1 /A -al 1 /A -8.1 3-0" 7, -0. 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 5 3, -0" 7' -0" 1 -3/4" S.C. WOOD H.M. 3 1 /A -8.1 1 /A -8.1 1 /A -8.1 3, -0" 7' -0" 1 -3/4" A S.C. WOOD H.M, 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 7 3' -0" 7' -0" 1 -3/4" A S.C. WOOD H.M. 4 1 /A -al 1 /A -8.1 1 /A -8.1 8 3' -0" 7, -0" 1 -3/4" S.C. WOOD H.M, 5 1 /A -8.1 1 /A -8.1 1 /A -8.1 3, -0" 7' -0 1 -3/4" S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 10 3' -0" 7'-0" 1 -3/4" A S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 11 3" -0 7. -0" 1 -3/4" S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 12 3'-0" 7' -0" 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 13 3=0" 7. -0" 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 14 3'-0" 7' -0" 1 -3/4" HARDWARE GROUPS /NOTES 15 3=0" 7' -0" 1 -3/4" S.C. WOOD S.C. WOOD H.M. 2 1 /A -al 1 /A -8.1 1 /A -8.1 H.M. 5 1 /A -8.1 1 /A -8.1 1 /A -al GROUP 1 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS CLOSER STOP SILENCERS GROUP 2 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS STOP SILENCERS GROUP 3 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS CLOSER STOP SILENCERS GROUP 4 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS CLOSER STOP SILENCERS GROUP 5 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS CLOSER STOP SILENCERS GROUP 6 CONCEALED CLOSER PUSH /PULL LATCH STOP SILENCERS GROUP 7 LEVER HANDLE LOCKSET 1.5 PAIR BUTTS CLOSER STOP SILENCERS GROUP 8 LEVER HANDLE LOC 15 PAIR BUTTS ELECTRIC STRIKE STOP SILENCERS RECTIFIER TRANSFORMER GROUP 9 REVIEWED FOR DE COMPLIANCE APPROVED APR 18 2011 City of Tukwila BUILDING DM int4R TOP & BOTTOM PIVOTS CONCEALED CLOSER CYLINER LOCK PULLS WEATHERSTRIP BOTTOM SWEEP THRESHOLD GROUP 10 RIM PANIC DEVICE EXTERIOR PULL HANDLE CYLINER LOCK 1.5 PAIR BUTTS W/ NRP WEATHERSTRIP BOTTOM SWEEP THRESHOLD STRIKE GUARD GROUP 11 HARDWARE BY DOOR MANUFACTURER NOTES: 1. ACCESSIBLE RESTROOM COMPARTMENT DOORS SHALL BE EQUIPPED WITH LOOP OR "U" SHAPED HANDLES IMMEDIATELY BELOW LATCH. 2. MAXIMUM DOOR OPENING EFFORTS FOR INTERIOR DOORS IS 5 Ibs. Q 3. ALL DOOR OPENING HARDWARE IS CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 4. PROVIDE (1) 1/4" THICK 12" MEN'S AND WOMEN'S GEOMETRIC SIGNS 60" ABOVE FLOOR ON RESTROOM ENTRANCE DOORS AND (2) RAISED LETTER /BRAILLE SIGNS ON LATCH - OUTSIDE OF RESTROOM ENTRANCE DOORS MOUNTED ON THE WALL, 60" ABOVE THE FLOOR, ALLOWING APPROACH TO WITHIN 3 ". CBC SECTION 1115B.5. 5. EXIT DOORS SHALL HAVE LATCHING HARDWARE THAT IS OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 16 3=0" 7' -0" 1 -3/4' A S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 17 3=0" 7' -0" 1 -3/4" A S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 18 3-0" 7' -0" 1 -3/4" S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 19 3-0" 7' -0" 1 -3/4" S.C. WOOD H.M. 4 1 /A -8.1 1 /A -8.1 1 /A -8.1 20 3=0" 7' -0" 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 21 3-0" 7' -0" 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -&1 1 /A -8.1 22 3' -0" 7' -0" 1 -3/4" A S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 23 3. -0" 7' -0" 1 -3/4" D ALUM ALUM 9 1 /A -8.1 1 /A -8.1 1 /A -8.1 24 3' -0 7' -O" 1 -3/4" A S.C. WOOD H.M. 2/A -8.1 2/A -8.1 2/A -8.1 LEAD LINING 25 PAIR 3' -0" 7' -0" 1 -3/4" S.C. WOOD H.M. 10 EXISTING DOOR TO REMAIN 26 3' -0" 7' -O" 1 -3/4" A S.C. WOOD H.M. 1 /A -8.1 1 /A -al 1 /A -8.1 27 3' -0" 7' -0" 1 -3/4" S.C. WOOD H.M. 2 1 /A -8.1 1 /A -8.1 1 /A -8.1 28 3' -O" 7' -0" 1-3/4 S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -al 29 3' -0" 7' -Or 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A-8.1 1 /A -8.1 30 3-0" 7' -O" 1 -3/4" H.M. H.M. 10 EXISTING DOOR TO REMAIN 31 3=0" 7' -0" 1 -3/4" S.C. WOOD H.M. 1 1 /A -8.1 1 /A -8.1 1 /A -8.1 32 3. -O" 7' -O" 1 -3/4" S.C. WOOD H.M. 1 1 /A -8.1 1 /A -8.1 1 /A -8.1 33 3' -0" 7' -0" 1 -3/4" A S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 33 3' -O" 7' -0" 1 -3/4" S.C. WOOD H.M. 1 /A -8.1 1 /A -8.1 1 /A -8.1 PROVIDE DOOR SIGNAGE "NOT AN EXIT" 34 3' -0" 7' -0 1 -3/4" A S.C. WOOD H.M. 1 /A-8.1 1 /A -8.1 1 /A -8.1 PROVIDE DOOR IGNAGE NOT AN EXIT" 35 3' -0" 7' -0" 1 -3/4" S -4.1 S -4.1 8-4,1 MAG. LATCH BATT. BACK -UP LESS THAN 5 LBS. OPER, PRESSURE WINDOW ELEVATIONS WINDOW SCHEDULE 5' -0" co i+e U_ w 'co OIL A 5' -0" x 3'-6" WINDOW HOLLOW METAL FRAME, PAINT LEAD LINED GLAZING WIDTH HGT. MAT'L HEAD JAMB SILL REMARKS 5' -0" 3' -6" H.M. 3/A -8.1 3/A -8.1 3/A -8.1 LEAD LINED GLAZING MAR 7 2011 PERMIT CENTER L: \2010 \10 -17 5 \CD's \Resubmittal\ REVISIONS TUCKWILA REV. 3/17/11 BY SW U z z O U z 0 Ifi°° N4 REGIST ARCHIT ED THEODORE J. BRANDVOLD STATE OF WASHINGTON uJ - 00 00 ZLLI i- sz co w 0% a_ Q >< 0= 0� <U O � O H CN DOOR SCHED. DRAWN , SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 7 ■ 0 OF SHEETS 3/22/2011 6,17 PM , 12 GA. VERT. HANGER & 1/2" EMT PIPE STEEL STUDS 16" O.C. U.O.N. 0 1 STEEL STUDS 16" MINIMUM 20 GA METAL FACING OPPOSITE DIRECTIONS ALLOW MOUNTING 0.C. PLATE - U.O.N. STUDS TO ATTACHMENT x NOTE: EXTEND EDGE popp...1 I x I x I ^ x 14 GA STEEL CLIP FLANGES TO FORM ATTACHMENT CHANNEL OR OF EQUIPMENT RUNNER PLATE OR TRACK AND FOLD 1 STUD CASEWORK, WEB FLANGE BEYOND TYPICAL. - C . ao I '� . W W Ci ' W aWC o �f `' r �' 11101111 ill 4 "x 1 I1' 5/16 "x 20 GA CHANNEL , k - - J ¢ U cc //- NOTCH �n � = ,�-�, _ O m ` COMPRESSION STRUT 12' -0" O.C. MAX. EA. WAY W/ (3) TIGHT TURNS IN 1 -1/2" (TYP.) FASTEN TOP OF PIPE STRUT WITH 2 EA. *8x1 1/2" SHEET METAL SCREWS TO JOIST /RAFTER, TRUSS OR BLOCKING ABOVE. CONTINUOUSE 4" WIDE METAL BACK -UP PLATE • . . • • • • • : .: • ' • METAL STUD WALL FRAMING, SEE WALL SCHEDULE r�- 5/8" TYPE 'X' GYPSUM BOARD, SEE WALL SCHEDULE 12 GA. SPLAY BRACE WIRE WITH 4 TIGHT TURNS IN 1 -1/2" (TYP.O 12 GA. VERTICAL HANGER WIRES AT i?ttP1k �/ ' .,I �, 12 GA. SPLAY BRACE WIRE CROSS RUNNERS ` ` SLOT EMT PIPE ►I�► 14.111111 44 ` .:' • _ _, < �- O ~ w oWC co H (9 o O v TO MAIN RUNNER ��' 2" MAX, FROM SPLAY MAIN RUNNERS WIRES TO CROSS RUNNERS �` d /\► 12 GA. VERT. HANGER WIRE NOTE: THE STRUT AND SPLAY WIRES ARE LOCATED WITH THE FIRST POINT WITHIN 6 FT. FROM EACH WALL; PROVIDE SUPPORT WIRES WITHIN 8" OF SURROUNDING PERIMETER WALL OR CEILING DISCONTINUITY, SEE DETAILS THIS DRAWING FOR HEAVY DUTY T -BAR CEILING GRID AROUND WITH (2) NOTE: EXTEND EDGE AND FASTEN FLUSH TO STUDS *10 SMS PER STUD, TYPICAL. CHANNEL OR PLATE 1 STUD BEYOND OF EQUIPMENT OR CASEWORK, TYPICAL. 10 TYPICAL SUSPENDED CEILING GRID NO SCALE 7 LT GAUGE METAL STUD MOUNTING DETAIL NO SCALE 4 LT GAUGE METAL STUD MOUNTING DETAIL NO SCALE 1 CONTINUOUS METAL BACK UP PLATE SCALE: 3" = 1'-0" OR 3 -5/8" X 20 a STEEL STUD g BRACING TO ROOF FRAMING 4' -0" O.C. AND CORNERS, ALTERNATING °y ��,., ° , / ATTACH BRACES 1/4 DIA. SDS 0 16" O.C. �� 6' �' . ,� GRAB BAR ATTACHMENT DESIGN: 11/2" 250* PULLOUT 4 "xl 5/ 16 x16 GA CHANNEL. NOTCH AROUND AND O� 40" . 1 250* SHEAR r - " 1 1/4 1 1/2 NOMINAL DIAMETER ,-17" x M M F8• +` ° 4r FLOOR JOIST/TRUSS BLOCKING AS REQUIRED. BLOCKING SHALL BE 2x4 WITH 2 -16d AT EACH END WITH 2 SCREWS 40 FASTEN FLUSH TO STUDS # WITH CAL. *10 SMS PER STUD, I 3 8" KNEE CLEAR �. d\ i0 PLYWOOD ROOF SHEATHING ROOF SHEATHING M cd X o_ < 1_ oc o o o I— -N. by N F 8 -' N \ +� N �. ,' ATTACH W/3 �< pig N N 3 - *14x 2 1/2 \ \ J \ @\ 0 / SCREWNTO `3 BLOCKING. TOP TRACK SUSPENDED AE OUP FOR HEIGHT AN • O ICA gel J ., I 1 A , • o �� N ti \� fir :- " 1/4 DIA. SCREW EYE WITH 1-V4 �' . MIN. PENETRATION �� FOR BRACING WIRES r FULLY EMBED SCREW \ (\ \ \ \ . / � 1 4, 6'j EYE SHANK IN ,� g" f J Z �- � 160" CIRCLE 1 WALL FINISH \ , A DIRECTION OF WIRE �� ;1 t1 Al TYP. BRACING WIRE WITH (4) TIGHT TURNS IN 1 1/2" ' • 1/2" EMT PIPE STRUT WHERE OCCURS FASTEN WITH (2) *8 X 1" WOOD SCREWS 12 GA. HANGER N X \ (3) 9 GA. X 1 -1/2" STAPLES TO JOIST / RAFTER 4=0" - 4=0" MIN. GRAB BARS '�, '� Diu, VERIFY 1 911. CEILING HEIGHT 5/8` GYP. BD. TAPED, TYPICAL BOTH SIDES. LOW VELOCITY POWDER DRIVEN PINS WITH 8" OF ENDS SEE FINISH SCHEDULE FOR FLOORING. INSULATION SCHEDULE. SCHEDULE SCHEDULE \ \ �° �--- ,� 1 c� 3 41 D ,� (NI NOT TO z - \ 12 max �' i SOUND BATT SEE WALL WALL FRAMING 2' -6" 1 1/8" MIN. O.C. � :'. I 6: 1:6 MAX. FOR TYPICAL HANGER WIRE 45 DEG. MAX. FROM HORIZ. FOR SPLAY BRACING WIRE WITH (3) TIGHT TURNS IN & FOR SLACK BRACING OF FIXTURES & REGISTERS 1 -1/2" AT 48" O.C. MAX. AT WOOD JOIST TO BOTTOM OF ALTERNATE WIRE OR RAFTER WOOD JOIST OR RAFTER CONNECTION CLEAR \ 1 � l• �.. _ .,_ E E _,, FLOOR 42 min F SPACE 1 EXCEED ..._ oo i SEE WALL WALL BASE, �� SEE FINISH i %i■ i i .... URINAL DEPTH • oa_ .� o %® - W I • - T - Q d �x N \ ' REST ROOMS REST ROOMS EIGHTS 11 SPLAY WIRE ATTACHMENT NO SCALE 8 PARTIAL HEIGHT NON - RATED PARTITION _ SCALE: 3 " - 1 ,_ 0 " 5 TYPICAL HANDICAPPED CLEARANCE DETAILS f" NO SCALE 8" MAX. OR 1/4 OF THE LENGTH 8 " MAX. OR 1/4 WHERE O.C. HI /LO DRINKING FOUNTAINS,TYPICAL . ��� SEE PLUMBING DRAWINGS. �`� " E . - � REVIEWED FOR 110 Illy HO ' BAIT INSULATION, OCCURS r :. ®�E COMPLIANCE AP ROVED APR 18 nil City ®f Tukwila BUILDING flnhi. inw MEN'S /WOMEN'S SEE WALL LEGEND :. 6 "x20 GA STEEL STUD JOISTS AT MAX. 16 CONT. STUD TRACK r .' __,-a , / ' 1 I OF THE LENGTH OF THE END �' 12 GA. HANGER WIRE OF THE END AT 48 O.C. MAXIMUM RUNNER WHICH- WIRE BOTH RUNNER WHICH EVER IS LESS - o # C 12 TEK SCREW TOP & BOTTOM AT EACH JOIST , ■ / % 18" \� \ � I EVER IS LESS ;:► ALTERNATE ENDS MIN. OF (3) TIGHT TURNS WITHIN 1-1/2" (TYPICAL) TEEMAIN RUNNER OR CROSS WITH ACOUST BD. AS APPROPRIATE 1;: 1 '� 1 MIN. P 1/2" � *12 @ 16" ON CENTER TYPICAL � • MINIMUM �� / / / , .. . ..-41) + ✓ • 1, i L RESTROOM WHERE r APPROPRIATE ACOUSTIC BOARD POP RIVET ANGLE WITH POP RIVET TO EACH T - BAR. WALL ANGLE NO. CONNECTION TO WALL ANGLE TO BLOCKING 2 "WALL ANGLE FIXED END FREE END �� z = c� / / / / 2 X < 2 oc ¢ J v 1,-- �� 6 HIGH WHEELCHAIR � ' LOGO r RAISED LETTERS U NI S E *2 BRAILLE. CONTRACTED GRADE REQUIRED, DOTS SHALL BE 1 /10" (2.54mm) ON CENTER IN EACH CELL WITH 2/10" (5.08mm1 SPACE BEWEEN CELLS, DOTS SHALL BE RAISED AT MIN. OF 1/40" (0.635mm) ABOVE THE BACKGROUND 6 0 GA STEEL STUD JOISTS AT MAX. 16" O.C. '�, ,: , 2 - *12 TEK SCREWS AT EACH :., ILl �� ' ' /1 ' iAR. ING SHANK NAIL ALTERNATE LOC. WITH OUT NAIL � ■ ` : . ; STUD STUD WALL FRAMING 5/8" TYPE x' GYPSUM BOARD, FINISH 1 R E S T R O M ALTERNATE • FREE END SEE SCHEDULE BATT INSULATION, WHERE OCCURS SEE WALL LEGEND 4410 .�. .. a.. ' : 4 : °,. ,a °...a .." . :a .: ' ": a ` :' . �. , ". co pF Cam F • ° e! 3��� PER C.B.C. SECTION 1117 B.5,2. CORNER IN ALCOVE �! � NOTE: A 2 BERG CLIP IN NOTE: LIEU OF THE 2" WALL ANGLE FOR ARMSTRONG SYSTEMS, NAIL AT ENDS OF HORIZ, STRUTS WHEN THE 7/8" ARMSTRONG WALL ARE TO BE PLACED WITH NAIL HEAD MOLDING ( *7800) IS USED AND WHEN TOWARD CL OF SPAN OF STRUT. THE SEISMIC STRUT LAYOUT IS STARTED WITHIN 5' OF TWO ADJACENT WALLS. NOTE: IN ADDITION A SIGN SIGN SAMPLE (DESIGN MAY VARY) 'R E IV GYQ LA TO THE 12 "A0 SYMBOLS G +60" ON RESTROOM DOORS PROVIDE MAK 11)11 MOUNTED e +60" ON THE WALL AT THE LATCH SIDE OF THE DOOR. PERMITCENTER Q 8 SHOWN SHADED FOR CLARITY. 0 SUSPENDED CEILING EDGE ATTACHMENT NO SCALE 9 TYPICAL CEILING FRAMING DETAILS _ ,_ " SCALE 3 = 1=0" 6 ACCESSIBLE DRINKING FOUNTAIN NO SCALE 3 ACCESSIBLE SIGNAGE DETAIL NO SCALE REVISIONS TUCKWILA REV. 3/17/11 BY SW 411 6 V) i '61 W 2U fLs NIP Z N s9.. : Z millil 4 0 J mill � Q O J 2 w U= (A3 Q/ 06 a H Z O > o W Uw A U U a Z2 J Uoo 10224 REGIST ARCHI D ECT THEODORE J. BRANDVOLD STATE OF WASHINGTON sima DRAWN SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 8 ■ 0 OF SHEETS 3/22/2011 1:13 PM GYPSUM BOARD JOINT METAL WALL STUDS, SEE WALL SCHEDULE VARIES CLG HEIGHT + 7' -0" LEAD LIMITS 11 1 2" WIDE LEAD STRIPS BEHIND ALL GYPSUM BOARD JOINTS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) TYP. 3/8" DIA. LED DISCS AT EACH GYPSUM BOARD FASTENER METAL TRACK, SEE WALL SCHEDULE AND DETAIL + 0, -0" 1 FINISH FLOOR LEAD LINED GYPSUM BOARD, SEE WALL SCHEDULE NOTE: ALL CUT OUTS AND PENETRATIONS WILL REQUIRE SHEET LEAD TO ENSURE CONTINUOUS SHIELDING THROUGHOUT THE ROOM 2" WIDE STRIP AT GYPSUM BOARD JOINTS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) METAL STUDS „. „4•,,, , „., „1,„ „,2I,,,I,,,.,,, .' /� „..,,„�, „�,,,�,,,A,,,I,,, ,,,4/,„ %, immusyse me a.7a LEAD LINED GYPSUM BOARD N — / / METAL STUDS / 2” WIDE SHIM AT NON —JOINT STUDS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) • LEAD LINED GYPSUM BOARD 3/8” DIA. PANEL JOINT DETAIL LEAD DISC •/T METAL STUDS 1 1 • T— NON —JOINT DETAIL 3/8" DIA. LEAD DISC PROTECTED ROOM SIDE Jr — 2 WIDE STRIP AT GYPSUM BOARD JOINTS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) LEAD LINED GYPSUM BOARD GYPSUM BOARD PANEL - 2" WIDE SHIM AT 1 NON —JOINT STUDS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) 1 LT. GAUGE METAL TRACK, SEE WALL SCHEDULE 16 GA H.M. FRAME, TYPICAL DOOR, TYPICAL. SEE DOOR SCHEDULE 5/8" GYPSUM BOARD, TYPICAL SEE FINISH SCHEDULE. WALL FRAMING, TYPICAL SEE WALL SCHEDULE PAINTER'S CAULK, TYPICAL BOTH SIDES HOLLOW METAL JAMB ANCHOR, TYPICAL SEE FINISH SCHEDULE FOR FLOORING, TYPICAL JAMB • 0 NOT USED TYPICAL LED LINED DRYWALL INSTALLATION SCALE: 3/8" = 1 -0" TYPICAL LEAD LINED DRYWALL PLAN NO SCALE INT. DOOR W/ HOLLOW METAL SCAL " E: 3 = 1' -0" LEAD LINED OUTLET BOX LEAD LINED GYPSUM BOARD ). ENLARGED DETAIL METAL STUDS NOTE: ALL CUT OUTS AND PENETRATIONS WILL REQUIRE SHEET LEAD TO ENSURE CONTINUOUS SHIELDING THROUGHOUT THE ROOM I REVIEWED FOR CODE COMPLIANCE APPROVED APR 182011 OUT .ET 'City of Tukwila BUILDING DIVIRiml PROTECTED ROOM SIDE TELEPHONE OR ELECTRICAL OUTLET BOXES LEAD LINED OUTLET BOX LEAD LINED GYPSUM BOARD SHIM AT NON JOINT STUDS 2" WIDE STRIP AT GYPSUM BOARD JOINTS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) PROTECTED ROOM SIDE LT. GAUGE METAL TRACK, SEE WALL SCHEDULE 16 GA, LEAD LINED, H.M. FRAME DOOR, TYPICAL. SEE DOOR SCHEDULE 5/8" LEAD LINED GYPSUM BOARD, AT PROTECTED SIDE, SEE FINISH SCHEDULE WALL FRAMING, TYPICAL SEE WALL SCHEDULE PAINTER'S CAULK, TYPICAL BOTH SIDES JAMB HOLLOW METAL JAMB ANCHOR, TYPICAL SEE FINISH SCHEDULE FOR FLOORING, TYPICAL j � NOT USED 8, NOT USED TYPICAL LEAD LINED OUTLET BOX PLAN NO SCALE INT. LEAD LINED DOOR W/ HOLLOW METAL FRAM =1,-0" METAL STUDS / PROTECTED ROOM SIDE LEAD LINED GYPSUM BOARD 4” WIDE CORNER STRIP CORNER BEAD 1 3/8" DIA. LEAD DISC LEAD LINED GYPSUM BOARD METAL STUDS 1 ENLARGED PLAN DETAIL OUTSIDE CORNER ) METAL STUDS ■ ANNOWAPMENIMMliciMMIU 0), illIE �,,IIMILIM= fR>nl% 00 '00 3/8” DIA. LEAD DISC LEAD LINED GYPSUM BOARD 1 / 4" WIDE CORNER STRIP ■ ENLARGED PLAN DETAIL INSIDE CORNER 2" WIDE STRIP AT GYPSUM BOARD JOINTS (SAME THICKNESS AS LEAD IN GYPSUM BOARD) v PROTECTED ROOM SIDE ALUMINUM TUBE MATCH ALUMINUM STOREFRONT COLOR & FINISH SILICON IN PLACE AT PARTITIONS WINDOW GLAZING, SEE FLOOR PLAN ALUMINUM CAP MATCH ALUMINUM STOREFRONT COLOR & FINISH CONDITION AT WINDOW GLASS ALUMINUM CAP MATCH ALUMINUM STOREFRONT COLOR & FINISH WINDOW MULLION SILICON TO JOINT AND MULLION TYPICAL WALL SECTION SEE WALL SCHEDULE [L CONDITION AT WINDOW MULLION cnv, MAR 2 b 2011 P TCENTER 12 NOT USED NOT USED ::) TYPICAL LEAD LINED DRYWALL PLAN SCALE: 3" = 1' -0" WALL FRAMING AT STOREFRONT SCALE: 3" = 1' -0" REVISIONS BY 4� N F- (1) (�3 0 Z w�Z N 3 ors = w w U Zo O U° COLUMBIA, CA 95310 THEODORE J. BRANDVOLD STATE OF WASHINGTON DRAWN SLW CHECKED TJB DATE 10/22/10 SCALE AS SHOWN JOB NO. 10 -175 SHEET A 8 ■ 1 OF SHEETS 3/17/2011 5:04. PM (E) 11 AB ACI ADDL A/E AFF ALT ALUM APPROX ARCH ASTM ATR AWS BKG BLDG BLKG BM BMU BOS BOT BTWN CB CJ CJP CL CLR CMU COL CONIC CONT CSI CTR CSK d DBL. DEG ( °) DEMO DIA (0) DIAG DIM DJ DL DO DF DWG EA EJ ELECT EL EMBED EN FOR EQ EXT FDTN FHMS FHWS FIN FLG FLR FN FRMG FT FTG FV GA GALV G LB GR HDR HGR HD HORIZ HSB HSS HT AND AT NUMBER, POUND EXISTING FOOT, FEET INCH(ES) ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ADDITIONAL ARCHITECT / ENGINEER ABOVE FINISHED FLOOR ALTERNATE ALUMINUM APPROXIMATE ARCHITECT AMERICAN SOCIETY FOR TESTING AND MATERIALS ALL THREAD ROD AMERICAN WELDING SOCIETY BACKING BUILDING BLOCKING BEAM BRICK MASONRY UNIT BOTTOM OF STEEL BOTTOM BETWEEN CHANNEL CARRIAGE BOLT CONSTRUCTION JOINT / CONTROL JOINT COMPLETE JOINT PENETRATION CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUE / CONTINUOUS CONSTRUCTION SPECIFICATIONS INSTITUTE CENTER COUNTER SUNK PENNY (NAIL) DOUBLE DEGREE DEMOLITION DIAMETER DIAGONAL DIMENSION DOWEL JOINT DEAD LOAD DITTO /DO OVER DOUGLAS FIR DRAWING EACH EXPANSION JOINT ELECTRIC / ELECTRICAL ELEVATION EMBEDMENT EDGE NAIL ENGINEER OF RECORD EQUALLY SPACED EXTERIOR FOUNDATION FLAT HEAD MACHINE SCREW FLAT HEAD WOOD SCREW FINISH FLANGE FLOOR FIELD NAIL FRAMING FEET / FOOT FOOTING FIELD VERIFY GAGE GALVANIZED GLUED LAMINATED BEAM GRIND SMOOTH GRADE HEADER HANGER HOLDDOWN HORIZONTAL HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HEIGHT IBC ICC ID IJ INFO INT IR JT L LL LLH LLV LONG LS LWC MAX MB MECH MFR MIN M ISC N/A N DS NF NFPA NIC NTS NWC 0/ OC OD OR OSHA PAF PCF PJP PL PLF PREFAB PSF PSI INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE DIAMETER ISOLATION JOINT INFORMATION INTERIOR INSIDE RADIUS JOINT ANGLE LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LAG SCREW LIGHTWEIGHT CONCRETE MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS NOT APPLICABLE NATIONAL DESIGN SPECIFICATION NEAR FACE NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NOT TO SCALE NORMAL WEIGHT CONCRETE OVER ON CENTER OUTSIDE DIAMETER OUTSIDE RADIUS OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION POWDER ACTUATED FASTENER POUNDS PER CUBIC FOOT PARTIAL JOINT PENETRATION PLATE POUNDS PER LINEAR FOOT PREFABRICATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH QTY QUANTITY R.:. REBAR REINF REQ REQD RFI RHMS RHWS RND SCHED SDST SE SECT SIM SJ SPEC SQ SS STAG STD STIF STIR STL STRUCT SYMM T &B T &G THK THRU TJ TN TO TS TYP UC UL UON VERT W/C W/0 WF WP WT WWF RADIUS REINFORCING STEEL BARS REINFORCE / REINFORCING REQUIRE REQUIRED REQUEST FOR INFORMATION ROUND HEAD MACHINE SCREW ROUND HEAD WOOD SCREW ROUND SCHEDULE SELF DRIVING, SELF TAPPING STRUCTURAL ENGINEER SECTION SIMILAR SHRINKAGE JOINT SPECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE THICKNESS THROUGH TOOL JOINT TOE NAIL TOP OF TUBE STEEL TYPICAL UNDERCUT UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED VERTICAL WITH WATER TO CEMENT RATIO WITHOUT WIDE FLANGE WORKING POINT WEIGHT WELDED WIRE FABRIC SHEET SCALE NTS ABBREVIATIONS /, // STEP / / / HEIGHT / / / /// DETAIL NUMBER SHEET WHERE DETAIL IS LOCATED DETAIL NUMBER SHEET WHERE WALL SECTION IS LOCATED ELEVATION LOCATION OF ELEVATION BEING NOTED CONTINUOUS WOOD MEMBER IN SECTION WOOD BLOCKING IN SECTION NEW CONCRETE IN SECTION EXISTING CONCRETE IN SECTION MASONRY WALL STEP IN FOOTING HOLDOWN & REQUIRED POST, LOCATIONS SHOWN ARE SCHEMATIC ONLY, SEE TYP DETAILS FOR HOLDOWN POST LOCATION AT OPENINGS, CORNERS & INTERSECTIONS. BEAM SPLICE STEP (RECESS IN SLAB) DESIGN CRITERIA BUILDING CODE: 2009 IBC A. LATERAL DESIGN CRITERIA: WIND: 1. BASIC WIND SPEED = 85MPH 2. WIND IMPORTANCE FACTOR; I = 1.15 3. EXPOSURE CATEGORY = C 4. SURFACE ROUGHNESS ='C 5. WIND PRESSURE @ 20 FT = 14.8 PSF SEISMIC: 1. OCCUPANCY: TYPE II; IMPORTANCE FACTOR =1.0 2. SITE CLASS E 3. MAPPED SPECTRAL RESPONSE ACCELERATIONS; Ss = 1.41 4. SPECTRAL RESPONSE COEFFICIENTS; ,SOS = 0.84 SD1 = 0.77 5. SEISMIC DESIGN CATEGORY D 6. BASIC SEISMIC FORCE RESISTING SYSTEM; A. TIMBER FRAME; R =1.5 7. DESIGN BASE SHEAR = 0.56 WT SOIL DESIGN CRITERIA SOIL INFO IS BASED ON GEOTECHNICAL REPORT: PANGEO PROJECT NO. 10 -161 JANUARY 17, 2011 - ALLOWABLE BEARING PRESSURE: DL + LL = 3000 PSF DL +LL +W orEQ= 4000PSF - COEFFICIENT OF FRICTION = 0.45 ALLOWABLE PASSIVE PRESSURE = 350 PSF 51 =0.48 GENERAL NOTES 1. THE STRUCTURAL NOTES AND TYPICAL DETAILS, WHETHER SPECIFICALLY REFERENCED OR NOT, ARE GENERAL AND APPLY TO ALL CONSTRUCTION DOCUMENTS PROVIDE ALL STRUCTURAL ELEMENTS INDICATED IN THE STRUCTURAL NOTES AND TYPICAL DETAILS AS REQUIRED TO CONFORM TO THE FINISHED PROJECT AS INDICATED IN OTHER CONSTRUCTION DOCUMENTS. PROVIDE ALL STRUCTURAL ELEMENTS INDICATED IN OTHER CONSTRUCTION DOCUMENTS. STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSTRUCTION DOCUMENTS. SEE OTHER CONSTRUCTION DOCUMENTS FOR COMPLETE PROJECT REQUIREMENTS. REFERENCES TO CONSTRUCTION DOCUMENTS ARE TO THE ENFORCEMENT AGENCY APPROVED DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. SUPPLEMENTAL DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ADDENDA, REVISED DRAWINGS, FIELD INSTRUCTIONS AND MODIFICATIONS PRODUCED FOR THIS PROJECT, SHALL ALSO BE CONSIDERED A CONSTRUCTION DOCUMENT. ALL REQUIREMENTS OF THE INITIALLY APPROVED CONSTRUCTION DOCUMENTS SHALL APPLY TO ANY SUPPLEMENTAL DOCUMENTS. WHERE THE CONSTRUCTION DOCUMENTS INDICATE TO NOTIFY THE STRUCTURAL ENGINEER, SUCH NOTIFICATION SHALL BE SUBMITTED IN WRITING WITH SUFFICIENT ALLOWANCE FOR A REASONABLE TIME PERIOD FOR REVIEW, DESIGN, ENFORCEMENT AGENCY APPROVAL AS REQUIRED AND WRITTEN RESPONSE SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. OBTAIN WRITTEN RESPONSE BEFORE PROCEEDING WITH THE AFFECTED WORK. CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE STRUCTURAL CONSTRUCTION DOCUMENTS AND BETWEEN ALL OTHER CONSTRUCTION DOCUMENTS. DEVIATIONS SHALL NOT BE MADE TO THE REQUIREMENTS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. PORTIONS OF THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. ITEMS INCLUDING, BUT NOT LIMITED TO, LOCATIONS, SIZES, QUANTITIES, ACCESSORIES AND CONNECTIONS ARE INDICATED IN A REPRESENTATIONAL MANNER AND MAY NOT BE COMPLETELY SHOWN. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.' DIMENSIONS AND ELEVATIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. COORDINATE WITH ALL OTHER CONSTRUCTION DOCUMENTS FOR DIMENSIONS AND ELEVATIONS NOT INDICATED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS. 7. CONSTRUCTION SHALL COMPLY WITH ALL BUILDING, HEALTH AND SAFETY STANDARDS, CODES AND REGULATIONS APPLICABLE TO THIS PROJECT. NOTHING IN THE CONSTRUCTION DOCUMENTS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE STANDARDS, CODES AND REGULATIONS. REFERENCES TO STANDARDS, CODES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, ICC, IBC, ACI, ASTM, ASCE, ANSI, AWS, AISI, AITC AND AISC SHALL BE TO THE LATEST EDITION AS ADOPTED BY THE ENFORCEMENT AGENCY. FEATURES OF CONSTRUCTION INDICATED ARE TYPICAL. WHERE FEATURES ARE NOT FULLY OR SPECIFICALLY INDICATED BY THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL BE AS INDICATED FOR IDENTICAL OR SIMILAR FEATURES ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. IF ANY CONDITIONS REQUIRE CONSTRUCTION DIFFERENT THAN THAT INDICATED ON THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. 10. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF STRUCTURAL ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY OTHER CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. 11. THE CONSTRUCTION DOCUMENTS AND THE DESIGNS INCORPORATED THEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT. 12. STRUCTURAL ELEMENTS REPRESENTED IN THE CONSTRUCTION DOCUMENTS ARE INDICATED IN THEIR COMPLETED CONFIGURATION. THE CONSTRUCTION DOCUMENTS DO NOT INDICATE MEANS, METHODS OR SEQUENCES OF CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE ALL MEASURES NECESSARY AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY AND TO ASSURE THE CORRECT AND ACCURATE STRUCTURE GEOMETRY AND STABILITY DURING CONSTRUCTION. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING ADEQUATE FORMING, SHORING AND BRACING. MEASURES SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL ELEMENTS AND ALL OTHER STRUCTURAL ELEMENTS USED TO SUPPORT THEM HAVE BEEN COMPLETED AND HAVE ATTAINED THEIR REQUIRED DESIGN STRENGTHS. 13. PROTECT ALL ELEMENTS, WHETHER CONCEALED OR NOT, INCLUDING, BUT NOT LIMITED TO, PROPERTIES, STRUCTURES, FINISHES, STREETS, LANDSCAPING AND UTILITIES ADJACENT TO OR ON THIS SITE DURING THE CONSTRUCTION OF THIS PROJECT. SHOULD DAMAGE OCCUR TO ANY ELEMENTS, THEY SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTROL ITEMS SUCH AS, BUT NOT LIMITED TO, DUST, DIRT, WATER, FUMES, SMOKE, TRASH, NOISE AND VIBRATION CREATED AS A RESULT OF ANY OPERATIONS DURING CONSTRUCTION IN CONFORMANCE WITH APPLICABLE STANDARDS, CODES AND REGULATIONS. 14. STRUCTURAL DESIGN LOADS, STRENGTHS, CAPACITIES AND CRITERIA INDICATED ON THE CONSTRUCTION O ARE DOCUMENTS F. R THE COMPLETED STRUCTURE ONLY THE USE OF ANY PART OR PARTS OF THE INCOMPLETE OR COMPLETED STRUCTURE FOR THE SUPPORT OF CONSTRUCTION ITEMS INCLUDING, BUT NOT LIMITED TO, OTHER PORTIONS OF THE STRUCTURE, PERSONNEL, MATERIALS AND EQUIPMENT IS LIMITED TO THE SAFE CAPACITY OF THE STRUCTURE AT THE TIME IT IS TO BE USED FOR SUCH SUPPORT. PROVIDE ALL MEASURES NECESSARY AS REQUIRED TO PREVENT OVERLOADING, EXCESSIVE MOVEMENT AND DAMAGE TO ANY PART OR PARTS OF THE STRUCTURE. 15. IF SUBSTITUTIONS ARE REQUESTED FOR STRUCTURAL ELEMENTS INDICATED IN THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. SUBMIT DATA AND DOCUMENTATION INCLUDING, BUT NOT LIMITED TO, COMPARATIVE QUALITY, SUITABILITY, PERFORMANCE, STRUCTURAL CAPACITY, ICC APPROVAL AND ENFORCEMENT AGENCY ACCEPTABILITY SUBSTANTIATING THE COMPLETE COMPLIANCE OF EACH PROPOSED SUBSTITUTION WITH THE CONSTRUCTION DOCUMENTS. ONLY ONE REQUEST FOR SUBSTITUTION WILL BE ALLOWED FOR EACH STRUCTURAL ELEMENT. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN SUBMITTALS ARE INCOMPLETE OR ACCEPTANCE WOULD REQUIRE REVISIONS TO THE CONSTRUCTION DOCUMENTS. PROVIDE OWNER REIMBURSEMENT FOR SERVICES REQUIRED TO OBTAIN ENFORCEMENT AGENCY APPROVAL OF SUBSTITUTIONS. IF A PROPOSED SUBSTITUTION SUBMITTAL IS NOT COMPLETE, NOT ACCEPTABLE TO THE STRUCTURAL ENGINEER, OR NOT APPROVED BY THE ENFORCEMENT AGENCY PROVIDE THE SPECIFIED ITEM AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE STRUCTURAL ENGINEER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION VERSUS THE SPECIFIED ITEM. ACCEPTANCE OF A SUBSTITUTION SHALL NOT BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 16. SCHEDULES, LEGENDS, ABBREVIATIONS, TYPICAL NOTES AND TYPICAL DETAILS ON THE STRUCTURAL CONSTRUCTION DOCUMENTS MAY REFERENCE STRUCTURAL ELEMENTS OR REQUIREMENTS NOT SPECIFICALLY INDICATED OR REQUIRED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 17. THE STRUCTURAL CONSTRUCTION DOCUMENTS ARE NOT COMPLETE AND READY FOR CONSTRUCTION UNTIL THEY ARE APPROVED BY THE ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER. DRILLED -IN ANCHORS AND REINFORCING DOWELS 1. WHEN INSTALLING DRILLED -IN ANCHORS AND /OR POWDER DRIVEN PINS IN EXISTING NON - PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. LOCATE THE REINFORCING BY USING A NON- DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE REINFORCING DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLED IN ANCHOR AND /OR PIN. FOUNDATION AND EARTHWORK 1. ALL FOUNDATION AND EARTHWORK INCLUDING, BUT NOT LIMITED TO, EXCAVATION, GRADING, FILLING, SUB -GRADE PREPARATION, SOIL TREATMENT, ASSOCIATED SITE WORK, TRENCHING AND BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 2. THE OWNER HAS PROVIDED A GEOTECHNICAL REPORT FOR THIS PROJECT. THE REPORT WAS OBTAINED ONLY FOR THE STRUCTURAL ENGINEER'S USE IN DESIGN AND IS NOT A PART OF THE CONSTRUCTION DOCUMENTS. THE REPORT IS REFERENCED IN THE CONSTRUCTION DOCUMENTS FOR BIDDER'S INFORMATION, BUT IS NOTA WARRANTY OF SITE OR SUBSURFACE CONDITIONS. COPIES OF THE REPORT CAN BE OBTAINED, FOR INFORMATION DNLY, AT THE ARCHITECT'S OFFICE. BIDDERS SHOULD VISIT THE SITE AND ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS. PRIOR TO BIDDING, BIDDERS MAY MAKE THEIR OWN SUBSURFACE INVESTIGATIONS TO SATISFY THEMSELVES AS TO SITE AND SUBSURFACE CONDITIONS, BUT SUCH INVESTIGATIONS MAY BE PERFORMED ONLY UNDER TIME SCHEDULES AND ARRANGEMENTS APPROVED BY OWNER IN ADVANCE. 3. AN OWNER- RETAINED SPECIAL INSPECTOR SHALL PROVIDE TESTING AND INSPECTION SERVICES DURING ALL FOUNDATION AND EARTHWORK. PRIOR TO REQUESTING AN ENFORCEMENT AGENCY FOUNDATION INSPECTION, OBTAIN WRITTEN DOCUMENTATION FROM THE SPECIAL INSPECTOR THAT THE FOUNDATION AND EARTHWORK IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. 4. NOTIFY THE SPECIAL INSPECTOR 48 HOURS IN ADVANCE OF THE TIME WHEN THE FOUNDATION EXCAVATIONS AND EARTHWORK WILL BE COMPLETE AND READY FOR FORMS OR REINFORCING PLACEMENT. NO FORMS OR REINFORCING SHALL BE PLACED IN ANY FOUNDATION UNTIL THE EXCAVATION HAS BEEN INSPECTED AND APPROVED BY THE SPECIAL INSPECTOR. 5. FOUNDATIONS SHALL EXTEND INTO FIRM BEARING UNDISTURBED SOIL, PER THE CONSTRUCTION DOCUMENTS. FOUNDATION DEPTHS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM DEPTHS ONLY. FOUNDATION EXCAVATIONS MAY BE REQUIRED TO BE OVER - EXCAVATED TO REACH SUITABLE BEARING MATERIAL. WHERE THE SPECIAL INSPECTOR HAS DETERMINED OVER - EXCAVATION IS REQUIRED, THE REMOVED MATERIAL MAY BE REPLACED WITH COMPACTED FILL MATERIAL OR CONTROLLED LOW- STRENGTH MATERIAL PER THE CONSTRUCTION DOCUMENTS. 6. THE BOTTOM SURFACE OF FOUNDATIONS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND AND /OR BOTTOM SURFACE OF THE FOOTINGS SLOPES MORE THAN ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL, UON. STEP FOOTINGS AS REQUIRED PER TYPICAL DETAILS. FOUNDATION DEPTHS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM DEPTHS ONLY AND DO NOT NECESSARILY ACCOUNT FOR ALL PIPES, CONDUITS, UTILITIES AND TRENCHES ADJACENT TO OR CROSSING FOOTINGS AS REQUIRED BY ALL OTHER CONSTRUCTION DOCUMENTS. STEP FOOTINGS TO COMPLY WITH THE REQUIREMENTS OF TYPICAL DETAILS FOR PIPES AND CONDUITS AT FOOTINGS. 8. FOUNDATION ELEMENTS SHOWN ARE INDICATED IN THEIR COMPLETED LOCATION AND CONDITION. FILL AROUND FOUNDATION ELEMENTS SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE OR MOVE THE FOUNDATION, WATER- PROOFING OR DAMP - PROOFING. SHORE AND ADEQUATELY SUPPORT FOUNDATION ELEMENTS WHILE PLACING FILL UNTIL THE FOUNDATION ELEMENTS AND THEIR SUPPORTING STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND ATTAINED THEIR REQUIRED DESIGN STRENGTHS. 9. FOUNDATION EXCAVATIONS SHALL BE CLEANED OF DEBRIS, LOOSE SOIL AND STANDING WATER DURING CONSTRUCTION AND IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. PROVIDE FOR DE- WATERING IF WATER IS PRESENT IN THE EXCAVATIONS DUE TO ANY SOURCE. 10. FOUNDATION EXCAVATIONS SHALL BE MADE TO THE SIZES AND SHAPES REQUIRED BY THE CONSTRUCTION DOCUMENTS. NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY. 11. WHERE EXCAVATIONS OCCUR ADJACENT TO EXISTING STRUCTURES, PROVIDE ADEQUATE UNDERPINNING, SHORING OR SUPPORT TO PREVENT SETTLEMENT AND LATERAL MOVEMENT OF THE EXISTING FOUNDATIONS. FOUNDATIONS ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE A MINIMUM OF THE SAME DEPTH AS EXISTING, UNLESS OTHERWISE NOTED. REINFORCED CONCRETE 1. CONCRETE MATERIALS, QUALITY CONTROL AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. 2. CONCRETE SHALL BE NORMAL - WEIGHT (150 PCF) AND ATTAIN 28 -DAY COMPRESSIVE STRENGTHS AS FOLLOWS: - FOUNDATIONS 4000 PSI (W /C = 0.55) - WALLS - 4000 PSI (W /C = 0.50) 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE II. AGGREGATES SHALL CONFORM TO ASTM C33 FOR NORMAL - WEIGHT. MAXIMUM AGGREGATE SIZE USED IN MIXES SHALL BE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED. REINFORCING STEEL SHALL CONFORM TO ASTM A706, GRADE 60. REINFORCING STEEL CONFORMING TO ASTM A615 MAY BE USED IF 5. - THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI), - THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. 6. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60. WELD FILLER METAL FOR REINFORCING STEEL SHALL COMPLY WITH AWS D1.4, Fu =80 KSI. WELDING SHALL CONFORM WITH AWS D1.4. 7. DIMENSIONS LOCATING REINFORCING STEEL ARE TO THE FACE OF REINFORCING STEEL AND DENOTE CLEAR COVERAGE. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS, UON: A. CONCRETE CAST AGAINST EARTH (EXCEPT SLAB ON GRADE) - 3" SLAB ON GRADE - CENTER REINF IN SLAB B. CONCRETE FORMED & EXPOSED TO EARTH OR WEATHER: - #6 THRU #18 BARS - 2" - #5 BAR, W31 OR D31 WIRE, & SMALLER -1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: - BEAMS & COLUMNS - 1 1/2" - SLABS & WALLS: #14 & #18 BARS -1 1/2 ", #11 BAR & SMALLER - 3/4" 9. SPLICES IN CONTINUOUS REINFORCING SHALL BE LAPPED AS SHOWN IN THE TYPICAL DETAIL, UON. SPLICES IN ADJACENT BARS SHALL BE STAGGERED SO THERE IS NO OVERLAP. LAP SPLICES OF #14 & #18 REBAR IS NOT PERMITTED AND BARS SHALL BE CONTINUOUS ONE PIECE FOR THE FULL LENGTH SHOWN. LAP SPLICES OF REBAR IN A BUNDLE SHALL BE EQUAL TO THE LAP SPLICE LENGTH REQUIRED FOR THE INDIVIDUAL BARS WITHIN THE BUNDLE MULTIPLIED BY 1.33. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED. 10. UNLESS DETAILED OTHERWISE: REINFORCING IN CONTINUOUS SOIL - BEARING GRADE BEAMS OR FOOTINGS SHALL HAVE THE TOP BARS SPLICED AT CENTERLINE OF COLUMN SUPPORTS AND THE BOTTOM BARS SPLICED AT BEAM MID -SPAN. AT DISCONTINUOUS ENDS, THE BARS SHALL BE TERMINATED WITH A STANDARD HOOK OR 12" MIN EXTENDED TO THE FAR FACE OF THE BEAM. 11. HOOKS SHALL BE STANDARD HOOKS, UON. 12. ITEMS TO BE EMBEDDED IN CONCRETE, SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC SHALL BE SECURELY TIED AND SUPPORTED PRIOR TO PLACING CONCRETE. 13. CONSTRUCTION JOINTS SHALL BE CLEAN, FREE OF LAITANCE, AND ROUGHENED TO A 1/4" MINIMUM AMPLITUDE. 14. FORM 3/4" CHAMFER AT ALL EXPOSED WALL AND COLUMN EDGES AND CORNERS, UON. 15. WHEN INSTALLING ANCHORS (POST- INSTALLED EXPANSION AND CHEMICAL ANCHORS OR POWDER ACTUATED FASTENERS) OR DRILLING /CORING HOLES AT CONCRETE, DO NOT DAMAGE OR CUT EXISTING REINFORCIN (REBAR OR PRE /POST- TENSIONED STRANDS) UNLESS SPECIFICALLY NOTED OTHERWISE. LOCATE ALL REINFORCING AT AFFECTED AREAS USING NON- DESTRUCTIVE MEANS PRIOR TO INSTALLING ANCHORS OR DRILLING /CORING HOLES. LOCATE EDGE OF ANCHORS OR HOLES NO CLOSER THAN 1" FROM FACE OF REINFORCING. STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO UBC STANDARD NO. 22 -1, MATERIAL SPECIFICATIONS FOR STRUCTURAL STEEL AS FOLLOWS: A) MISCELLANEOUS PLATES: ASTM A572 -82, GRADE 50 B) STEEL PIPE: ASTM A53 -82, GRADE B, FY =35 KSI C) STRUCTURAL TUBING: ASTM A500 -82A, GRADE B, FY = 46 KSI D) MISCELLANEOUS SHAPES: ASTM A36 -81A, FY = 36 KSI E) SHEAR STUDS: A108, Fu =65 KSI 2 WELDING SHALL CONFORM TO IBC SECTION 2205.10. ALL WELDING SHALL BE DONE WITH E70 SERIES ELECTRODES 3. CONNECTORS SHALL CONFORM TO SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. SPECIAL INSPECTIONS 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE FOLLOWING TYPE OF WORK: A) CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE IN ACCORDANCE WITH IBC SECTION 1701.5.1 AND SECTION 1929.7. BOLTS INSTALLED IN CONCRETE: PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND BOLTS IN ACCORDANCE WITH IBC SECTION 1701.5.2. C) BATCH PLANT INSPECTION IN ACCORDANCE WITH IBC SECTION 1929.4. D) WELDING: ALL STRUCTURAL WELDING IN ACCORDANCE WITH IBC SECTIONS 17015.5.1, 17015.5.2, 17015.5.3, 2231.4, AND 2231.5. E) FABRICATION OF METAL PLATE CONNECTED WOOD TRUSSES AS REQUIRED BY CBC SECTION 1704.6.3. F) EXPANSION ANCHORS: DURING INSTALLATION AND PROOF TESTING OF ANCHORS AS REQUIRED BY IBC SECTION 1923.3.5. G) EPDXY ADHESIVE ANCHOR: DURING INSTALLATION AND PROOF TESTING OF ANCHORS PER CBC SECTION 1916.8. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE ENGINEER OF RECORD FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ENGINEER OF RECORD, AND OTHER DESIGNATED PERSONS, AS REQUIRED. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. C) THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. SHOP DRAWINGS 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING ITEMS. SUBMIT ONE (1) SET OF PRINTS AND ONE (1) SET OF SEPIAS FOR REVIEW PRIOR TO FABRICATION. A) CONCRETE. MIX DESIGNS B) STRUCTURAL STEEL 2. ALLOW TEN (10) WORKING DAYS FOR SHOP DRAWING REVIEW COMMENCING THE NEXT WORKING DAY AFTER RECEIPT. PLAN YOUR SCHEDULE ACCORDINGLY. 3. NO PART OF THE CONTRACT DOCUMENTS ARE TO BE REPRODUCED AS PART OF THE SHOP DRAWINGS. SHOP DRAWINGS CONTAINING DETAILS, SECTIONS OR PLANS PHOTO COPIED FROM THE CONTRACT DOCUMENTS WILL BE REJECTED. WOOD 1. LUMBER SHALL BE GRADED IN ACCORDANCE WITH IBC 2303.1, CLASSIFICATION, DEFINITION, METHODS OF GRADING AND DEVELOPMENT OF DESIGN VALUES FOR ALL SPECIES OF LUMBER. SOLID SAWN LUMBER SHALL BE GRADE MARKED DOUGLAS FIR (NINETEEN PERCENT, 19 %, MOISTURE CONTENT AT THE TIME OF INSTALLATION, MAXIMUM) AS FOLLOWS: A) HORIZONTAL FRAMING MEMBERS (JOISTS, RAFTERS & BEAMS): D.F. NO. 1. UNLESS NOTED OTHERWISE B) VERTICAL FRAMING MEMBERS (POSTS, 4X AND LARGER): D.F. NO. 1. C) STUDS, 2x AND 3x: D.F. NO. 2 2. PLYWOOD SHALL CONFORM TO IBC SECTION 2303.1.4, CONSTRUCTION AND INDUSTRIAL PLYWOOD (5 PLY MINIMUM). PLYWOOD SHALL BE MANUFACTURED USING EXTERIOR GLUE. PLYWOOD DIAPHRAGMS AND SHEAR WALLS SHALL BE CONSTRUCTED WITH PLYWOOD SHEETS NOT LESS THAN 4 FEET BY 8 FEET, EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 24 INCHES UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN SHEAR WALLS. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 3. LUMBER SHALL NOT BE CUT OR NOTCHED UNLESS APPROVED, IN WRITING, BY THE ENGINEER OF RECORD. 4. ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS SHALL BE PROVIDED WITH A 1/2 -INCH AIR SPACE ON TOPS, SIDES AND ENDS. 5. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.9.1. 6. ALL MACHINE BOLTS CONNECTING WOOD MEMBERS ON THE PLANS SHALL CONFORM TO ASTM A307, GRADE A. PLACE MALLEABLE IRON OR STEEL PLATE WASHERS UNDER THE HEADS AND /OR NUTS OF ALL BOLTS WHEN BEARING DIRECTLY ON WOOD. ALL BOLTS SHALL BE RETIGHTENED IMMEDIATELY PRIOR TO COVERING OR CLOSING IN. PRE- MANUFACTURED WOOD CONNECTORS SHALL BE PURCHASED FROM THE SIMPSON STRONG -TIE COMPANY, INC. NO SUBSTITUTIONS. ALL 4x4 AND LARGER POSTS SHALL HAVE SIMPSON CCQ OR ECCQTYPE COLUMN CAPS UNLESS OTHERWISE NOTED ON THE PLANS. NOTE: FASTENERS FOR PRESSURE TREATED OR FIRE RETARDANT: TREATED WOOD SHALL BE HOT - DIPPED ZINC COATED GALVANIZED, STAINLESS STEEL SILICON BRONZE OR COPPER. IBC 2304.9.5 CORROSION RESISTANCE NOTE: FASTENERS USED IN WET OR FOR THE ATTACHMENT OF EXTERIOR WALL COVERINGS SHALL BE OF HOT-DIPPED ZINC-COATED - ED ZINC COATED GALVANIZED STEEL, MECHANICALLY DEPOSITED ZINC COATED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR HOT - DIPPED ZINC - COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. THE COATING WEIGHTS FOR MECHANICALLY DEPOSITED ZINC - COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. PER IBC 2304.9.1.1 REVIEWED FOR CODE COMPLIANCE AOP9 :VE APR 18 261 City of Tukwila BUILDING nn /mink 4. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SUPPORTS REQUIRED FOR ERECTION. THIS STRUCTURE MAY NOT BE SELF - SUPPORTING AS DEFINED IN THE AISC CODE OF STANDARD PRACTICE; THEREFORE ERECTION BRACING IS REQUIRED AND IS TO BE PREPARED BY A LICENSED STRUCTURAL ENGINEER. en FNMA MAR Zb 2011 PERMIT CENTER 1224 REGISTERED' ARCHITECT THEOL OHE .K RIRANDVOLD STATE OF WASHINGTON SHEET SCALE `12/S1.1 NTS LEGEND SHEET SCALE 9/S1.1 NTS NOTES REVISIONS BY P.O. BOX 1134 COLUMBIA, CA 95310 LU� v) 00 Z<° LL co +2§4 0*) ° z ♦ DRAWN '/ AG /AH CHECKED BH DATE 01.31.201 1 SCALE AS SHOWN JOB NO. 10159 SHEET S 1 • OF SHEETS STD LAP BOT OF SLAB SLEEVE /WRAP TYP PIPE TYP WHERE PIPES INTERSECT REINF AT TOP OF FTG DEPTH D, STEP FTG TO PASS PIPES ABOVE FTG 1 1/2" MIN CLR TO ALL FTG REINF, TYP CORNER INTERSECTION CORNER SINGLE CURTAIN REBAR 180 DEG HOOK 90 DEG HOOK SIZE D W (TOL + / -) L (TOL + / -) W (TOL +/ -) #3 2 1/4" 3" (1/2 ") 4" (1/2 ") 6" (1 ") #4 3" 4" (1/2 ") 41/2" (1/2 ") 8" (1 ") #5 3 3/4" 5" (1/2 ") 5" (1/2 ") 10" (1 ") #6 41/2" 6" (1/2 ") 6" (1/2 ") 12" (1 ") #7 5 1/4" 7" (1/2 ") 7" (1/2 ") 14" (1 ") #8 6" 8" (1/2 ") 8" (1/2 ") 16" (1 ") #9 91/2" 113/4" (1/2 ") 101/4" (1/2 ") 19 1/2" (1 ") #10 10 3/4" 131/4" (1/2 ") 111/2" (1/2 ") 22" (1 ") #11 12" 14 3/4" (1/2 ") 12 3/4" (1/2 ") 241/4" (1 ") #14 181/4" 213/4" (11/2 ") 17" (11/2 ") 311/4" (21/2 ") #18 24" 28" (2 ") 221/2" (2 ") 411/4" (31/2 ") STEP T &B OF FTG PER TYP DETAIL SEE FOOTING, SINGLE STEP SHOWN, MULTIPLE STEP SIMILAR ALL GRADES OF STEEL D = MINIMUM FINISHED INSIDE BEND DIA d = NOMINAL REBAR DIAMETER TOL = TOLERANCE (PER ACI 117) DETAILING DIMENSION DETAILING DIMENSION 4d 2 1/2" MIN 180° HOOK 90° HOOK OFFSET ABOVE FOOTING 1 1/2" MIN CLR TO ALL FTG REINF, TYP *STD HOOK OR 1' -0" MIN TYP REBAR BENDS & HOOKS PIPE TYP SLEEVE /WRAP TYP WHERE PIPES INTERSECT REINF AT TOP OF FTG DEPTH D, STEP FTG TO PASS PIPES ABOVE FTG CORNER INTERSECTION DOUBLE CURTAIN REBAR 180 DEG HOOK 90 DEG HOOK 135 DEG HOOK SIZE D W (TOL + / -) L (TOL + / -) W (TOL + / -) W (TOL + / -) L (TOL +/ -) #3 1 1/2" 21/4" (1/2 ") 3 3/4" (1/2 ") 3 3/4" (1 ") 4 3/4" (1/2 ") 31/2" (1/2 ") #4 2" 3" (1/2 ") 4" (1/2 ") 41/2" (1 ") 51/2" (1/2 ") 3 3/4" (1/2 ") #5 2 1/2" 3 3/4" (1/2 ") 41/2" (1/2 ") 5 3/4" (1 ") 6" (1/2 ") 4" (1/2 ") #6 41/2" 6" (1/2 ") 6" (1/2 ") 12" (1 ") 81/4" (1/2 ") 41/2" (1/2 ") #7 5 1/2" 7" (1/2 ") 7" (1/2 ") 14" (1 ") 9 3/4" (1/2 ") 51/4" (1/2 ") #8 6" 8" (1/2 ") 8" (1/2 ") 16" (1 ") 11" (1/2 ") 6" (1/2 ") COLUMBIA, CA 95310 STEP T &B OF FTG PER TYP DETAIL SEE FOOTING, SINGLE STEP SHOWN, MULTIPLE STEP SIMILAR HATCHING INDICATES AREA WITHIN FTG WHERE PIPES ARE ALLOWED TO PASS THROUGH SHEET 7/S1.2 SCALE TYPICAL CONCRETE REINFORCING AT CORNERS & INTERSECTIONS FOR TEMPERATURE & SHRINKAGE REINFORCEMENT ONLY 12d for #6,7,8 6d for #3,4,5 2 1/2" THROUGH FOOTING FTG WIDTH 2xFTG WIDTH 3' -0" MIN2' -2" 1' -6" MIN GRADE LINE FACE OF FTG CONTROLLED LOW- STRENGTH MATERIAL PLACED PRIOR TO FTG, OR CONC PLACED W/ FTG, TYP (MATCH FTG WIDTH, MIN) IF SPACING IS LESS THAN 2xD, REMOVE SOIL THIS AREA AND FILL W/ SAME MATERIAL AS AT ADJACENT PIPES III iii =ii NO TRENCHES ADJACENT TO FACE OF FTG BELOW THIS LINE BOT OF CONT OR SPREAD FTG EXCAVATE TRENCH & BACKFILL PER SPECS COMPLIANCF OI APR 18 2U11 City o Tukwila BUILDING DIVI IQ ! 180° HOOK 90° HOOK 135° HOOK TYP REBAR HOOP, STIRRUP, TIE HOOKS & BENDS f'c BAR BAR SIZE (psi) LOCATION #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP 28 38 47 56 81 93 105 118 131 3,000 BOTTOM 22 29 36 43 63 72 81 91 101 TOP 25 33 41 49 71 81 91 102 114 4,000 BOTTOM 19 25 31 37 54 62 70 79 87 MIN " " MIN FOR DEEPER TRENCHES, SEE TYP DET TO STEP CONT FTG OR DROP PAD FTG TO MAINTAIN LIMITS SHOWN 1' -6" MIN SPACE 2xD MIN 4xD MAX, TYP EXCAVATE & BACKFILL TRENCH PER SPECS MAKE SAME DEPTH WHEN SPACING IS LESS THAN 2xD, NO STEPS PERMITTED BEARING SURFACE AS REQUIRED FOR FOUNDATIONS, TYP NOTES 1. TRENCHING LIMITATIONS ARE SAME FOR BOTH FACES OF FOOTING. 2. MAINTAIN LIMITS SHOWN FOR WIDER OR SHALLOWER FOOTINGS BEYOND, WHERE OCCURS NOTES: 1. REINFORCING BEING LAP SPLICED MUST MEET ONE OF THE FOLLOWING CONDITIONS: A. CASE 1: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN ONE BAR DIAMETER, CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT THE SPLICE LENGTH. B. CASE 2: THE CLEAR SPACING OF THE BARS BEING SPLICED IS NOT LESS THAN TWO BAR DIAMETERS AND THE CLEAR COVER IS NOT LESS THAN ONE BAR DIAMETER. C. FOR ALL OTHER CASES, MULTIPLY THE SPLICES SHOWN BY 1.5. 2. THE ABOVE VALUES ARE FOR: UNCOATED REINFORCEMENT, GRADE 60 REBAR, CLASS B., NORMAL WEIGHT CONCRETE 3. TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF NEW CONCRET PLACED BELOW THE BAR. BOTTOM BARS ARE ALL OTHER HORIZONTAL OR VERTICAL REINFORCEMENT. TYP CONCRETE REBAR LAP SPLICE LENGTHS (IN) BELOW FOOTING SHEET 8/S1.2 SCALE TYP PIPE ADJACENT TO FTGS SHEET 5/S1.2 SCALE NOT USED SHEET 2/S1.2 SCALE TYP REBAR DETAILS NOTES: SLAB REINF LARGER ADJACENT d LARGER ADJACENT d, TYP 90° WHEN CROSSING THROUGH OR ABOVE FTG 60° MIIN WHEN CROSSING BELOW FTG 18" MAX CONC SLAB 0/ SUB -BASE, SEE PLAN TYP PIPE CROSSING FOOTING WRAP 1" MIN ALL AROUND BUNDLE PIPE AS TIGHTLY AS POSSIBLE PROVIDE JOINTS AS SHOWN FOR COVERED CONCRETE. CONTACT ARCH FOR EXPOSED CONDITIONS 8" MAX INDLUDING TOTAL DEPTH OF INTERSECTION PIPES BUNDLED PIPE GROUPS 1/8" MIN FLEXIBLE INSULATION 1/3 TOTAL DEPTH OF THICKENED SLAB OR 3" MIN IN SLAB BELOW REINF NOTES 1. "D" = FOOTING DEPTH, "W" = FOOTING WIDTH, "5" = FOOTING STEP. 2. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE SLEEVED /WRAPPED. 3. THIS DETAIL SHALL APPLY IN ALL CASES WHERE A PIPE MUST CROSS A FOOTING. COORDINATE ELEVATIONS AND LOCATIONS OF ALL PIPES & FOOTINGS ACCORDINGLY. CONTACT STRUCTURAL ENGINEER FOR CONDITIONS NOT COVERED. 4 ALL PIPES SHALL BE SLEEVED OR WRAPPED AS SHOWN. SLEEVE INSIDE DIAMETERS SHALL BE MIN 2" LARGER THAN PIPE OUTSIDE DIAMETER. CENTER PIPES WITHIN SLEEVE. PIPES IN PLACE PRIOR TO PLACING CONC MAY BE WRAPPED W/ 1" THICK FLEXIBLE INSULATION INSTEAD OF SLEEVE. 5. SLEEVE /WRAP SHALL EXTEND THE FULL WIDTH OF FOOTING. SEAL ENDS OF SLEEVE /WRAP AS REQUIRED TO PREVENT WATER PENETRATION. 6. MULTIPLE PIPES SHALL COMPLY WITH THE HORIZONTAL AND VERTICAL SPACING SHOWN OR BE GROUPED INTO ONE LARGE BUNDLE WITHIN THE LIMITATIONS SHOWN. MULTIPLE BUNDLED PIPE GROUPS SHALL BE SPACED 4xD MIN OC. 7. PIPES AND SLEEVE /WRAP SHALL BE ADEQUATELY SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE AND DURING CONCRETE PLACEMENT. 8. COORDINATE PIPE LOCATIONS SO THAT FOOTING REINFORCING IS NOT DISPLACED. MOVE PIPES TO MAINTAIN 1 1/2" CLR FROM ALL REINFORCING TO SLEEVE /WRAP. 9. PIPES NEXT TO BUT NOT CROSSING FOOTING SHALL COMPLY WITH TYPICAL DETAIL FOR PIPE ADJACENT TO FOOTINGS. 10. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYETHYLENE FOAM WITH A DENSITY OF 1.5 -3 PCF (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS. 1. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE SLEEVED. 2. PIPES SHALL BE INSTALLED SUCH THAT CUTTING, BENDING OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. 3. PIPES EMBEDED IN SLABS & WALLS SHALL BE 2" MAX DIA & MIN SHEDULE 40 4. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYEYLENE FOAM WITH A DENSITY OF 1.5 -3 PCF (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS. DOWEL STD LAP (MATCH SLAB REINF SIZE & SPACING, #4 MIN) TOOLED EDGE #5 T &B ADDL REINF, TYP 1' -0" 1' -6" MIN, TYP 1' -0" FORMED EDGE 1, -0" SLAB /WALL - SPACING d to 3d ADDL CONT REINF (MATCH SLAB REINF SIZE, #4 MIN) 1" MIN FLEXIBLE INSULATION REINF 3x LARGER ADJACENT d MIN D/3 3/4" MIN COVER OR _ 7 11/2" MIN COVER IF EXPOSED TO EARTH OR WEATHER REEN CITY OCF TU IA MM 2 2011 PERMIT CENTER DRAWN AG /AH CHECKED BH DATE 01 .31 .201 1 SCALE AS SHOWN JOB NO. 10159 SHEET 114EODOfE J BRANOVOLD STATE OF WASHI1 TON THROUGH SLAB BELOW SLAB SLAB /WALL - SPACING 3d & GREATER "D" = SLAB OR WALL THICKNESS "d" = SLEEVE OUTSIDE DIAMETER 51.2 SHEET SCALE 12/S1.2 TYP PIPE CROSSING FTGS SHEET 9/S1.2 SCALE TYP PIPE AT SLABS /WALLS SHEET SCALE 3/S1.2 TYP THICKENED EDGE AT EXTERIOR CONC SLAB OF SHEETS (E) COL 2'- 6 "x2' -6 "x12" DEEP FTG 2'- 6 "x2' -6 "x12" DEEP FTG SAW CUT (E) SLAB AT VAULT LOCATION TYP ALL AROUND (E) COL -,IEVIEWED VIEWED FOR 1 CODE COMPLIANCE OVED APR 18 2011 City of Tukwila WWII SING WISP (E) COL (E) COL (E) COL SHEET 12/S2.1 SCALE 1/ " =1' -0" B TI FLOOR PLAN FLOOR PLAN NOTES: 1. SEE SHEET S1.1 FOR GENERAL NOTES 2. SEE SHEET S1.2 FOR STANDARD DETAILS 3. SEE ARCHITECTURAL PLAN FOR EXACT WALL & DOOR LOCATIONS WALL LEGEND: (N) INTERIOR NON BEARING WALLS -� -� (E) WALLS �- (E) STOREFRONT (N) CONRETE WALLS NORTH %)CF9uViLA MAR ? 3 20N PERMIT CENTER REGISTE ARCHITEC THEODORE d BRANDVOLD STATE OI' WASHI4GTON 1# • W COLUMBIA, CA 95310 <CCO W Sz 03 O` < W < -J 0 Z <C 0= 0 (Ni • DRAWN AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 1 01 59 SHEET 52.1 OF SHEETS s REVISIONS BY Il I rl II �I I I II 2x6 FLAT_ �� 2x6 FLAT 14X1L SIMPSON LUS410 HGR TYP - (E) COL (E) COL (E) COL (E) COL (E) PRE -MANUF TRUSSES @ 8' -0" OC =__ (E) COL (E) PRE -MANUF TRUSSES @ 8' -0" OC (E) PRE - MANUF TRUSSES @8' -0 "OC (E) PRE -MANUF TRUSSES @ 8' -0" OC (E) PRE -MANUF TRUSSES @ 8' -0" OC II II I II II 1� 11 H H H H (E) COL COLLECTOR ?REMAIN (E) COL ROOF PLAN NOTES: 1. SEE SHEET S1.1 FOR GENERAL NOTES 2. SEE SHEET S1.2 FOR STANDARD DETAILS 3. SEE ARCHITECTURAL PLAN FOR EXACT WALL & DOOR LOCATIONS 4. FOR COLLECTOR SPLICES SEE 4/S4.1 1 R WED FOR CODE COMPLIANCE APPROVED APR 18 1u i1 City of Tukwila BUILDING DIVIRIO, WALL LEGEND: (N) INTERIOR NON BEARING WALLS �- (E) WALLS (E) STOREFRONT „ (N) CONRETE WALLS wLLI sz OD CK Q / J 0 Z Irratm < O CV (E) GLB (E) GLB NORTH (E) COL (E) GLB (E) GLB (E) GLB SHEET SCALE • DRAWN AG /AH CHECKED BH DATE 01.31.201 1 SCALE AS SHOWN JOB NO. 1 01 59 SHEET S2.2 2 OF SHEETS REINFORCEMENT PLAN 3' -0" 4' -0" 36' -0" 22' -0" 3' -6" 3' -6" (E) COL FOAM BETWEEN (N) AND (E) WALL (E) BUILDING SLAB ON GRADE CRUSHED SURFACE BASE OR EQUIVALENT - SEE SOILS REPORT O EXCAVATION DETAIL I -1 RE VIEWED EOM i ODE COMPLIANCE APR 18 2011 City of Tukwila BUILDRC DIVISinm CONC VAULT 2'- 6 "x2' -6 "x12" DEEP FTG 2'- 6 "x2' -6 "x12" DEEP FTG ISO CENTER 8' -3" 2' -9" 8' -3" 5' -6" SEE S4.1 FOR DOOR DETAILS L. 3' -0" THICK SLAB SEE SOILS REPORT FOR EXCAVATION AND FILL UNDER (E) SLAB SAW CUT (E) SLAB AT VAULT LOCATION TYP ALL AROUND FIELD VERI VERIFY VERI RECESS SLAB AS REQD FOR DOOR THRESHOLD FRAME NOTES: 1. ALL CONSTRUCTION IS NEW UON 2. REFER TO S1.1 FOR NOTES 3. REFER TO S1.2 FOR STANDARD DETAILS 4. REFER TO SOILS REPORT, PREPARED BY PANGEO PROJECT NO. 10 -161 DATED 01.17.2011 FOR EXCAVATION & FILL 5. REMOVE 12" OF SOIL BELOW SLAB AND REPLACE WITH STRUCTURAL BACKFILL CONSISTING OF CRUSHED SURFACING BASE COURSE OR EQUIVALENT. SEE SOILS REPORT FOR ADDITIONAL INFORMATION 6. VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION 7. THE TRANSITION BEWTEEN THE EXISTING FLOOR SLAB AND VAULT SLAB SHALL BE NO GREATER THAN 1/$' ADDITIONAL EQUIPMENT PIT NOTES 1. AFTER BASE FRAME IS IN PLACE AND LEVELED, FILL RECESS WITH GROUT AS SPECIFIED BELOW: A. NORMAL WEIGHT GROUT (147 POUND PER CUBIC FOOT) B. 28 DAY STRENGTH OF 2000 POUND PER SQAURE C. SLUMP OF 6" TO 7" D. 3/8" MAX PEA GRAVE AGGREGATE SIZE. E. MIN CURE TIME: SEVEN DAYS PRIOR TO EQUPIMENT INSTALLATION 2. BASE FRAME IS TO BE INSTALLED INTO PIT BY RIGGERS 3. GROUTING OF BASE BRAME IS TO BE DONE BY CONTRACTOR NORTH RECEIVFM CITY OF T() LA MAR 2. ; 2011 PERMIT ENTER, Tt ODORE .L BRANDVOLD STATE OF WASHINGTON SCALE Ye =1' -0" VAULT FOUNDATION PLAN 0° WE- V)�D Q r- o0 W IY C% Q W. Q O 0 Z S' • Pmrml Q O 0 I- N DRAWN AG /AH CHECKED BH DATE 01.31.201 1 SCALE AS SHOWN JOB NO. 10159 SHEET S2.3 OF SHEETS PLYWOOD 36' -0" #6 @ 12" OC TYP THUS: 24 241 0" TYP STEEL PLATE AS REQUIRED FOR SHEILDING 3" CLR TYP TYP SAWCUT, PATCH & REPAIR (E) SLAB AS REQ'D TO MATCH (E). LIMITS OF (E) SLAB REMOVAL IS TO BE DETERMINED BY CONTRACTOR III - 111 -111 -11111111 -111111111 SHEET 12/53.1 SCALE 1/2 " =1' -0" -1111 � 1111= 1111..1 II= -1111 � 1111= VAULT SECTION CRUSHED SURFACE BASE SEE SOILS REPORT 13' -0" VAULT ROOF 1o' -0" VAULT CEILING jI REVIEWED FOR ODE COMPLIANCE 10E APR 18 2011 City of Tukwila OU1LDI ,!r n11iis;n NOTE: VAULT SLAB IS TO ALIGN W/ (E) SLAB AT VAULT ENTRANCE VAULT SLAB -3' -0" BO VAULT SLAB -4' -0" BO EXCAVATION FOF TIJF C1YY R TU IA MAR S 2011 PERMIT CENTER REGISTERED ARCHITECT T1-EODORE L BRANDYOLD STATE OP WASHUITON U �Q� W • U w2 Z- I ) V •' N 3 z SL_ * O 6 Zoo W 0 =N3 D N= V) J Z.< 0 0 Olk UczAo U .4 00 O m 3 0 U2U O O 0 I- N 1 DRAWN AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 10159 SHEET 53.1 OF SHEETS PLYWOOD TRUSS SADDLE SEE 3'-2" 4' -0" 36' -4" 22' -0" 3' -6" 3' -8" TYP (2) PLY4x5x0' -8" P LL "x4Y2x0' -8" 2" (E) GLB Y2" PLYWOOD W/ 10d @ 6:6:12 (E) ROOF SLOPE 2x RIPPED MATCH GAP 2x6 NAILER W/ /" V AB OVER PLV4x5x0 -5" OVER 3110 OVERSIZE HOLES #7 @12 "OC EA WAY (E) PLYWOOD (E) TRUSSES @ 8' -0 "OC (E) TRUSS @8' -0" OC 2'- 6 "x2' -6 "x12" DEEP FTG W/ (3) #5 EA WAY TOP AND BOTTOM. EPDXY TOP BARS INTO CONC W/ 4" EMBED, INSTALL W/ THE SIMPSON SET -XP EPDXY #6 @ 12" OC TYP THUS: 24 2 41 #6 DOWELS @ 12" OC THIS: pt.% HSS4x4 13' -0" VAULT ROOF 10' -0" VAULT CEILING (E) TRUSSES TOP CHORD PLY4'x5x0' -8" PL3/2 "x4Y2x0' -8" HSS4x4x% cI W (4) 3/4" 93 AB W/8 "EMB 1" f, fV %V PLAN 1 a VIE W FOR AP/? 18 2011 BUILD! G DAMP' City of Tukwila 16 TYP HSS4x4 SAWCUT PATCH & REPAIR (E) SLAB AS REQ'D TO MATCH (E) LIMITS OF (E) SLAB REMOVAL IS TO BE DETERMINED BY CONTRACTOR PLLx12x1' -0" W/ (4) 3/4l g ANCHOR BOLTS W/ 8" EMB SEE 010 VAULT SLAB IA d IIIIh 1 =1 11 -1 I IF I I IT 1= 11 111-- 111���111= 4;i =111 ��111= -111�� 111= I 111 111 ��111= 'II 111 III= II_ CRUSHED SURFACE BASE SEE SOILS REPORT 1=11 I1I. -111- NOTE: VAULT SLAB IS TO ALIGN W/ (E) SLAB AT VAULT ENTRANCE -4' -0" BO EXCAVATION CPiYOFTUKNALA MAR 2:12011 PERMIT CENTER x._10224 REGISTERED RCHITECT THEODORE L BRANOVOLD STATE OF WASHNi3TON SHEET 12/53.2 SCALE 1/2 " =1' -0" VAULT SECTION vW U 4;: w2- 0 Zoz _4O C� N � J2z Lu oes <n = W W {.L Z 0 U P.O. BOX 1134 COLUMBIA, CA 95310 Linal < CO 00 LL < w > O- Z O 0 ~ CV DRAWN AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 1 01 59 SHEET S3.2 ♦ OF SHEETS 0 O 1" f, fV %V PLAN 1 a VIE W FOR AP/? 18 2011 BUILD! G DAMP' City of Tukwila 16 TYP HSS4x4 SAWCUT PATCH & REPAIR (E) SLAB AS REQ'D TO MATCH (E) LIMITS OF (E) SLAB REMOVAL IS TO BE DETERMINED BY CONTRACTOR PLLx12x1' -0" W/ (4) 3/4l g ANCHOR BOLTS W/ 8" EMB SEE 010 VAULT SLAB IA d IIIIh 1 =1 11 -1 I IF I I IT 1= 11 111-- 111���111= 4;i =111 ��111= -111�� 111= I 111 111 ��111= 'II 111 III= II_ CRUSHED SURFACE BASE SEE SOILS REPORT 1=11 I1I. -111- NOTE: VAULT SLAB IS TO ALIGN W/ (E) SLAB AT VAULT ENTRANCE -4' -0" BO EXCAVATION CPiYOFTUKNALA MAR 2:12011 PERMIT CENTER x._10224 REGISTERED RCHITECT THEODORE L BRANOVOLD STATE OF WASHNi3TON SHEET 12/53.2 SCALE 1/2 " =1' -0" VAULT SECTION vW U 4;: w2- 0 Zoz _4O C� N � J2z Lu oes <n = W W {.L Z 0 U P.O. BOX 1134 COLUMBIA, CA 95310 Linal < CO 00 LL < w > O- Z O 0 ~ CV DRAWN AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 1 01 59 SHEET S3.2 ♦ OF SHEETS 0 32' -0" 2x BLKG ALL AROUND 3' -6" 7' -0" 6' -6" 2" GAP Y2" PLYWOOD W/ 10d @ 6:6:12 2x RIPPED, SLOPE TO MATCH (E) ROOF SLOPE HAND TIGHTEN DOUBLE NUT PLY4x5x5 OVER 3"0 OVERSIZED HOLE —re/ 2" CUT (E) 2x6 JOISTS GAP AND TN TO 4x12 W/ (4) 16d TN, TYP 16' -0" VAULT ROOF 17' -0" VERIFY $, TO (E) WALL 16' -2" VERIFY TO (E) FRAMING (E) TRUSSES @ 8' -0" OC (E) GLB BEYOND (E) 2x6 JOISTS @ 24" OC STEEL PLATE AS REQ'D FOR SHIELDING POCKET FOR GLB SEE 13' -0" VAULT ROOF #6 @12 "OC TYP THUS: 24 NON - EXPANSIVE FOAM J APR 18 2Euij City of Tukwila .iii DIAIP n11/1Prnal 10' -0" VAULT CEILING (E) CMU WALL SAWCUT, PATCH & REPAIR (E) SLAB AS REQ'D TO MATCH (E). LIMITS OF (E) SLAB REMOVAL IS TO BE DETERMINED BY CONTRACTOR 0' -0" VAULT SLAB NOTE: VAULT SLAB IS TO ALIGN W/ (E) SLAB AT VAULT ENTRANCE (E) EXT WALL FTG VERIFY SIZE 111���111= CRUSHED SURFACE BASE SEE SOILS REPORT 7 I-- co CO w co C. IZ Q w J_ o� Z Q O � 0 I- N 4 DRAWN AG /AH CHECKED BH DATE 01.31.2011 SCALE AS SHOWN JOB NO. 1 01 59 SHEET 53.3 SHEET 12/53.3 SCALE 1/2 " =1' -0" VAULT SECTION OF SHEETS ELECT. POWER, CONTROL CIRCUITS & CONDUIT FOR OPERATOR NOT INCLUDED 1Y/" z 1" CLEAR FRAME OPENING F r TO EQUIPMENT 11/2" TOP OF FINISHED FLOOR f DOOR BROOK OPERATOR SEE SPEC LIMIT SWITCH IN FRAME JAMB, TYP PULL, TYP TOP OF FLOOR -4" DOOR HEIGHT 71-4%" FRAME OPENING NOTES 1. AUTOMATIC OPERATOR FURNISHED & INSTALLED BY WELLER CONSTRUCTION WITH PRESS WALL SWITCHES 2. DOOR AND FRAME FURNISHED SANDBLASTED AND PRIME COATED BY WELLER CONSTRUCTION 3. STEEL DOOR FRAME FURNISHED AND INSTALLED BY WELLER CONSTRUCTION 4. NEUTRON SHEIELD DOOR FURNISHED AND INSTALLED BY WELLER CONSTRUCTION 5. LEAD AND POLYBORAN SHEILDING FURNISHED AND INSTALLED BY WELLER CONSTRUCTION 6. ALL ELECTRICAL BY OTHERS 7. USE GRADE 9 NUTS & BOLTS FOR HINGE CONNECTION 8. USE BROOKFIELD INDUSTRIES, INC. SERIERS -W HINGES 9. USE 50 ksi STEEL FOR ALL STEEL PLATES SHEET SCALE 10/S4.1 1 " =1' -0" SECTION SHEET SCALE 4/S4.1 1 " =1' -0" DOOR SPEC PULL OPERATOR -\ (BY OTHERS) ELECTRICAL BOX FLUSH W/ FRAME TO RELAY JUNCTION BOX PARTIAL OPEN (OPTIONAL) PRESS SWITCH & BOX AT 2 LOCATIONS OPERATOR BRACKET INTERLOCK & LIMIT SWITCH HINGE TYP: BOLT ON BROOKFIELD 200 HD SERIES W © © © 1 71" DOOR WIDTH (3) GRADE 9 NUTS SEE SPEC HINGES: BROOKFIELD 200 HD SERIES W 50 KSI, 1" PLATE DRILL AND TAP FOR (3) GRADE 9 BOLTS SEE SPEC 1" MIN STEEL BAR PERIMETER PULL BRASS OR BROZE USD26 FINISH Y/4' STEEL FACE PANELS 0 o 1' -6" 0 o 4" BACK FACE PLATE PARTICLE BOARD FILL 16" POLYBORAN Y/4' STEEL FACE PANELS 1/4" BENT STEEL FRAME WO STUD ANCHORS W/ 6" EMBED (SET OF 18 PER SIDE) 0 53/4" 48" CLEAR FRAME OPENING 4" INSIDE VAULT BEND FRAME AT 8 1/4 " STEEL PLATE (4)1/2'0 ANCHOR BOLT TO FLOOR & LEVEL FRAME 1 EVIEWED FOR CODE COMPLIANCE APPROVED APR 1820111 City of Tukwila BUILDING DIVISI(W GIrt1( t'KUUItA MAR 2 S 2011 PERMIT CENTER THEODORE J. BRANDVC LD STATE OFr'WASHINGTON SHEET 12/S4.1 SCALE 1 " =1' -0" ELEVATION SHEET SCALE 6/54.1 1" =1' -0" PLAN REVISIONS BY • w Z DRAWN AG /AH CHECKED BH DATE 01 .31 .201 1 SCALE AS SHOWN JOB NO. 1 01 59 SHEET S 4 • 1 OF SHEETS • I ALEX SCHEFLO \AcPublish_3568 \247AM2.0.dwg C: \Users \ALEX SCHEFLO \appdata \local \tem MATCH LINE SEE SHT. M2.I (5 (E) FC 0 100cfm S-4 f1 "x21" IV 71 I X I f' MO OW 1100cfm UJOMEN'S-r • RR L 117 I25cFm CE -IA 10 "xI0' 60cfm l x Cs -4A .. 6"x6" :• IF. rIIITRI! f,ha� �V_ ■_' w I III 14 ". `x 60cfm CS -4A 6 "x6" 125cfm CE -1,4 10 "x10' "4' WALL UNISEX 113 PLEXI -GLASS W/ COPY OF ZONING LINE VOLTAGE THERMOSTAT SEE DETAIL 16 ". i Al C. Im 105x4 (A) H 265cfm 3C --10". • 3 -1 6", -- r ,4) S.A. ~ 18'0RA.? 8 "4' E.A. �. --- -14'0 m DN -- 190cfm 12 ". (N) AC -3 60cfm CS -4A 6"x6" AEC< 135cfm CE-1A 0cfm- 18 ". 1305 cm /j 121._1 12 CI-IC. CI—IG. 114 o 115 60cfm 18". SA. WALL 120 105cfm 2 B 14 ". A. 12 ". R.A. 120cfm -, 6"4) 25 r /►T \-6'044■41 HI (E) Rill II 1 j\ 8 "4) 8 ". IC "� 16 ". 800cFm 16 4-- „I —10". n 210cfm 12 ". 510 13 155cfm MAU -1 / OFFICE 110 8"4 I20cfm -„„ 10 "x10 8 ". 10" r — "ALL `. 103 155cfm 14 ". �r8 ", 12 ". WALL 112 OFFICE 111 2 6 5 c f m 3C a 10 ". 10 "o -- 16 ". TYPICAL DIFFUSE CALLOUT, REFER DIFFUSER CALLOI SCHED. THIS SHEI CONFERENCE ROOM 104 0 480cfm 2 D 480cfm o 12 ". 12 ". 16 "m 8"4, 100cfm 6 "4' LINETYPE INDICATES OUTLINE OF MECHANI ROOF WELL ABOVE LO8I31' 100 '.x18 ". —12". 310cfm X` 60cfm ail TYPICAL KEY NOTE -' DESIGNATION, REFER TO KEY NOTE SCHED. THIS 5HEET 155cfm 2B 12"4) I0 ". 10 ". 145cfm 155cfm Apm IN. 102 P.O.C. 11 14 ". R.A. 14 ". SA. 14 ". SA. 12 ". R.A. 145cfm N1Ico 120cfm CS -3A IC "x10" �.GEP.71a 101 n -- 480cfm 4D 480cfm ,X 4D REFER TO DIFFUSER MTG. DETAIL 18 ". j( 22 ". 480cfm 4D 24 "$ n NOTE: ALL DIFFUSERS ARE SPECIFIED AS NEW AT CONTRACTORS OPTION THE EXISTING GRILLES CAN BE RE -USED PROVIDED THEY ARE I. CLEANED 2. PAINTED (OR FREE OF BLEMISHES) 3. MATCH REQUIRED SIZE FOR SPECIFIED AIRFLOW 1500cfm 18" 4) 18 ". 1500cfm -+ MECHANICAL PA[ TOAL FLOOR PLAN SCALE: 1/4".11-0" — NORTH— C MATCH LINE SEE SHT. M2.1 DIFFUSER CALLOUT SCHEDULE DIFFUSER NO. MARK # CFM RANGE DIFFUSER NECK SIZE BRANCH DUCT SIZE 4D CS -4 382 -520 "D WI 1 A IM. OF 18 "x18" 12"0 3G CS -3 245 -381 10"93 W DIM. D OF 18 "x18" 10"0 2B CS -2 101 -244 8 "0 WI A DIM. OF 18 "x18" 8 "0 2C CS -2 245 -381 W/1 A DIM. OF 18 "x18" 10"0 2D CS -2 382 -520 W/ 1 AIM. " D OF 18 "x18" 12"0 1A CS -1 0 -100 6 "0 W/ A DIM. OF 18 "x18" 6"0 .. CS -1 B 0 -100 W 6 "0 A DIM. OF 10 "x22" 6 "s CR -1 0 -1500 22 "x22" - -- O CE -1 0 -1500 22 "x22" - -- II ECHAfOCA(L ZONONG PLAN SCALE: N.T.S. ZONING PLAN: MAKE COPY AND PUT WITHIN FRAME WITH PLEXI -GLASS COVER AND LOCATE IN ELECTRICAL ROOM x'105 KEY 1OTI SCHEDULE c AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: AC UNIT AC UNIT CONNECTION NUMBER TONNAGE SIZE 6 UNIT (E) RTU -5 2 FULL SIZE DUCT SIZES TO TRANSITION TO GOING THIN ROOF JOISTS AC -1 1 1/2 (E) RTU- 1/RTU -1'1 3 REFER TO AC UNIT MTG. DETAILS: SA. = 2844 "x14" R.A. = 12$/8 "x363 "8" SA. = 2834"x14" R.A. = I2$ %8 "x363"8" FULL SIZE (D EXISTING UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR 01-1100ACOCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. O3 EXHAUST FAN ON ROOF ABOVE WITH DUCTS DOWN T1-IRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE e UNIT THRU ROOF JOISTS EF -3 EA. = 15�/2"x151/2" EA. = 16 "x16" REFER TO FAN MOUNTING DETAIL. ®MAKE -UP AIR HOOD ON ROOF ABOVE WITH DUCT DOWN THRU THE AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE e UNIT THRU ROOF JOISTS MAU -1 MA. = 12 "x18" MA. = 12 "x18" PROVIDE MAKE -UP AIR HOOD MAU -1 W/ MOTORIZED DAMPER INTERLOCKED INTO EF -3. DAMPER TO BE ALWAYS OPEN OR ALWAYS CLOSED (NO MODULATING). REFER TO CONTROL DIAGRAM AND MAKE -UP AIR HOOD MTG. DETAIL. O5 NOT USED NOT USED O NOT USED OS EXISTING FAN COIL UNIT MID AT WALL 4 (E) CONDENSING UNIT MTD ON ROOF ABOVE TO REMAIN. ® NOT USED 10 ELECTRIC DUCT HEATERS. REFER TO ELECTRIC DUCT HEATER SCHEDULE SHEET M8.0. REPAIR (E) SUPPLY AND RETURN DUCTS AIRTIGHT. $P.00. CONNECT (N) SA. 4 R.A. DUCTS TO (E) REPAIRED PLENUMS WITH SIZE AS INDICATED. MECHANICAL CONTRACTOR TO VERIFY SIZE AND LOCATION OF (E) PLENUMS INCLUDING WHICH ONE IS SUPPLY AND WHICH ONE IS A RETURN AND MAKE ANY NECESSARY OFFSETS OR TRANSITION AT NO EXTRA COSTS. 12 PROVIDE DOOR LOUVER WITH DIMENSIONS OF 18 "x12" LOCATE WITH BOTTOM AT 12" A.F.F. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. 13 AC UNIT THERMOSTAT, REFER TO CONTROL DIAGRAM. GENE AL NOTES 1.) ALL INDIVIDUAL BRANCH DUCTS ARE TO BE SUPPLIED WITH VOLUME DAMPERS, TYP. 2.) PROVIDE REMOTE OPERATORS ON ALL VOL. DAMPERS THAT ARE NOT ACCESSIBLE THRU CEILING, TYP. 3.) REFER TO MECHANICAL SPECIFICATIONS FOR FLEX DUCT LIMITATIONS. 4.) MECHANICAL CONTRACTOR TO COORDINATE w/ ELECTRICAL 4 PLUMING CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 5.) PROVIDE LINING MATERIALS INSTALLED WITHIN DUCTS AND PLENUMS THAT HAVE A MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UMC CHAPTER 16, PART II, PER UMC. 6.) INSULATION MATERIALS APPLIED TO THE EXTERIOR OF THE DUCTS, LOCATED IN THE BUILDING ARE TO HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE- DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION PER UMC. REFER TO SPECIFICATIONS SHEET M -9.0 FOR SPECIFICATIONS. 1) THERMOSTAT SHALL BE INSTALLED 48" A.F.F. 8) REFER TO MECHANICAL GENERAL NOTES 1/M52 FOR FURTHER INFORMATION. SEPARATE PERMIT AND ArrnOVAL REQUIRED RECEIV Ci1Y OF TU L► MA�t2 ? 1a PERg`� *�. ?t, ova. r REVISIONS BY A PLAN CHECK / I \ 02 -0711 M.S. 10224 REGISTER' ARCHITECT THEODORE J. BRANDVOL STATE OF WASHINGTON W Z t Q7 PARTIAL FLOOR PLAN DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M2.0 OF SHEETS J ALEX SCHEFLO 0 d- 0 0 N N CO r) 0 0 0 i C 0 0 0 0 0 0 a 0 0 J L w U _w x J _0 -U) U SEE BHT. M2.0 _1 _ _ MATCH LINE 12 ". fit 480cf • 12 ". 480cfm 0 12 ". 165cfm rx 8"4, 165cfm 2B 10 ". 114, 2-1(D0' 18" 1 N 2 ". 240Dcfm 20" TYPICAL DIFFUSER CALLOUT, REFER TO DIFFUSER CALLOUT SCI-IED. THIS SHEET 12"4 I6 ". aaa. II 2 900cfm / -CHWS- -0 -o 500cfm 3 / IS". SA. 18', RA. -CT SCAN CONTROL 1 135 ®cc CHWS - - - -- c -CHWR 130cfm J NOTE: ALL DIFFUSERS ARE SPECIFIED AS NEW AT CONTRACTORS OPTION THE EXISTING GRILLES CAN BE RE USED PROVIDED THEY ARE 1. CLEANS 2. PAINTS., `(OR FREE OF BLEMISHES) 2 "4, 3. MATCH RE, WIRED SIZE FOR SPECIFIED AIRFLOW 4, J REFER TO DIFFUSER MTG. DETAIL _SOCK i -VAULT CONTROL 131 (N) AC -2 0 20 ". 20 ". I000cfm \ 16 ". 330cfm 10 ". 5I5cfm n 20 ". 800cfm I -I- I I -1 ,'I/' 'r=1- IS" RA. [8i.o S.A. 1IR!I�fiu.; (E) WALL P.O.C. •I ,37:11FA (E) 132 335cfm 115cfm 8"4, 10 ". 10 ". L 355cfm 100cfm S'4' O 5 4, P.O.G. 16 "4' 8 "4, (E) U.. 16 ". 415cfm 2D x / > 12 "d1,. r�14114, 415cfm 0 EXAM 108 (E) 1 -1- r 0 415cfm EXAM 10'1 -104 _ _ 14 ". OM =11 MECHANICAL PA I TIAL FLOOR PLAN 8"4, n 126 10 ". • 14 ". 6 "4, (E) RTU -2 '00 129 60cfm C1-1G. 128 8 "4, POSIMETRY 130 8"4, 180cfm -- 2B N 14 ". L INETYPE INDICATES OUTLINE OF MECHANICAL ROOF WELL ABOVE I RAM 8' 4, 8"4, 0 "x10 14 ". L _ 10 ". S.A. 10 ". RA. (E) RTU -3 12 "-i x MEN'S cs — RR 6"x6" 1 123 I 125cfm CE -1A 10 "x10" 145 fm F-(-7 > 8", 14, L 1-IALL. 18". 18 "m 125 145cfm x 60cfm 1,sN�CJ CS -4A 6"x6"' 10 ". 14"m 8 "4+ 8 "m 4, 125cfm CE -1A 10 "x10" 12" 124 WALL 119 16 ". 84, 18 ". 12 ". 114, 8" 8 ". 0-C. 0.0 TYPICAL KEY NOTE DESIGNATION, REFER TO KEY NOTE SCHED. THIS SHEET 8"„, 6114, 185cfm 122 BEAK on 1 121 8 "4, 8"4, 10"4, -- 140cfm CE -1A 10 "x10" 85cfm (E) RTU- 1/RtU -11 P.O.C. • k3114 SCALE: 1/4".11-0" SEE BHT. M2.0 MATCH LINE -NORTH- (' ECM COMBUSTION AIR 'VENTILATION FO CGS APPLIANCES PER CMC 701.4 PROVIDE ONE SQUARE INCH PER 2000 BTUH INPUT, PER DUCT. TWO DUCTS REQUIRED, ONE HIGH, ONE LOW, SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS EQUIPMENT ROOM #126 GAS INPUT -WATER HEATER = 120,000 VENT REQUIRED = 120,000 2000 PROVIDE (2) 10"0 (78.54 IN2) COMBUSTION AIR DUCTS (1) LOCATED WITHIN 12" OF FINISHED FLOOR & (1) LOCATED WITHIN 12" OF FINISHED CEILING. 120,000 BTUH = 60 IN2 DIFFUSER CALLOUT SCHEDULE DIFFUSER NO. MARK # M RANGE CF FFUSER NECK SIZE CH BRAN SIZE DUCT 3D CS -3 382 -520 "D W 1 A IM. OF 18 "x18" 12"0 2A CS -2 0 -100 W 6A DIM. OF 18 "x18" 6 "0 2B CS -2 101 -244 W /8A DIM. OF 18 "x18" 8"0 2C CS -2 245 -381 10 "DIM. W/ OF 18 "x18" 10 "0 2D CS -2 382 -520 "D W/ 1 A IM. OF 18 "x18" 12"93 0 CS-1B 0 -100 WL A DIM. OFF 10 "x22" 6 "0 0 CR -1 0 -1500 22 "x22" - -- Rl CR -2 1501- 3000 22 "x46" - -- MECHANICAL ZONING PLAN KEY NOTE SCHEDULE @AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOUJN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO AC UNIT AC UNIT CONNECTION TRANSITION TO GOING NUMBER TONNAGE SIZE UNIT THRU ROOF JOISTS (E) RTU -I 5 (E) RTU -2 (E) RtU -3 5 (E) RTU -4 2 (E) RTU -1 5 2 1/2 AC -2 6 S.A. = 1134"x121/8" R.A. = 10110x255/0" REFER TO AC UNIT MTG. DETAILS. FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. = 20"x121/8" R.A. = 20 "x258/8" 1A EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. ()PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF r UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR �(> SYSTEM SENSOR DH100ACDCLP OR EQUIVALENT AND MECHANICAL 1 CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL ( PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING ( SMOKE DETECTORS WITH AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. SCALE: N.T.S. ZONING PLAN: MAKE COPY AND PUT WITHIN FRAME WITH PLEXI -GLASS COVER AND LOCATE IN ELECTRICAL ROOM *105 (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. ®REPAIR (E) SUPPLY AND RETURN DUCTS AIRTIGHT. *P.O.0. CONNECT (N) S.A. 4 RA. DUCTS TO (E) REPAIRED PLENUMS WITH SIZE AS INDICATED. MECHANICAL CONTRACTOR TO VERIFY SIZE AND LOCATION OF (E) PLENUMS INCLUDING WHICH ONE IS SUPPLY AND WHICH ONE IS A RETURN AND MAKE ANY NECESSARY OFFSETS OR TRANSITION AT NO EXTRA COSTS. ()CHILLER ACC -1, PACKAGED CHILLER PLANT ON ROOF ABOVE PROVIDE 1" C1 -IWS, 1" CHUJR LINES DN THRU ROOF. CHILLER TO BE MOUNTED ON PRESSURE TREATED 4x4 SET IN MASTIC. NOT USED NOT USED ®PROVIDE 11/2" INSULATED CHWS AND CHWR LINES TO UNDERFLOOR MECHANICAL CONTRACTOR TO PIPE PER MFGR'S INSTRUCTIONS. NOTE: PRIOR TO ORDERING MATERIAL FOR CHILLED WATER SYSTEM. MECHANICAL CONTRACTOR SHALL COORDINATE WITH FINAL EQUIPMENT SELECTIONS TO ENSURE PROPER SIZES AND PIPING ARRANGEMENTS ARE BEING PROVIDED. ANY REVISIONS SHALL BE MADE AT NO ADDITIONAL COSTS TO THE PROJECT. NOT USED 10 ELECTRIC DUCT HEATERS. REFER TO ELECTRIC DUCT HEATER SCHEDULE SHEET MS.0. 11 PROVIDE DOOR LOUVER WITH DIMENSIONS OF 18 "x12" LOCATE WITH BOTTOM AT 12" A.F.F. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS. 12 PROVIDE ZONE DAMPER THAT CLOSES BASED ON THERMOSTAT SET POINT, REFER TO DETAIL. 13 AC UNIT THERMOSTAT, REFER TO CONTROL DIAGRAM. II- 02 GENERAL NOTES 1.) ALL INDIVIDUAL BRANCH DUCTS ARE TO BE SUPPLIED WITH VOLUME DAMPERS, TYP. 2.) PROVIDE REMOTE OPERATORS ON ALL VOL. DAMPERS THAT ARE NOT ACCESSIBLE THRU CEILING, TYP. 3.) REFER TO MECHANICAL SPECIFICATIONS FOR FLEX DUCT LIMITATIONS. 4.) MECHANICAL CONTRACTOR TO COORDINATE w/ ELECTRICAL 4 PLUMING CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 5.) PROVIDE LINING MATERIALS INSTALLED WITHIN DUCTS AND PLENUMS THAT HAVE A MOLD, HUMIDITY, AND EROSION RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UMC CHAPTER 16, PART II, PER UMC SECTION 605.0 6) INSULATION MATERIALS APPLIED TO THE EXTERIOR OP THE DUCTS, LOCATED IN THE BUILDING ARE TO HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND A SMOKE- DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION PER CMC 605.0. REFER TO SPECIFICATIONS SHEET M -9.0 FOR SPECIFICATIONS. 1) THERMOSTAT SHALL BE INSTALLED 48" A.F.F. 8) REFER TO MECHANICAL GENERAL NOTES 1/M82 FOR FUR « RATE INFORMATION. WAND .t pROV L RECEN CITY OF Tt !A MAN 1 2011 PERMIT CENTER p REVISIONS BY N A PLAN CHECK 02 -07 -11 M.S. r/ 24 REGI EKED ARCH TECT THEODORE J. BRANDVOL STATE OF WASHINGTON w Z Cr) PARTIAL FLOOR PLAN i DRAWN M. GLATZ 1 CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M2.1 OF SHEETS J ALEX SCHEFLO E a 0 a mp \AcPublish_3568 \247AM2.0.dwg W J 4A)( B (2) 3) 4) (C 5 (6) Iy���% (E) CONDENSER cif 7 ■‹. (E) RTU -3 E (E) RTU -4 O O O (E) EF -2 (E) RTU -5 O O 7 (E) RTU-1/RTU- 1 DEMOLITION MECHANICAL CHANICAL ROOF PLAN SCALE: 1/8" =1'-0" (2) (4) - NOR71 -1- eN MECHANICAL ROOF PLAN SCALE: 1/8".11-0" (C) T (3 DEMOLITION KIEV NOTE SCHEDULE Ol EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING AC UNIT ON ROOF TO BE RELOCATED TO NEW LOCATION SHOWN, MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING ROOF MTD CONDENSING UNIT TO REMAIN. OEXISTING ROOF MTD CONDENSING UNIT, PIPING, ELECTRICAL AND SUPPORTS TO BE REMOVED. PATCH, REPAIR AND PAINT ROOF TO MATCH EXISTING O5 EXISTING ROOF MTD EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. KEY NOTE SCHEDULE @AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN TI-IRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO AC UNIT AC UNIT CONNECTION TRANSITION TO GOING NUMBER TONNAGE SIZE * UNIT THRU ROOF JOISTS (E) RTU -1 5 (E) RTU -2 (E) RTU -3 5 (E) RTU -4 2 (E) RTU -5 2 (E) RTU -1 5 2 1/2 AC -I 1 1/2 AC -2 6 S.A. = 2834 "x14 R.A. = 12%"x3634," S.A. = 1134 "x12''8" R.A. = 1014"x253/6" FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. = 2834"x14" R.A. = 123'8 "x363'6" S.A. = 20"x121/6" R.A. = 20 "x253'a" (E) RTU- 1/RTU -11 3 FULL SIZE REFER TO AC UNIT MTG. DETAILS: 0 EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. 1B LOCATION OF RELOCATED AC UNIT, INSTALLED ON RELOCATED AC CURB. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D ) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. FOR SIMILAR MOUNTING REFER TO AC UNIT DETAILS PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR DH100ACDCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITI -1 AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. EXHAUST FAN ON ROOF WITH DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE a UNIT TI-IRU ROOF JOISTS EF -3 EA. = 151'2 "x151'2" E.A. = 16 "x16" REFER TO FAN MOUNTING DETAIL. r REVISIONS BY 1 A PLAN CHECK f \ 02 -07 -11 M.S. v.J T', SHEET M4.O OF SHEETS t J O *O0 4C -1 0 J 0 VI1 E 8 Vit (N) AC -2 (E) RTU -1 Q ®j — n a ® gp (E)R111-2 00 mm 11 ♦ ∎iii �I ,cow �� t 1'•1 N (E) RTU -4 /—Hs OI lA (E) 01 RTU ►I -1 _ (EOIA -3 1B 0 O g Z C 10 + - !E) EF -2 (E) U ® ® (E) RTU- I/RTU -I1 0 = 01 1A — o L r' (E) RTU -5 00 — 4.,j —[ a MAU -I ® o r�a r_y — 7NTEF -3 ®® (N) AC -1 Ex EA O (3 DEMOLITION KIEV NOTE SCHEDULE Ol EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING AC UNIT ON ROOF TO BE RELOCATED TO NEW LOCATION SHOWN, MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. EXISTING ROOF MTD CONDENSING UNIT TO REMAIN. OEXISTING ROOF MTD CONDENSING UNIT, PIPING, ELECTRICAL AND SUPPORTS TO BE REMOVED. PATCH, REPAIR AND PAINT ROOF TO MATCH EXISTING O5 EXISTING ROOF MTD EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR TO VERIFY EXACT LOCATION. REFER TO KEY NOTE SCHEDULE THIS SHEET FOR FURTHER INFORMATION. KEY NOTE SCHEDULE @AC UNIT ON ROOF WITH LINED SUPPLY 4 RETURN DUCTS DOWN TI-IRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO AC UNIT AC UNIT CONNECTION TRANSITION TO GOING NUMBER TONNAGE SIZE * UNIT THRU ROOF JOISTS (E) RTU -1 5 (E) RTU -2 (E) RTU -3 5 (E) RTU -4 2 (E) RTU -5 2 (E) RTU -1 5 2 1/2 AC -I 1 1/2 AC -2 6 S.A. = 2834 "x14 R.A. = 12%"x3634," S.A. = 1134 "x12''8" R.A. = 1014"x253/6" FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE S.A. = 2834"x14" R.A. = 123'8 "x363'6" S.A. = 20"x121/6" R.A. = 20 "x253'a" (E) RTU- 1/RTU -11 3 FULL SIZE REFER TO AC UNIT MTG. DETAILS: 0 EXISTING AC UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO REPAIR (E) SUPPLY AND RETURN PLENUMS AIR TIGHT. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. 1B LOCATION OF RELOCATED AC UNIT, INSTALLED ON RELOCATED AC CURB. PROVIDE THE FOLLOWING SERVICE TO (E) AC UNIT. A) WASH CONDENSER COIL. B) CHANGE FILTER. C) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. D ) CHANGE BELT (IF BELT DRIVE MACHINE). E) VACUUM OUT FAN HOUSING. FOR SIMILAR MOUNTING REFER TO AC UNIT DETAILS PROVIDE SMOKE DETECTOR ON RETURN PLENUM FOR SHUT DOWN OF UNIT UPON DETECTION OF SMOKE. 120VAC TYPE SMOKE DETECTOR SYSTEM SENSOR DH100ACDCLP OR EQUIVALENT AND MECHANICAL CONTRACTOR SHALL PROVIDE. ELECTRICAL CONTRACTOR SHALL PROVIDE 120VAC POWER TO THE SMOKE DETECTOR AND MONITORING SMOKE DETECTORS WITI -1 AN ADDRESSABLE MONITOR MODULE THRU THE FIRE ALARM SYSTEM. (E) EXHAUST FAN TO REMAIN. MECHANICAL CONTRACTOR SHALL PROVIDE REQUIRED MOTOR / SHEAVE. CHANGE TO PROVIDE AIR BALANCE. EXHAUST FAN ON ROOF WITH DUCTS DOWN THRU THE ROOF WITH SIZES AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE a UNIT TI-IRU ROOF JOISTS EF -3 EA. = 151'2 "x151'2" E.A. = 16 "x16" REFER TO FAN MOUNTING DETAIL. r REVISIONS BY 1 A PLAN CHECK f \ 02 -07 -11 M.S. v.J T', SHEET M4.O OF SHEETS t J J J W Q iz 3 te v W W O n ce D Q 4 M8.0 @MAKE-UP AIR HOOD ON ROOF WITH DUCT DOWN THRU THE ROOF WITH SIZE AS FOLLOWS: DUCT SIZES TO EXH. FAN CONNECTION TRANSITION TO GOING NUMBER SIZE 6 UNIT THRU ROOF JOISTS MAU -1 M.A. = 12"x18" M.A. = 12"x18" PROVIDE MAKE -UP AIR HOOD MAU -I W/ MOTORIZED DAMPER INTERLOCKED INTO EF -3. DAMPER TO BE ALWAYS OPEN OR ALWAYS CLOSED (NO MODULATING). REFER TO CONTROL DIAGRAM AND MAKE -UP AIR HOOD MTG. DETAIL. THEODORE J. BRANDVOL STATE OF WASHINGTON WHEN POSITIONING EXHAUST FAN CONFIRM CLEARANCE OF 10' -0" FROM OUTSIDE AIR INTAKE AND EXHAUST FAN DISCHARGE. ®CHILLER ACC -1, PACKAGED CHILLER PLANT ON ROOF. PROVIDE I CI -IWS, 1" CHWR LINES DN THRU ROOF. REFER TO MOUNTING DETAIL* UTILITY HOOD MTG. DETAIL. EXISTING CONDENSING UNIT ON ROOF TO REMAIN. MECHANICAL CONTRACTOR TO PROVIDE THE FOLLOWING SERVICE TO (E) CONDENSING UNIT. A) WASH CONDENSER COIL. B) RECHARGE REFRIGERANT SYSTEM AS REQUIRED. GENERAL NOTES 1.) AC, EXHAUST FAN CURB HEIGHTS SHALL BE A MINIMUM OF 14" AF.R AT HIGH SIDE OF CURB. 2.) MECHANICAL CONTRACTOR TO COORDINATE WITH PLUMBING TO ENSURE NO VTR'S ARE LOCATED WITHIN EQUIPMENT WELLS. 3.) MECHANICAL CONTRACTOR SHALL COORDINATE WITH CEILING EXHAUST ROOFCAPS AND PLUMBING VENTS TO ENSURE THERE IS 10' -0" CLEARANCE BETWEEN ANY EXHAUST, VENTS AND OUTSIDE AIR INTAKE. 4) MECHANICAL CONTRACTOR TO COORDINATE WITH PLUMBER AND ELECTRICIAN SUCH THAT GAS 4 ELECTRICAL SERVICE IS BROUGHT THROUGH KNOCK -OUT IN CURB. SEPARATE PERMITAND APPROVAL REQUIRED a1Y1KfIYII.A MAR 2 2011 PERMIT CENTER J uJ Z DEMO 8c NEW ROOF PLAN DRAWN 1 M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 v.J T', SHEET M4.O OF SHEETS t J ALEX SCHEFLO a N 0 0 N 0 0 0 0 oci N N J C) Z U w (n CD z f 0 N d- N tr 0 w J L I, EQUIPMENT SCHEDULE KEYNOTE SCHEDULE 0 PROVIDE AC UNITS WITH THE FOLLOWING: a). PRESLOPED PRE - MANUFACTURED CURB, WITH A MIN. HEIGHT OF 8" AT HIGH SIDE OF CURB b). PRE - MANUFACTURED HOLD DOWN CLAMPS. c). CONDENSER COIL GUARD (PLENUMS INC. 18 GA. EXTRUDED ALUMINUM, STEEL GUARD) d). COMPRESSOR PHASE PROTECTOR (SYMCOM MODEL 201) e). ECONOMIZER WITH EQUAL AREA f). HINGED ACCESS PANEL AT THE FOLLOWING 1 . FILTER 2 . CONTROL BOX 3 EVAPORATIVE FAN MTR. 4 COMPRESSOR g). REFER TO FRAMING PLAN ON STRUCTURAL DWG'S h). KNOCKOUTS LOCATIONS: FAN SCHEDULE KEY NOTE SCHEDULE 0 PROVIDE ROOF MOUNTED EXHAUST FAN WITH THE FOLLOWING OPTIONS: A) MTD. ON PRE - MANUFACTURED CURBS B) BAROMETRIC BACKDRAFT DAMPER C) BIRDSCREEN D) DISCONNECT SWITCH EQUIPMENT SCHEDULE MARK MAKE 8c MODEL DESCRIPTION CAPACITY ELECTRICAL CHARACTERISTICS UNIT OPER. wr.(Ibs) KEY NOTES CFM MIN OA ESP HEATING MBH AFUE COOLING MBH TOTAL EDB /`""B EER SUPPLY FAN COMPRESSOR COND. FAN FLA COMB. FAN FLA POWER EXH. RA POWER SUPPLY LN our SEN HP FLA RLA LRA FLA MCA MOCP VOLTS _- (E) RTU -1 TRANE YSCO60A4RMAO4SF (E) ROOFTOP GAS/ ELECTRIC 2000 LOREN COOK ACED- 12OC13D -- 80 64 80% 46.4 62.0 - -- 9.2 1.5 -- - -- - -- -- -- -- - -- -- -- 460 3 - -- CEILING (E) RTU -2 TRANE YCC030F1LOBC (E) ROOFTOP GAS / ELECTRIC 1000 CS -3A -- 40 32 80% 20.8 29.2 - -- 9.2 1.25 -- - -- - -- -- -- -- - -- -- -- 208/ 1 - -- CR -1 (E) RTU -3 TRANE YSC060A4RMAO4SF (E) ROOFTOP GAS/ ELECTRIC 2000 CEILING -- 80 64 80% 46.4 62.0 - -- 9.2 1.5 -- - -- - -- -- -- -- - -- -- -- 460 3 - -- -- (E) RTU -4 TRANE YCCO24F1 LOBJ CE) ROOFTOP GAS/ ELECTRIC CTRIC 800 S580H -22 -- 40 32 80% 16.6 23.4 - -- 9.1 1.25 -- - -- - -- -- -- -- - -- -- -- 208/ 1 - -- (E) RTU -5 TRANE YCCO24F1LOBJ (E) ROOFTOP GAS/ ELECTRIC 800 -- 40 32 80% 16.6 23.4 - -- 9.1 1.25 -- - -- - -- -- -- -- - -- -- -- 208/ 1 - -- (E) RTU -7 TRANE YSC060A4RMAO4SF (E) ROOFTOP GAS/ ELECTRIC CTRIC 2000 -- 80 64 80% 46.4 62.0 - -- 9.2 1.5 -- - -- - -- -- -- -- - -- -- -- 460 3 - -- AC -1 CARRIER 48TCL08A2A6 ROOFTOP GAS/ ELECTRIC 3000 1.0 103 125 82% T.E. 68.8 89.9 105 67 11.0 2.28 3.4 12.2 100 .8 .25 ' -- 16.65 20.3 30 460 3 1125 AC -2 CARRIER 48TCL07A2A6 ROOFTOP GAS/ ELECTRIC 2400 -- 72 59 82% T.E. 59.3 71.5 105 67 11.0 2.01 3.4 9.7 62 .8 .25 -- 14.15 16.3 25 460 3 1015 Oj (E) RTU -1 / RTU -17 TRANE YSC036A4FLA1 C CE) ROOFTOP GAS/ ELECTRIC 1400 -- 60 48 80% 25.4 33.4 - -- 9.2 1.3 -- - -- - -- -- -- -- - -- -- -- 460 3 - -- POWER EXHAUST REDUCE GAS LINE SIZE TO UNIT SIZE AT FINAL ELBOW (BY P.C.) CONDENSATE LINE W/ TRAP, REFER TO PLUMB. SEE MANUFACTURED CURB DETAIL REFER TO PIPE PENETRATION DETAIL (SEE PLUMBING DWGS) 1 "ACOUSTICAL DUCT LINING ON RETURN AND SUPPLY DUCTS SEE FLOOR PLAN FOR SIZES. UNIT HOLD DOWN TO BE FABRICATED FROM 6" WIDE 16 GA. STEEL. TYP. OF (4) SECURE TO UNIT BASE RAIL W /(4) #1Ox1/2" TEK SCREWS, TYPICAL. REFER TO DETAIL 26 GA. S/M COUNTER FLASHING RIGID INSULATION CANT STRIP ALL AROUND (E) ROOF NAIL STRIP WITH MTG. FRAME SECURE TO UNIT CURB WITH (4) #10x1/2" TEK SCREWS. TYPICAL. MOUNTING FRAME BY UNIT MFR (EXTENDS ALL AROUND PERIMETER OF UNIT) 1i2" 0 BOLT (LENGTH AS REQ'D) (2) PER SIDE LOCATED 8" FROM ENDS 4 "x6" BLOCKING AC UNIT MOUNTING DETAIL 9 ACS MOT MOUNTING DETAIL EXHAUST FAN SCHEDULE MARK MAKE & MODEL CONTROL CFM E.S.P. RPM SON ES ELECT.CHARACTER ISTICS REMARKS ITEM LOAD VOLTS 0 (E) EF -1 EXISTING ROOF TOP EXHAUST FAN INTERLOCK W/ (E) RTU -3 __ __ __ __ __ __ __ __ KRUEGER (E) EF -2 EXISTING ROOF TOP EXHAUST FAN INTERLOCK W/ (E) RTU- 1 /R`fU -17 __ __ __ __ -- _- __ __ 1240 -23 -52 EF -3 LOREN COOK ACED- 12OC13D CONTROL THRU LINE VOLTAGE T'STAT 1100 0.25 1300 8.7 HP 1/4 115 1 OPER. WT = 117# AIR COOLED CHILLER SCHEDULE MARK MAKE & MODEL COOLING CAPACITY CAP BTUH COOLANT TEMP. ('F) AMBIENT TEMP. ('F) PUMP ELECTRICAL WEIGHT REMARKS GPM PSI FLA VOLT ACC -1 DIMPLEX HWO7500PR -NF -M 90,000 AT 95' CONDENSING 68 105 30 50 22.3 460/30 (SE NOTE #2) 1350 ALL NOTES NU I tJ: 1. PROVIDE WITH DISCONNECT SWITCH 2. PROVIDE ADDITIONAL 120V CIRCUIT FOR CONTROLS 3. PROVIDE COMPLETE ASSEMBLY FOR WEATHER RESISTANT OUTDOOR INSTALLATION 4. PROVIDE FOR LOW AMBIENT OPERATION 5. PROVIDE WITH STAINLESS STEEL EVAPORATOR AND TANK 6. PROVIDE WITH STAINLESS STEEL PUMP ASSEMBLY 7. PROVIDE WITH ONSITE FACTORY AUTHORIZED START -UP, TESTING AND OWNER TRAINING. ZONE DAMPER SCHEDULE MARK MAKE & MODEL DESCRIPTION INLET OUTLET ELECT. ZD -10 ZONEX -STMPD 10 ZONE DAMPER w /SAMOD 100 100 24V MAKE UP AIR HOOD SCHEDULE MARK MAKE & MODEL SIZE CONTROL E.S.P. REMARKS MAU -1 LOREN COOK GI THIIOAT = 12'x18" INTERLOCK w/ EF -3 MAX AP=.05 PROVIDE w1 MANUFACTURED ROOF CURB MIN. 8' HIGH ELECTRIC DUCT HEATER SCHEDULE MARK SERVES MAKE & MODEL CFM DUCT SIZE KW VOLT PHASE EDH -1 CHANGING ROOMS INDEECO #QUA 10 "x10" 100 10 "x10" 1.5 120 1 EDH -2 CHANGING ROOMS INDEECO #QUA 10 "x10" 100 10 "x10" 1.5 120 1 "CANFAB" UNIT HOLD DOWNS PART No. CF4850DJ, CURB FABRICATED FROM 6" WIDE 16GA STEEL. TYP. OF (4), SECURE TO UNIT CURB WITH (4) #10x1/2" TE SCREWS. TYPICAL. 4" MAX. y' . INSULATED PANELS SECURE TO UNIT BASE RAIL w /(4) #10x1/2" TEK SCREWS TYPICAL. ROOF EXHAUST FAN SEE SCHEDULE DISCONNECT SWITCH BACKDRAFT DAMPER (SIZE TO SUIT) 1 1/4"x1 1 2" LAG BOLT (2 EA. SIDE) WOOD CANT ALL AROUND BACK DRAFT DAMPER SIZE TO SUIT EXHAUST DUCT SEE PLAN FOR SIZE SEE ARCH. DWGS FOR FOR ROOF CONSTR. SIMPSON TIE STRAP OR EQUAL TYP. OF (4) SIDES (SIMPSON #ST292) 4 "x6" BLOCKING BY GEN. CONTR. 1/2" 0 BOLT (LENGTH AS REQ'D) (2) PER SIDE LOCATED 8" FROM ENDS 0 0 0 0 0 O 0 NOTE: MAKE -UP AIR HOOD MAU -1 MOUNTING SIMILAR II II LI. 4 E) ROOF ASSY. 120V -10 I. ELECTRICAL WIRING BY ELECT. CONTR. L FACTORY FURNISHED DISCONNECT AT FAN 0 l J LINE VOLTAGE THERMOSTAT k±11-\--120 VOLTAGE MOTORIZED DAMPER MOTOR W/ SPRING RETURN IN MAKE UP AIR INTAKE. HOLD DOWN PLACEMENT DETAIL NOT TO SCALE HOOF MOUNTED EXHAUST FAN MOUNTING DETAIL LONE VOLTAGE THERMOSTAT COMT OL DIAGRAM MECHANICAL LEGEND I" SYMBOL DESCRIPTION CS -4 300cfm 14 "x6" SA- SUPPLY AIR DUCT SECTION OSA- OUTSIDE AIR DUCT SECTION RA- RETURN AIR DUCT SECTION CS -4 1ST LETTER -LOC C CEILING W -WALL F -FLOOR T -TOE 2ND LETTER- SERVICE SUPPLY R- RETURN - EXHAUST 4 -SEE SCHED. FOR TYPE 300cfm = CUBIC FEET PER MINUTE 14 "x6" = NECK SIZE DOOR LOUVER NUMBER OI KEY NOTE DESIGNATION FAL,EAL,CAL AIR LOUVER FRESH, EXH, COMB AIR RAD,FAD,EAD AIR DAMPER, RTN, FRESH, EXH AIR N.I.M.C. NOT IN MECHANICAL CONTRACT CD-11-8 THERMOSTAT, UNIT NO., ZONE NO. TIME CLOCK W /UNIT NUMBER BYPASS TIMER SMOKE DETECTOR - RL -RS- REFRIGERANT LIQUID, SUCTION MBH THOUSANDS OF BTU PER HOUR (A.F.F.) ABOVE FINISHED FLOOR (B.F.C.) BELOW FINISHED CEILING (E) EXISTING (N) NEW S.A. SUPPLY AIR R.A. RETURN AIR E.A. EXHAUST AIR Br SD f , SINGLE LINE S.A. OR R.A. DUCT WALL SUPPLY OR TOE SUPPLY GRILLE f WALL RETURN GRILLE V ICI II AC CEF FC CC CU RH WALL SUPPLY REGISTER CEILING SUPPLY REGISTER CEILING RETURN REGISTER CEILING EXHAUST REGISTER SUPPLY DROP OR RISER RETURN DROP OR RISER AIR CONDITIONING UNIT CEILING EXHAUST FAN FAN COIL UNIT FURNACE UNIT COOLING COIL CONDENSING UNIT RANGE HOOD GRILLE, REGISTER & DIFFUSER SCHEDULE MARK MAKE MODEL SIZE DEFLECTION MOUNTING T -BAR PANEL OBD REMARKS (SEE BELOW) DESCRIPTION CS -4 KRUEGER 1240 -23 -S4 SEE PLAN J SHEET M8.0 OF SHEETS / CEILING YES YES W/ #44 WHITE FINISH MODULAR CORE, T -BAR, 24 "x24" MODULE ---- CS -3 KRUEGER 1240 -23 -S3 SEE PLAN CEILING YES YES W/ #44 WHITE FINISH MODULAR CORE, T -BAR, 24 "x24" MODULE CS -2 KRUEGER 1240 -23 -52 SEE PLAN L CEILING YES YES W/ #44 WHITE FINISH MODULAR CORE, T -BAR, 24 "x24" MODULE CS -1 KRUEGER 1240 -23 -S1 SEE PLAN CEILING YES YES W ITE4FINISH MODULAR CORE, T -BAR, 24 "x24" CS -4A KRUEGER 1240 -22 -S4 SEE PLAN _4- CEILING NO YES w/ #44 WHITE FINISH MODULAR CORE, HARD CEILING, FLUSH MOUNT CS -3A KRUEGER 1240-22-53 SEE PLAN -- CEILING NO YES w/ #44 WHITE FINISH MODULAR CORE, HARD CEILING, FLUSH MOUNT CS-1B KRUEGER 1240 -23 -S1 22 "x10 FRAME 22 CEILING YES " 24 x12 YES w/ #44 WHITE FINISH MODULAR CORE, T -BAR, 12 "x24" MODULE CR -1 KRUEGER S80H -22 24 "x24" - -- CEILING YES -- w/ #44 WHITE FINISH RETURN, T -BAR, 24 "x24" MODULE CR -2 KRUEGER S80H -22 24 "x48" - -- CEILING YES -- w/ #44 WHITE FINISH RETURN, T -BAR, 24 "x48" MODULE CE -1 KRUEGER S80H -22 24"x24" - -- CEILING YES -- w/ #44 WHITE FINISH RETURN, T -BAR, 24 "x24" MODULE CE -1A KRUEGER S580H -22 - -- - -- CEILING NO -- W/ #44 WHITE FINISH LOUVERED RETURN HARD CEILING DL -1 J & J SERIES 700S - -- - -- - -- NO TO BE PRIME PAINTED NOTE: ALL DIFFUSERS ARE SPECIFIED AS NEW AT CONTRACTORS OPTION THE EXISTING GRILLES CAN BE RE -USED PROVIDED THEY ARE 1. CLEANED 2. PAINTED (OR FREE OF BLEMISHES) 3. MATCH REQUIRED SIZE FOR SPECIFIED AIRFLOW SEPARATE A pROVAND AL REQUIRED crry MO 2:12011 PERMIT CENTER r .- REVISIONS _ BY 1 A P02 LAN. CHECK \ -07 -11 M.S. CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 J Uw Nip z~ z ((;) Oz W L1J- r 5' U Z 00 O U n u]!j C rI.N 0 � • °oa M 10224 REGIST ARCHI THEODORE J. BRANDVOL STATE OF WASHINGTON LU Z SCHEDULES & DETAILS r DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 t SHEET M8.0 OF SHEETS / #10 WIRE FROM STRUCTURE INSTALL DRAWBANDS ON BOTH ENDS OF FLEX.DUCT (TYP.) I/ MINIMUM 3x DUCT DIA. INSTALL w /REGISTER BOX WHERE CONDITIONS PREVENT 3x DUCT DIA. - SEE ROUND DUCT & SQUARE NECK DIFFUSER DETAIL THIS SHEET #7x1/2" S/M SCREWS (4 REQ'D) i -- NOTE: PROVIDE ELBOW W/ SMOOTH RADIUS EQUAL TO 2 1 /2" DIA. IF THE REQ. CAN NOT BE MET PROVIDE LINED S/M BOX PER DETAIL: REFER TO FLEX DUCT SUPPORT DETAIL 2/M8.1 24 "x24" DROP -IN MODULE 26 GA. GALV. CEILING DIFFUSER S/M CLIP INSTALL TAPER WHEN REQUIRED 10x1/2" S/M SCREW, TYP. CEILING I T -BAR NOTE: FLEX DUCT TO BE MOUNTED WITH A MAX DISTANCE OF 12" FROM OVERHEAD SO NO SEISMIC BRACING IS REQUIRED. FLEXIBLE DUCT LIMITED TO LAST 5' -0" TO OUTLET AND SHALL BE THERMAFLEX MODEL MK -E CONSISTING OF AN INNER CORE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER CORE SHALL BE CONSTRUCTED OF A CHLORINATED POLYETHYLENE (CPE) BOUNDED TO THE COATED WIRE HELIX FOR MAXIMUM STRENGTH AND DURABILITY. AN INSULATING BLANKET WOVEN WOVEN OF FIBERGLASS SHALL ENCASE THE INNER CORE AND SHALL BE SHEATHED WITH AN OUTER VAPOR BARRIER OF METALLIZED POLYESTER FILM. THE VAPOR BARRIER SHALL BE .05 PERM PER ASTM E96, PROCEDURE A. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 5500 FPM AND SHALL BE CERTIFIED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL 181 STANDARDS AS CLASS 1 DUCT, AND BEAR UL STAMP. FLEXIBLE DUCTS SHALL BE SUPPORTED AT 4' -0" O.C. WITH 1-1/2" WIDE 28 GA. STEEL HANGER COLLAR ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. COLLARS SHALL HAVE HEMMED EDGES TO PREVENT CUTTING OF FLEXIBLE DUCT. INSTALLATION SHALL MINIMIZE SHARP RADIUS TURNS OR OFFSETS. ALL MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME - SPREAD RATING OF NOT MORE THAN 26 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50. TABLE NO. 8-2-A Rectangular Duct Hangers, Minimum Size inches x 25.4 = mm Maximum Half of Duct Perimeter Pair at 10 Ft. Spacing Pair at 8 Ft. Spacing Pair at 5 Ft. Spacing Pair at 4 Ft. Spacing Strap Wire /Rod Strap Wire/Rod Strap Strap Wire /Rod E = 30" 2 1" x 0.030 (1" x 22 ga.) 10 ga. (0.135 ") 1" x 0.030 (1" x 22 ga.) 10 ga. (0.135 ") 1" x 0.030 (1" x 22 ga.) _Wire/Rod 12 ga. (0.106 ") 1" x 0.030 (1" x 22 ga.) 12 ga. (0.106 ") .E = 72" 2 1" x 0.047 (1" x 18 ga.) 3/8" 1" x 0.036 (1" x 20 ga.) 1/4" 1" x 0.030 (1" x 22 ga.) 1/4" 1" x 0.030 (1" x 22 ga.) 1/4" E = 96" 2 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.047 (1" x 18 ga.) 3/8" 1" x 0.036 (1" x 20 ga.) 3/8" 1" x 0.030 (1" x 22 ga.) 1/4" E = 120" 2 1-1/T x 0.058 (1 -1/2" x 16 ga.) 1/2" 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.047 (1" x 18 ga.) 3/8" 1" x 0.036 (1" x 20 ga.) 1/4" e = 168" 1 -1/2" x 0.058 (1 -1 /2 " x 16 ga.) 1/2" 1" x 0.058 (1 -1/2 "x16 ga.) 1/2" 1" x 0.058 (1 "x16ga.) 3/8" 1" x 0.047 (1 "x18ga.) 3/8" E = 192" 2 �. 1 /2" 1 -1/2" x 0.05b (1 -1/2" x 16 ga.) 1/2" 1" x 0.058 (1" x 16 ga.) 3/8" 1" x 0.058 (1" x 16 ga.) 3/8" E =193" up 2 Special analysis required When straps are lap- joined, use these minimum fasteners: 1 x 0.047 ", 0.036 ", 0.030 - two No. 10 or one 1/4 bolt 1" x 0.058" - two 1/4" dia. 1 -1/2" x 0.058" - two 3/8" dia. Place fasteners in series, not side -by -side. Single Hanger Maximum Allowable Load Strap Wire or Rod (Dia.) 1" x 0.030" - 260 lbs. 0.106" - 80 lbs. 1" x 0.036" - 320 lbs. 0.135" - 120 lbs. 1" x 0.047" - 420 lbs. 0.162" - 160 lbs. 1" x 0.058" - 700 lbs. 1/4" - 270 lbs. 1 -1/2" x 0.058" - 1100 lbs. 3/8" - 680 lbs. 1/2" - 1250 lbs. 5/8" - 2000 lbs. 3/4" - 3000 lbs. Notes: 1. Dimensions other than gage are in inches. 2. Tables allow for duct weight 1 Ibfsf (4.8 kg/m2) insulation weight normal reinforcement and trapeze weight but no external loads. 3. Straps are galvanized steel; other materials are uncoated steel. 4. Allowable loads for P/2 assume that ducts are 0.058 (16 ga.) (1.47 mm) maximum, except that when maximum duct dimension (w) is over 60" (1524 mm), then P/2 maximum is 1.25 w. 5. For trapeze sizes see Table No. 6 -2 -B. 6. Twelve [0.081 in. (2.05 mm)], 10 [0.102 in. (2.59 mm)] or 8 [0.128 in. (3.25 mm)] ga, wire is steel of black - annealed, bright basic or galvanized .type. KEY NOTE SCHEDULE @WOOD FRAMING - 2x6 BLOCKING WITH SIMPSON A35 AT EACH END. LIGHT GAGE FRAMING - 600S162 -33 BLKG WITH SIMPSON L30 AT EACH END. ®WOOD FRAMING - TWO LIGHT GAGE FRAMING - ®FRAMING MEMBER PER ®DUCT SUPPORT STRAP, TO THE LEFT FOR DETA 10x 11 /S /M SCREW SCREWS STRUCTURAL DRAWINGS WIRE OR ROD, SEE TABLE AILS. ® GALVANIZED SHEET METAL DUCT, SEE MECHANICAL PLAN FOR SIZES. ® #10x3/4" SELF - TAPPING CADMIUM PLATED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS. GENERAL NOTES 1. DUCTWORK SHALL CONFORM WITH APPENDIX "A" STANDARD 6 -2 OF THE CMC. 2. HANGER MUST BE POSITIVELY ATTACHED TO THE DUCT WITHIN 2" OF THE TOP OF THE DUCT WITH A MINIMUM OF TWO #10 SHEET METAL SCREWS. 3. DUCT WITH A CROSS- SECTIONAL AREA EQUAL TO OR GREATER THAN 6 SQUARE FEET AND "L" GREATER THAN 12" REQUIRE SEISMIC BRACING. 4. 160Ib MAX HANGER /STRAP LOAD. NOTIFY ARCHITECT FOR HANGER /STRAP LOADS GREATER THAN 160Ibs. [ROUND DUCT & ROUND NECK DIFFUSER MOUNTING DETAOL ALEX SCHEFLO v N 0 03 1247A\ DRAWINGS \MECHANICAL \247AM8.0.dwg 1-1/2"x3/8"O LAG BOLT BLOCKING STEEL STRAP 3"Wx2 "Lx12 GA. MIN. AT 45' MAX(YTYP.) SECURE SPLAY WIRE & STEEL STRAP TO "UNISTRUT" CHANNEL CONNECTOR #J -844 WI 5/8" M.B. AND NUT (TYP.) (E) ROOF ILT -BAR CEILING NO. 12 BRACING WIRE TYP. -� TWO OR FOUR CORNERS, 4 TWIST WITHIN 1 1/2" AT EACH END, SEE SPECIFICATIONS NOTE: BRACING WIRE NOT REQ'D AT GYP BOARD CEILINGS NOT TO SCALE -SPIN IN COLLAR 45' MAX " LINER S/M BOX EYE BOLT PANDUIT BAND FLEX DUCT 12 GA. SPLAY WIRE W/ ( TIGHT TURNS DIFFUSER /GRILLE GYP BOARD CLG. - #8 S/M SCREW, TYP. SHEET METAL BOX (PLAN VIEW) FLEX DUCT MOUNTING DETAOL 240/120/24VAC. -1 (REFER TO ELECT. DWGS. FOR VOLTAGE) BRK MODEL DH400ACDC SMOKE DETECTOR WITH. SAMPLING TUBE FOR FAN SHUT DOWN UPON DETECTION IN SUPPLY DUCT TYPICAL FOR NOT TO SCALE DUCT SUPPORT DETAIL NOT TO SCALE SEE EQUIP. SCHED II FOR VOLTS & PHASE I I DISCONNECT SWITCH �i�i� BY ELECT.CONTR. our-"- % � 1 lied L`bbJ r II 11. I J AC UNIT SYSTEMS IN EXCESS OF 2000cfm. Fri III COMPRESSOR CIRCUIT VAIRIERI TO DIGITAL THERMOSTAT WITH SET AT 78 DEG.F COOLING AND 70 DEG.F HEATING NOTE: 1. VERIFY VOLTAGE 2. ALL CONTROL WIRING WITHIN WALL TO PLATE HEIGHT & EXPOSED TO WEATHER SHALL BE IN CONDUIT BY MECH. CONTRACTOR. 3. CONDUIT FOR POWER WIRING SHOWN DOTTED BY ELECT. CONTRACTOR. 4. CONTROL DEVICES FURNISHED & INSTALLED BY MECH. CONTRACTOR 07,41-1 REVISIONS BY A zi, PLAN 07 -11 CHECK - M.S. . SHEET M8.1 OF SHEETS UW W Z~ z r5) Oz = P D Wu r U A‘V pv O C 10224 REGISTE ARCHIT CT ROUND DUCT er SQUARE NECK DIFFUSER MOUNTING DETAIL BRIEDERT TYPE "B" FLUE CAP ROOFING NOT TO SCALE STORM COLLAR WITH DRAW BAND AT TOP FLASHING 'IL BLOCKING I� l (E) ROOF STRUCTURE REFER TO ARCH. DWGS. DOUBLE WALL FLUE NOTES: 1.) VENT TERMINALS. BELOW OR 4 FT. 1 FT. ABOVE A INTO A BUILDING. 1" AIR SPACE 1"x1/8" RING CLAMP & SUPPORT BRACKETS. SECURE WITH 1/41'0 x 2" LAG SCREWS. VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 4 FT. HORIZONTALLY FROM, AND NOT LESS THAN DOOR, AN OPENABLE WINDOW OR A GRAVITY AIR INLET PER UMC CODE 2.) SEPERATION FROM INLETS. VENTING SYSTEMS SHALL TERMINATE AT LEAST 3 FT. ABOVE AN OUTSIDE- OR MAKEUP -AIR INLET LOCATED WITHIN 10 FT. AND AT LEAST 4 FT. FROM A PROPERTY LINE EXCEPT A PUBLIC WAY. PER UMC CODE flFULE H NIOUNTONG DETAIL NOT TO SCALE AC UNIT CONTROL DOAGRAiI DETAOL NOT USED NOT TO SCALE DETAOL NOT USED NOT TO SCALE NOT TO SCALE Duct Sensor e Field Supplied Wire Nuts line voltage 24 Volt transformer bggli I Cl MC sAMOD RC TERMINAL BOARD RO RO RC -+ Damper Motor CONTROL DIAGRAM NOT TO SCALE CITY Of MAR 2 3 2011 PERMIT THEODORE J. BRANDVOL STATE OF WASHINGTON uJ Z MECHANICAL DETAILS DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 SHEET M8.1 OF SHEETS ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS (DRAWINGS AND PROJECT MANUAL INCLUDING ADDENDUMS) AND ALL APPLICABLE CODE AND STANDARDS. THESE PLANS ARE DIAGRAMMATIC IN NATURE, CONTRACTORS SHALL INCLUDE APPROPRIATE ALLOWANCES FOR OFFSETS AS REQUIRED TO ACCOMMODATE VERTICAL AND HORIZONTAL VARIATIONS IN THE LOCATIONS AND ELEVATIONS OF DUCTWORK, PIPING AND EXISTING CONDITIONS. EACH TRADE SHALL COORDINATE THE ROUTING AND INSTALLATION OF HIS WORK WITH THAT OF ALL OTHER TRADES THROUGH THE GENERAL CONTRACTOR. IN ANY INSTANCES OF CONFLICT, SYSTEMS REQUIRING "GRADE" OF "SLOPE" FOR DRAINAGE (SANITARY SEWER, SANITARY VENT, EQUIPMENT DRAINS, LTG1) SHALL HAYS PRIORITY, PENETRATIONS OF WALLS OR FLOORS FOR THE PASSAGE OF PIPING, DUCTWORK, OR OTHER EQUIPMENT SHALL BE PROPERLY SEALED AFTER INSTALLATION OF EQUIPMENT. PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS, AND SERVICES REQUIRED TO COMPLETELY INSTALL COMPLETE AND WORKING SYSTEMS INCLUDING ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED, EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY SPECIFIED OR SHOW. PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT. SIZES INDICATED FOR ALL DUCTWORK ARE FREE AREA DIMENSIONS. FLEXIBLE DUCTWORK SHALL NOT EXCEED FIVE (5) FEET IN LENGTH. FLEXIBLE DUCT SHALL NOT REST ON LIGHTING FIXTURES. WHERE FLEXIBLE DUCTS REQUIRE SUPPORT, SUSPEND FROM STRUCTURE OVERHEAD WITH NYLON BANDS. PROVIDE RECTANGULAR TO ROUND DUCT TRANSITIONS AS REQUIRED. NOTEt ALL INTERCONNECTING PLUMBING TO BE RUN IN NON- FERROUS MATERIAL. OTHERWISE CONTACT ENGINEERING. BOM COMPONENTS EXCLUDED. TO REFRIGERATION AIR PENT REFRIG. CUTLET INLET MOTORIZED V1ALVE 1 -1/2' A RETRIG BRAZED PLATE HEAT EXCHANGER FLUID TRIMLY 1 -1/2' LOW-LEVEL FLOAT SWITCH 3/4' 1 -1/2' MARLIN. BYPASS VALVE INSTALL MIXING VALVES WITH ' C' PORT AS SHOWN. PORTS 'A' AND "B' MAY BE INSTALLED IN A POSITION FOR EASE OF INSTALLATION. UPON TESTING, VERIFY THAT THE JUMPER SETTINGS IN THE VALVE ARE CORRECT FOR THE ACTION OF THE VALVE. 1•t iPT FLUID PROCESS TO CHILLER 1 -}• HPT CITY WATER OUTLET FROM CHILLER MAMMAL FILL/ SIGHT GLASS/ DRAIN TEMPERATURE SENSOR MOTORIZED MIXING VALVE FLOW SWITCH ACTUAL PORT CONFIGURATION FOR CONSTRUCTIcl ONLY CITY WATER SOLENOID VALVE /A ALL IlEcime ARE IN DOES THIS PRINT COIAINS INFIi1MTIQ1 FMNIRIETIIRY TO DD LES THEISM SOLUTIONS. HAY NOT IC IIPI.ICA/E7. REPR®IITL11, Ot SHIM IN MIT VAT VITHOIR TIE EXPRESSED MITTEN CONSENT OF •1144..ER 043•1 1/4. 313.1.11101132. 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WA S . 3296107 74120001 7408113 7412920 3647030 3896028 0606716 7506904 7506908 7506907 4400106 4004208 4353014 OTT f. 0 1.0 1.0 5. 0 2.0 2.0 3.0 1.0 1. 0 1.0 1.0 1. 0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 2. 0 33..0 1.0 1. a 0. 5 1.0 3. 0 2.0 1.0 1. 0 1. 0 1. 0 1.0 3.0 1.0 1.9 �Mv PC PC ASSET PC PC PC ASSD PC PC PC ASSET PC PC • PC PC PC PC ASSET PC PC PC ACE1 PC PC PC PC PC ASSF]4 PC PC PC PC PC PC ( ECDimplex 4b=2, Thermal Solutions DES10R IY.AVK BRAVO 1W AVK BATE 01/29/04 PAGE 2 OF 2 I• L• SF7D- ALCON 10 MD Y- STRAINER C.N 4I, AIMED SIR.D10111 MME (A) DATE IESC IPTX011 OF RAVISml APPROVED IN Hw0 7,500PR -NF PIPING Im'"" 4 0624 MECHANICAL GENERAL NOOTE$ NOT TO SCALE DETAOL NOT USED NOT TO SCALE CHILLER PIPING DIAGRAM NOT TO SCALE 0 LL. w 2 0 w DETAOL Q NOT USED E N 0 Y NOT TO SCALE DETAOL NOT USED NOT TO SCALE 2,-,t1 DTAUL NOT USED NOT TO SCALE R & 1" RE FRI G. PIPPING R1 I SOL ` REAMER TIGHT WOOD NAILER STRIP tai 1. AND ATTACH MITI 2 SCREWS EACH SIDE IMINIM 1 DiSUEATION FINISHED ROOF 18 GAUGE CALWIFUZED CANTED CURB suf ROOF OPENING AS REQUIRED FOR IVWCE THE PIPING INDICATED ON PLANS FOR FUTURE USE (121(17 MINIMUM) DETAIL JNIOT USED NOT TO SCALE DETAIL NOT USED NOT TO SCALE UTILITY HOOD iM DETAOL NOT TO SCALE SEPAlio PEAUIrdi RA' 41 R EI, ��� CITYTLA MAR 73 2011 PERMIT MIER Pi' REVISIONS -.s. BY PLAN CHECK A 02 -07 -11 M.S. JOB NO. 11-247 SHEET M8.2 �OF SHEETS 1 J C 10224 REGIST ED ARCHI CT THEODORE J. BRANDVOL STATE OF WASHINGTON J MECHANICAL DETAILS DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M8.2 �OF SHEETS 1 ALEX SCHEFLO 0 N co 0 1247A\ DRAWINGS \MECHANICAL \247AM8.0.dwg 0 0 Li] J_ L HEATING AND AIR CONDITIONING SPECIFICATIONS PART 1 GENERAL 1.01 GENERAL CONDITIONS: A. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS IN CONNECTION WITH THE AIR CONDITIONING SYSTEM(S) AS OUTLINED IN THE DRAWINGS & IN STRICT ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY TO PROVIDE THE SYSTEM DESCRIBED OR SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE & READY FOR SERVICE AS SHOWN AND /OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. B. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CORRELATIONS AND GENERAL REQUIREMENTS. 1.02 WORK INCLUDED: A. THE SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWING: 1. ROOF TOP GAS /ELECTRIC SYSTEM 2. EXHAUST FANS AND DUCTWORK. 3. WALL FAN COIL UNIT W/ REMOTE HEAT PUMP 4. SUPPLY AND RETURN DUCTWORK, AND CEILING OUTLETS. 5. TESTING AND ADJUSTING OF THE COMPLETE SYSTEM. 6. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. 1.03 WORK NOT INCLUDED: A. THE FOLLOWING IS NOT INCLUDED IN THIS PARTICULAR WORK: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LINE VOLTAGE WIRING, AND ALL LINE VOLTAGE CONDUIT, DISCONNECTS, MANUAL STARTERS & CONNECT UP ALL MOTORS COMPLETE. AIR CONDITIONING CONTRACTOR TO PROVIDE WIRING DIAGRAM AS REQUESTED. 1.04 WORKMANSHIP: A. WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK. 1.05 RULES, REGULATIONS, AND CODES: A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND REGULATIONS OF THE FOLLOWING: 1. NATIONAL FIRE PROTECTION ASSOCIATION. 2. STATE FIRE MARSHAL. 3. PART - 5, T24 CALIFORNIA CODE OF REGULATIONS. 4. STATE HEALTH DEPARTMENT. 5. STATE INDUSTRIAL ACCIDENT COMMISSION'S SAFETY ORDERS. 6. RULES OF LOCAL UTILITY. 7. CALIFORNIA MECHANICAL CODE. 8. CALIFORNIA BUILDING CODE. 9. CALIFORNIA PLUMBING CODE. 10. CALIFORNIA ELECTRIC CODE. B. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE REGULATIONS. C. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR. D. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES. 1.06 SITE EXAMINATION AND CONDITIONS: A. THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON ACCOUNT OF ERROR. 1.07 AS BUILT DRAWINGS: A. SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL SUPPLEMENTARY GENERAL CONDITIONS, AS- BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT -OFF VALVES AND STUB -OUTS FOR FUTURE, AND ALL CHANGES MADE DURING THE COURSE OF THE WORK. FURNISH REPRODUCIBLE DRAWINGS WHEN WORK IS COMPLETE. B. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG NUMBERS STATED HEREIN. C. DIMENSIONS, SIZES, AND CAPACITIES SHOWN ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT PERMISSION OF THE ARCHITECT. 1.08 MATERIAL LIST AND SUBSTITUTIONS: A. PRIOR TO COMMENCEMENT OF WORK, AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER. ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT. B. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATION OR CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT SPECIFIED. NO SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT TO REQUIRE ORIGINALLY SPECIFIED ITEM. C. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST. D. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTACT AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL BE SUBMITTED IN FIVE (5) COPIES AND IN A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED. 1.09 FEES, PERMITS, AND UTILITY SERVICES: THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, AND SECURE APPROVALS FROM AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY. 1.10 GUARANTEE: AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR. IF, WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS PROVEN TO BE DEFECTIVE IN WORKMANSHIP AND /OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS CONTRACTOR. 1.11 ACCESSIBILITY: CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK. ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED. PART 2 - PRODUCTS 2.01 DUCTWORK A. MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE PRODUCTION OF NOT MORE THAN 50. B. ALL SHEET METAL DUCTWORK SHALL BE MADE OF COMMERCIAL GRADE GALVANIZED STEEL. C. BROKEN PIECES IN COATING MADE IN FORMING SHALL BE COMPLETELY SOLDERED OVER. WEIGHTS OF SHEETS SHALL NOT BE LESS THAN THE FOLLOWING: SIZE OF DUCTS US GAUGE GALV IRON 0" TO 12" 13" TO 30" 31" TO 54" 55" AND LARGER 26 24 22 20 2.02 INSULATED FLEXIBLE DUCT: INSULATED FLEXIBLE DUCT A. FLEXIBLE DUCT SHALL BE LIMITED TO 5' -0" FROM OUTLET AND SHALL BE THERMAFLEX MODEL MK -E CONSISTING OFAN INNER CORE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER CORE SHALL BE CONSTRUCTED OF A CHLORINATED POLYETHYLENE (CPE) BONDED TO THE COATED WIRE HELIX FOR MAXIMUM STRENGTH AND DURABILITY. AN INSULATING BLANKET WOVEN OF FIBERGLASS SHALL ENCASE THE INNER CORE AND SHALL BE SHEATHED WITH AN OUTER VAPOR BARRIER OF METALLIZED POLYESTER FILM. THE VAPOR BARRIER SHALL BE .05 PERM PER ASTM E96, PROCEDURE A. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 5500 FPM AND SHALL BE CERTIFIED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL 181 STANDARDS AS CLASS 1 DUCT, AND BEAR UL STAMP. B. FLEXIBLE DUCTS SHALL BE SUPPORTED AT 4' -0" O.C. WITH 3" WIDE 28 GAUGE STEEL HANGER COLLAR ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. COLLARS SHALL HAVE HEMMED EDGES TO PREVENT CUTTING OF FLEXIBLE DUCT. INSTALLATION SHALL MINIMIZE SHARP RADIUS TURNS OR OFFSETS. C. DUCT MATERIAL SHALL HAVE A MINIMUM 'R' VALUE OF 8. D. FLEXIBLE DUCTS MAY BE USED TO CROSS SEISMIC JOINTS WITHOUT OFFSETS. E. ALL MATERIAL EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME - SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE- DEVELOPED RATING OF NOT MORE THAN 50. F. DUCT LEAKAGE SHALL NOT BE MORE THAN 6% OF TOTAL AIR FLOW AND SHALL BE VERIFIED. 2.03 BALANCING DAMPERS A. BALANCING DAMPERS SHALL BE FURNISHED AND INSTALLED AT LOCATIONS INDICATED ON THE DRAWINGS. B. DAMPERS SHALL HAVE LOCKING AND INDICATING QUADRANT PARKER -KALON COMPANY'S, ELGIN, OR EQUAL. DAMPERS INSTALLED IN INACCESSIBLE LOCATIONS SHALL HAVE DAMPER RODS EXTENDED AND TERMINATED WITH CEILING, WITH A YOUNG COMPANY'S, ELGIN, OR EQUAL, ADJUSTABLE COVER CONCEALED DAMPER REGULATOR. C. DAMPERS. IN SQUARE OR RECTANGULAR DUCTS NOT SHOWN AS SPLITTER OR BUTTERFLY DAMPERS SHALL BE OF THE MULTI - LOUVER TYPE ARRANGED FOR OPPOSED BLADE OPERATION AND SHALL BE CONTROLAIR, KRUEGER, OR EQUAL TO CONTROLAIR OPP -MD. BUTTERFLY AND SPLITTER TYPE DAMPER BLADES SHALL BE OF U.S. 16 GAUGE GALVANIZED STEEL, MINIMUM, AND SHALL HAVE A MINIMUM SHAFT SIZE OF 3/8 ". DAMPERS IN ROUND DUCTS SHALL BE SINGLE BLADE TYPE, CONTROL AIR OR EQUAL, WITH EXTENDED SHAFT AS REQUIRED. D. MARK DUCTS TO INDICATE PERMANENT DAMPER POSITION AFTER THE SYSTEM HAS BEEN TESTED AND BALANCED. 2.04 FLEXIBLE CONNECTIONS A. FLEXIBLE CONNECTIONS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN. DUCT CONNECTIONS SHALL ALSO BE FURNISHED AND INSTALLED WHERE SHOWN. DUCT CONNECTIONS SHALL BE VENT - FABRICS, BAUER AND BLACK FIBERGLASS THERMOSETTING ADHESIVE TAPES NO. 263 AND 281. APPLY PER MANUFACTURER'S RECOMMENDATIONS. WIDTH OF FLEXIBLE CONNECTIONS SHALL BE SUFFICIENT TO ALLOW ONE INCH (1) MINIMUM FREE SPACE BETWEEN TWO METAL COLLARS TO BE CONNECTED. PROVIDE COVER OVER FLEX- CONNECTIONS TO PROTECT THEM FROM THE SUN. 2.05 FILTERS A. GENERAL: 1. AIR FILTERS SHALL BE OF AN APPROVED TYPE TESTED IN ACCORDANCE WITH TEST METHOD SCFM- 12 -71 -1 AS SHOWN IN PART 12, T -24, CALIFORNIA CODE OF REGULATIONS. PREFORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. 2. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER, AS DEFINED IN THE TEST METHOD ABOVE. 3. AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING OR REPLACEMENT. 4. THE CONTRACTOR SHALL FURNISH THE OWNER WITH ONE (1) ADDITIONAL COMPLETE FILTER CHANGE FOR ALL UNITS UPON ACCEPTANCE OF THE MECHANICAL SYSTEM. B. UNIT FILTERS: ALL FILTERS SHALL BE AMERICAN FILTER- AMER -GLAS AG -5, FARR, LOW VELOCITY FILTERS, 2" THICK, WITH FRAMES AND ACCESS PANELS. 2.06 GRILLES, REGISTERS, AND DIFFUSERS A. CEILING SUPPLY DIFFUSERS SHALL BE KRUEGER MODULAR CORE (SERIES 1240- 23 -S4) OR EQUAL, WITH LAY -IN OR SURFACE TYPE FRAME, AS SPECIFIED, OPPOSED BLADE DAMPER AND EXTRACTOR. DIFFUSER SHALL BE PROVIDED WITH FACTORY APPLIED OFF WHITE FINISH, ALL AS SCHEDULED ON THE DRAWINGS. B. CEILING RETURN GRILLE AND EXHAUST SHALL BE KRUEGER (SERIES S80H -23) WITH LAY -IN OR SURFACE TYPE FRAME OR EQUAL, MADE OF STEEL WITH FACTORY APPLIED FINISH TO MATCH THE SUPPLIES, ALL AS SCHEDULED ON THE DRAWINGS. C. WALL SUPPLIES SHALL BE KRUEGER 5880V -22 WITH OPPOSED BLADE DAMPER. REGISTER SHALL BE PROVIDED WITH FACTORY APPLIED WHITE FINISH. D. WALL RETURN SHALL BE KRUEGER S580H -22 WITH A WHITE FINISH TO MATCH THE SUPPLY. E. DOOR LOUVERS SHALL BE J & J SERIES 700S PRIME PAINTED. F. OUTSIDE AIR AND COMBUSTION AIR LOUVERS SHALL BE RUSKIN WITH INSECT SCREEN AND MOUNTING FRAME. LOUVERS SHALL BE PRIME PAINTED. G. GRILLES SHALL BE SELECTED AND APPROVED BY MANUFACTURER TO OPERATE WITHOUT OBJECTIONABLE NOISE OR DRAFT. 2.07 EQUIPMENT A. COMBINATION HEATING AND COOLING ROOF TOP AIR CONDITIONING UNIT (6 TONS AND BELOW): 1. GENERAL: THE UNIT SHALL BE PACKAGE -TYPE COOLING \HEATING AIR COOLED SELF - CONTAINED HIGH EFFICIENCY AIR CONDITIONING UNIT. IT SHALL BE CARRIER, TRANE, OR EQUAL, SIZED AS SHOWN ON THE DRAWINGS. A. UNITS SHALL BE DESIGNED FOR ROOF MOUNTING OUTDOORS AS SHOWN ON THE DRAWINGS AND SHALL CONSIST OF COMPRESSORS, CONDENSERS, EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND FACTORY INSTALLED TEMPERATURE CONTROLS, FILTERS, AND OUTDOOR AIR DAMPERS. UNITS SHALL BE DOWN DISCHARGE AS SHOWN ON THE DRAWINGS. THE DOWN DISCHARGE UNIT SHALL BE DESIGNED INTERNALLY FOR DOWN DISCHARGE APPLICATION. B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND COATED WITH A BAKED ENAMEL FINISH. CABINET INTERIOR SHALL BE INSULATED WITH 1" THICK NEOPRENE COATED FIBERGLASS. CABINET PANELS SHALL BE EASILY REMOVABLE FOR SERVICE ACCESS TO ALL OPERATING COMPONENTS. A CONDENSATE DRAIN CONNECTION FOR THE INDOOR COIL SHALL BE PROVIDED. C. FANS AND MOTORS: INDOOR BLOWERS SHALL BE FORWARD CURVED CENTRIFUGAL BELT DRIVEN TYPE CAPABLE OF DELIVERING THE REQUIRED CFM AT THE EXTERNAL STATIC PRESSURE AS SPECIFIED IN THE EQUIPMENT SCHEDULE. INDOOR BLOWER MOTORS SHALL HAVE PILLOW BLOCK BEARINGS WITH PROVISION FOR LUBRICATION. OUTDOOR FANS SHALL BE OF THE PROPELLER TYPE, DIRECT DRIVE, WITH PERMANENTLY LUBRICATED BEARINGS AND SHALL DISCHARGE AIR UPWARDS. D. COILS: INDOOR AND OUTDOOR COILS SHALL BE OF NON- FERROUS CONSTRUCTION WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED AND COIL GUARD. E. COMPRESSORS: SHALL BE HERMETIC OR SCROLL TYPE. THEY SHALL HAVE VIBRATION ISOLATORS AND A FACTORY INSTALLED CRANKCASE HEATER. COMPRESSORS SHALL BE FURNISHED WITH A STANDARD 1 YEAR PRODUCT WARRANTY AND AN ADDITIONAL 2ND THROUGH 5TH YEAR WARRANTY. COMPRESSORS SHALL BE CAPABLE OF OPERATION DOWN TO 45 DEGREES F OUTDOOR AIR TEMPERATURE. 1) UNIT SHALL BE CAPABLE OF UNLOADING DOWN TO 15 % OF FULL LOAD CAPACITY. F. COOLING SYSTEM ACCESSORIES AND SAFETY CONTROLS: SHALL INCLUDE MANUAL RESET, LOW AND HIGH PRESSURE SWITCHES, OVERLOADS, ANTI - RECYCLE TIMING DEVICE AND ADJUSTABLE LOW AMBIENT LOCKOUT. 1) COOLING SYSTEM SHALL INCLUDE THERMAL EXPANSION VALVES, FILTER DRIERS, SIGHT GLASSES, COMPRESSOR SERVICE VALVES AND LIQUID LINE SERVICE VALVES. G. HEATING SECTION SHALL BE FORCED COMBUSTION TYPE POWER BURNER, NEGATIVE PRESSURE GAS VALVE, MANUAL SHUT -OFF, HOT SURFACE IGNITION, AND FLAME SENSING SAFETY CONTROL. 1) THE HEAT EXCHANGER SHALL BE pF THE TUBULAR SECTION TYPE CONSTRUCTED ON A MINIMUM OF 20 -GAUGE STEEL COATED WITH A NOMINAL 1.4 MIL ALUMINUM- SILICONE ALLOY FOR CORROSION RESISTANCE. 2) BURNERS SHALL BE OF THE IN -SHOT TYPE CONSTRUCTED OF 320 STEEL. 3) ALL GAS PIPING SHALL ENTLkR TH UNIT CABINET AT A SINGLE LOCATIONS. H. THE COOLING SECTION SHALL Hp■VE THE REQUIRED CAPACITY AND CFM AIR DELIVERY AS SHOWN ON THE PLAN WITH THE RETURN AND CFM AIR DELIVERY AS SHOWN ON THE PLAN WITH THE RETURN AIR AT A TEMPERATURE OF 80 DEGREES DB AND 67 DEGREES WB AND OUT OOR AIR TEMPERATURE OF 105 DEGREES DB. - CONTINUED ON NEXT COLUMN - - CONTINUED FROM PREVIOUS COLUMN - I. THE COILS SHALL BE ALUMINUM FINNED MECHANICALLY BONDED TO COPPER TUBING AND PROVIDED WITH COIL GUARD. J. UNIT FILTER SECTION: STANDARD FILTER SECTION SHALL CONSIST OF LOW VELOCITY, DISPOSABLE FIBERGLASS 2" FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 300 FPM AT NOMINAL AIR FLOWS. SEE PARAGRAPH TITLED "FILTERS" HEREIN. K. THE COMPRESSOR SHALL BE SCROLL, HERMETICALLY SEALED TYPE AND SHALL BE EQUIPPED WITH VIBRATION ISOLATORS. THE COMPRESSOR MOTOR ASSEMBLY SHALL BE PROTECTED BY OVERLOADS AND /OR INTERNAL THERMOSTAT PROTECTION. THE COMPRESSOR SHALL BE PROVIDED WITH A TOTAL OF FIVE (5) YEARS WARRANTY. L. THE UNIT SHALL BE EQUIPPED WITH LOW AMBIENT TEMPERATURE CONTROL DOWN TO 45 DEGREES F, CRANKCASE HEATER, HEAD PRESSURE CONTROL, COMPRESSOR TIME CYCLE PROTECTOR, CONVENIENCE OUTLET, AND A FACTORY INSTALLED, INTERNALLY MOUNTED, NEC, UL, AND APPROVED NON -FUSED DISCONNECT. M. PROVIDE A FULL ECONOMIZER AS DETAILED ON THE DRAWINGS WITH ADJUSTABLE TEMPERATURE CONTROL SETTING FOR "FREE" COOLING WITH OUTDOOR AIR WHILE LOCKING OUT COMPRESSOR BY DRY BULB TEMPERATURE. THE ECONOMIZER SHALL BE MODULATING TYPE. UNITS TO BE PROVIDED WITH BAROMETRIC RELIEF DAMPER PROVIDING POSITIVE BUILDING EXHAUST. N. ROOF CURB: UNITS SHALL BE INSTALLED ON FULL PERIMETER SUPPORT NATIONAL ROOFING CONTRACTORS ASSOCIATION APPROVED ROOF CURBS WHEN SHOWN. CURBS SHALL HAVE SEAL STRIP ON LOAD BEARING SURFACE, WOOD NAILER STRIP TO FACILITATE FLASHING AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. CURBS SHALL BE PRE - SLOPED TO MATCH THE SLOPE OF THE ROOF AND HAVE A MINIMUM HEIGHT OF 14" AT THE HIGH POINT OF THE ROOF. B. COOLING /HEATING ROOF TOP AIR CONDITIONING UNIT (7 -1/2 TONS AND ABOVE): 1. GENERAL: THE UNIT SHALL BE PACKAGE -TYPE COOLING \HEATING AIR COOLED SELF - CONTAINED HIGH EFFICIENCY AIR CONDITIONING UNIT. IT SHALL BE CARRIER, TRANE, OR EQUAL, SIZED AS SHOWN ON THE DRAWINGS. A. UNITS SHALL BE DESIGNED FOR ROOF MOUNTING OUTDOORS AS SHOWN ON THE DRAWINGS AND SHALL CONSIST OF COMPRESSORS, CONDENSERS, EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND FACTORY INSTALLED TEMPERATURE CONTROLS, FILTERS, AND OUTDOOR AIR DAMPERS. UNITS SHALL BE DOWN DISCHARGE AS SHOWN ON THE DRAWINGS. THE DOWN DISCHARGE UNIT SHALL BE DESIGNED INTERNALLY FOR DOWN DISCHARGE APPLICATION. B. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND COATED WITH A BAKED ENAMEL FINISH. CABINET INTERIOR SHALL BE INSULATED WITH 1" THICK NEOPRENE COATED FIBERGLASS. CABINET PANELS SHALL BE EASILY REMOVABLE FOR SERVICE ACCESS TO ALL OPERATING COMPONENTS. A CONDENSATE DRAIN CONNECTION FOR THE INDOOR COIL SHALL BE PROVIDED. C. FANS AND MOTORS: INDOOR BLOWERS SHALL BE FORWARD CURVED CENTRIFUGAL BELT DRIVEN TYPE CAPABLE OF DELIVERING THE REQUIRED CFM AT THE EXTERNAL STATIC PRESSURE AS SPECIFIED IN THE EQUIPMENT SCHEDULE. INDOOR BLOWER MOTORS SHALL HAVE PILLOW BLOCK BEARINGS WITH PROVISION FOR LUBRICATION. OUTDOOR FANS SHALL BE OF THE PROPELLER TYPE, DIRECT DRIVE, WITH PERMANENTLY LUBRICATED BEARINGS AND SHALL DISCHARGE AIR UPWARDS. D. COILS: INDOOR AND OUTDOOR COILS SHALL BE OF NON- FERROUS CONSTRUCTION WITH ALUMINUM PLATE FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED AND COIL GUARD. E. COMPRESSORS: SHALL BE HERMETIC OR SCROLL TYPE. THEY SHALL HAVE VIBRATION ISOLATORS AND A FACTORY INSTALLED CRANKCASE HEATER. COMPRESSORS SHALL BE FURNISHED WITH A STANDARD 1 YEAR PRODUCT WARRANTY AND AN ADDITIONAL 2ND THROUGH 5TH YEAR WARRANTY. COMPRESSORS SHALL BE CAPABLE OF OPERATION DOWN TO 45 DEGREES F OUTDOOR AIR TEMPERATURE. 1) UNIT SHALL BE CAPABLE OF UNLOADING DOWN TO 15% OF FULL LOAD CAPACITY. F. COOLING SYSTEM ACCESSORIES AND SAFETY CONTROLS: SHALL INCLUDE MANUAL RESET, LOW AND HIGH PRESSURE SWITCHES, OVERLOADS, ANTI - RECYCLE TIMING DEVICE AND ADJUSTABLE LOW AMBIENT LOCKOUT. 1) COOLING SYSTEM SHALL INCLUDE THERMAL EXPANSION VALVES, FILTER DRIERS, SIGHT GLASSES, COMPRESSOR SERVICE, VALVES AND LIQUID LINE SERVICE VALVES. 2. HEATING SECTION: A. GAS BURNER SHALL BE FORCED COMBUSTION TYPE POWER BURNER, NEGATIVE PRESSURE GAS VALVE, MANUAL SHUT -OFF, HOT SURFACE IGNITION, AND FLAME SENSING SAFETY CONTROL. B. THE HEAT EXCHANGER SHALL BE OF THE TUBULAR SECTION TYPE CONSTRUCTED ON A MINIMUM OF 20 -GAUGE STEEL COATED WITH A NOMINAL 1.4 MIL ALUMINUM - SILICONE ALLOY FOR CORROSION RESISTANCE. C. BURNERS SHALL BE OF THE IN -SHOT TYPE CONSTRUCTED OF 320 STEEL. D. ALL GAS PIPING SHALL ENTER THE UNIT CABINET AT A SINGLE LOCATIONS. 3. UNIT ELECTRICAL SECTION: UNITS SHALL HAVE ELECTRICAL CHARACTERISTICS AS INDICATED ON THE EQUIPMENT SCHEDULE, AND SHALL ALLOW EITHER ALUMINUM OF COPPER MAIN CONDUCTORS TO BE CONNECTED TERMINAL BLOCK POWER CONNECTIONS. UNIT SHALL ALLOW UTILITY CONNECTION WITHIN ROOF CURB PERIMETER, AND /OR THROUGH UNIT CABINET. A. EACH POLY -PHASE MOTOR AND COMPRESSOR SHALL BE PROTECTED AGAINST OVER CURRENT AND SINGLE PHASING CONDITIONS REQUIRING MANUAL RESET. OVER TEMPERATURE PROTECTION SHALL BE PROVIDED ON ALL MOTORS WITH AUTOMATIC RESET. 4. UNIT FACTORY SUPPLIED CONTROLS: ALL UNITS SHALL BE COMPLETE WITH SELF - CONTAINED, DEMAND- ORIENTED SOLID STATE CONTROL SYSTEM. UNIT STAGING SHALL BE A ONE OR TWO STAGE COOL WITH SPACE SENSOR AVERAGING CAPABILITY. UNIT SHALL PERFORM IN RESPONSE TO A VARIABLE SPACE SIGNAL AND PREVENT OVER - COOLING WITH DISCHARGE AIR LOW LIMIT DEVICE. AFTER UNIT POWER FAILURE, CONTROL SYSTEM SHALL RE- ENERGIZE COOLING OF HEATING STEPS THROUGH TIME SEQUENCED RELAYS. PLEASE REFER TO CONTROL SECTION FOR THERMOSTATS. 5. UNIT FILTER SECTION: STANDARD FILTER SECTION SHALL CONSIST OF LOW VELOCITY, DISPOSABLE FIBERGLASS 2" FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 300 FPM AT NOMINAL AIR FLOWS. SEE SECTION TITLE "FILTERS" HEREIN. 6. ACCESSORY ITEMS: A. ECONOMIZER: UNIT SHALL INCLUDE EQUAL AREA ECONOMIZER. B. ROOF CURB: UNITS SHALL BE INSTALLED ON FULL PERIMETER SUPPORT NATIONAL ROOFING CONTRACTORS ASSOCIATION APPROVED ROOF CURBS WHEN SHOWN. CURBS SHALL HAVE SEAL STRIP ON LOAD BEARING SURFACE, WOOD NAILER STRIP TO FACILITATE FLASHING AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. C. COMPRESSOR WARRANTY: UNIT MANUFACTURER SHALL INCLUDE OPTIONAL COMPRESSOR WARRANTY FOR A TOTAL OF FIVE (5) YEARS. oz.41 SEPARATE' ��D APROV E�k�R CITY MAR 2'3 2011 PERMIT CEN / REVISIONS N BY A PLAN CHECK 02-07-11 M.S. JOB NO. 11-247 SHEET M9.0 OF SHEETS / wz UW 7 map o 0 WoW r U Z O 10224 REGIS ARCHIT RED T THEODORE J. BRANDVOL STATE OF WASHINGTON uJ Z MECHANICAL SPEC'S DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET M9.0 OF SHEETS / ALEX SCHEFLO 0 N 0 1247A\ DRAWINGS \MECHANICAL \247AM8.0.dwg 0 0 w\% - CONTINUED ON PREVIOUS PAGE - D. ROOF EXHAUST FAN: 1. FANS SHALL BE COOK, GREENHECK, PENN, OR EQUAL, AS SHOWN ON THE DRAWINGS. A. FAN SHALL BE OF RECTANGULAR CONSTRUCTION, AND FABRICATED OF ALUMINUM FOR ROOF MOUNTING. B. MOTOR AND FAN SHALL BE MOUNTED ON RUBBER ISOLATORS AND BE VIBRATION FREE AND QUIET OPERATING. C. DRIVES SHALL BE SIZED FOR A MINIMUM OF 150% OF DRIVEN HORSEPOWER. PULLEYS SHALL BE OF THE MACHINED CAST IRON TYPE, KEYED AND SECURELY ATTACHED TO THE WHEEL AND MOTOR SHAFTS. THE MOTOR PULLEYS SHALL BE ADJUSTABLE FOR FINAL SYSTEM BALANCING. D. PROVIDE PROTECTIVE COATING ON LAB EXHAUST FANS EQUAL TO PERMA - TECTOR FINISH (A THERMOSETTING POLYESTER URETHANE FINISH). E. MOTOR SHALL BE BELT - DRIVEN AND SHALL HAVE THERMAL PROTECTION AND DISCONNECT SWITCH AN MAGNETIC STARTERS. F. CAPACITY AND RPM SHALL BE AS SCHEDULED ON THE DRAWINGS AND SHALL BEAR THE AMCA CERTIFIED RATING SEAL FOR AIR PERFORMANCE. 2.08 TEMPERATURE CONTROL A. GENERAL: THE WIRING AND LOW VOLTAGE TEMPERATURE CONTROL EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS AND THE FUNCTIONAL OPERATION OF THE TEMPERATURE CONTROL SYSTEM SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LINE VOLTAGE WIRING, AND ALL LINE AND LOW VOLTAGE CONDUIT, DISCONNECTS, MANUAL AND AUTOMATIC STARTERS, AND CONNECT UP ALL MOTORS COMPLETE. B. DRAWINGS OF TEMPERATURE CONTROL SYSTEM ARE DIAGRAMMATIC ONLY, AND ANY APPARATUS NOT SHOWN, SUCH AS RELAYS, ACCESSORIES, ETC., BUT REQUIRED TO MAKE THE SYSTEM OPERATIVE TO THE COMPLETE SATISFACTION OF THE ARCHITECT SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL COST. C. ALL ELECTRIC CONNECTIONS TO TEMPERATURE CONTROL EQUIPMENT SHOWN ON THE TEMPERATURE CONTROL DIAGRAMS OR SPECIFIED, WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR PERFORMING THIS WORK, AND, WHERE EXPOSED TO WEATHER, SHALL BE RUN IN CONDUIT. D. ALL EQUIPMENT AND CONTROLS SUCH AS STARTERS, SWITCHES, RELAYS, ETC., SHALL BE CLEARLY IDENTIFIED AND LABELED AS TO FUNCTION AND POSITION WITH PERMANENTLY ENGRAVED NAMEPLATES. E. ALL EQUIPMENT FURNISHED BY THIS CONTRACTOR THAT IS NORMALLY WIRED BEFORE INSTALLATION SHALL BE FURNISHED COMPLETELY WIRED. TEMPERATURE CONTROL WIRING NORMALLY PERFORMED IN THE FIELD WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. F. PRIOR TO INSTALLATION, THE MECHANICAL CONTRACTOR SHALL SUBMIT DIAGRAMS, COMPONENT DATA AND DESCRIPTION OF SEQUENCE OF OPERATION TO ARCHITECT FOR APPROVAL. G. ENTIRE SYSTEM SHALL BE GUARANTEED FOR ONE YEAR WITH EMERGENCY SERVICE FOR AN ADDITIONAL YEAR WITHOUT CHARGE TO THE OWNER FROM THE DATA OF ACCEPTANCE OF THE COMPLETED BUILDING. AFTER COMPLETION OF THE INSTALLATION, THE MECHANICAL CONTRACTOR SHALL REGULATE AND ADJUST ALL THERMOSTATS, DAMPERS, MOTORS AND OTHER TEMPERATURE CONTROL EQUIPMENT PROVIDED UNDER THIS CONTRACT. H. ENTIRE SYSTEM SHALL BE AS SHOWN ON THE DRAWINGS. PART 3 EXECUTION 3.01 SYSTEM BALANCE AND ADJUSTMENT A. GENERAL: 1. THE HEATING AND AIR CONDITIONING CONTRACTOR SHALL BALANCE THE COMPLETE SYSTEM AND SHALL SUBMIT TWO (2) COPIES OF THE BALANCING REPORT TO THE ENGINEER FOR EVALUATION AND APPROVAL. A) THIS REPORT SHALL INCLUDE AS A MINIMUM, BUT NOT BE LIMITED TO, THE FOLLOWING DESIGN AND ACTUAL INFORMATION: HORSEPOWER, BRAKE HORSEPOWER, REVOLUTIONS PER MINUTE, ACTUAL AMPERAGE AND FULL LOAD RATED CURRENT OF ALL MOTORS AND FANS; CUBIC FEET PER MINUTE, STATIC PRESSURE AND OUTLET VELOCITY AND CUBIC FEET PER MINUTE OF EACH OUTLET OF EACH UNIT OR ZONE; AIR TEMPERATURES OF ALL ROOMS SERVICED BY AIR DISTRIBUTION SYSTEM, AND ALL OTHER INFORMATION REQUIRED TO ESTABLISH COMPLETELY BALANCED SYSTEM. B) ALLOWANCE SHALL BE MADE FOR AIR FILTER RESISTANCE AT THE TIME OF THE TESTS. THE MAIN AIR SUPPLIES SHALL BE AT DESIGN AIR QUANTITIES AND AT AN AIR RESISTANCE ACROSS THE FILTER BANK MIDWAY BETWEEN THE DESIGN SPECIFICATIONS FOR CLEAN AND DIRTY FILTERS. THE ROOM AIR SUPPLY AND EXHAUST SHALL BE WITHIN 1 AND +10% OF DESIGN AIR QUANTITIES FOR ROOMS WITH AN AIR SUPPLY, RETURN OR EXHAUST UNDER 1000 CFM OR MORE IN ROOMS WITH MULTIPLE OUTLETS. IN ALL CASES, THE TOTAL AIR QUANTITIES SUPPLIED TO ANY FLOOR OR MAJOR ZONE SHALL BE WITHIN 1 AND +5% OF THE DESIGN. C) STATIC PRESSURE READINGS SHALL BE TAKEN WITH AN INCLINED MANOMETER; AIR VELOCITY READINGS SHALL BE TAKEN WITH INSTRUMENTS OF RECENT CALIBRATION. THE FINAL VELOCITY READINGS SHALL BE TAKEN WITH AN ALNOR VELOMETER, ANEMOTHERN, OR A VANE TYPE ANEMETER CALIBRATED PRIOR TO THE TEST AND RECALIBRATED AT THE END OF THE TEST. D) TESTS SHALL BE RUN WITH SUPPLY, RETURN, AND EXHAUST SYSTEMS OPERATING WITH ALL DOORS, WINDOWS, ETC., CLOSED OR UNDER REGULAR TRAFFIC. E) CONTRACTOR SHALL ADJUST DEFLECTION OF ALL SUPPLY OUTLETS TO INSURE PROPER AND UNIFORM AIR DISTRIBUTION THROUGHOUT THE AREAS SERVED BY SUCH OUTLETS. 3.02 TEST AND ADJUSTMENT A. UPON COMPLETION OF THE WORK, ALL EQUIPMENT AND SYSTEMS SHALL BE OPERATED AND TESTED FOR A PERIOD OF AT LEAST THREE (3) CONSECUTIVE DAYS TO DEMONSTRATE THEIR SATISFACTORY OVERALL OPERATION. ON THE LAST DAY OF THIS PERIOD, THE CONTRACTOR SHALL ARRANGE FOR AN ACCEPTANCE TEST AND FINAL INSPECTION TO BE CONDUCTED BY THE ENGINEER IN THE PRESENCE OF THE CONTRACTOR OR HIS REPRESENTATIVE. THE ENGINEER SHALL BE NOTIFIED OF THIS MEETING AT LEAST ONE WEEK IN ADVANCE OF THE TIME PROPOSED BY THE CONTRACTOR AND A MUTUALLY AGREEABLE TIME ARRANGED. THE CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS AND CORRECTIONS TO THE SYSTEMS PRIOR TO ACCEPTANCE TEST SO THAT THE SYSTEMS ARE OPERATING SMOOTHLY AND PROPERLY AND ARE ABSOLUTELY READY FOR CHECK AND ACCEPTANCE AT THIS TIME. B. ANY EQUIPMENT, SYSTEM, OR WORK FOUND DEFICIENT DURING THE TEST SHALL BE REPLACED OR REVISED AS REQUIRED TO THE ENTIRE SATISFACTION OF THE ENGINEER. C. DURING THIS TIME, A REPRESENTATIVE OF THE ENGINEER SHALL BE INSTRUCTED IN THE PROPER CARE AND OPERATION OF THE EQUIPMENT AND CONTROLS. A SET OF TYPEWRITTEN INSTRUCTIONS GIVING PERTINENT OPERATING DATA SHALL BE FRAMED UNDER GLASS AND MOUNTED IN A LOCATION AS DIRECTED BY THE ENGINEER. THIS INCLUDES WIRING AND SCHEMATIC DIAGRAMS OF ALL CONTROLS, THERMOSTATS, ETC. END OF SECTION k‘k PERMIT �`RArE APPROVAL APP �._ AL ED LA CITY MAR 23 2011 PERMIT C, ky �_-R l REVISIONS 1 BY /N PLAN CHECK 02 -07 -11 M.S. J 10224 4 REGI ARC TERED TECT THEODORE J. BRAND OL STATE OF WASHINGTON LU Z MECHANICAL SPEC'S DRAWN M. GLATZ CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB No. 11-247 SHEET M9.1 OF SHEETS J 0 J) 0 X N 0 247A \DRAWINGS \MECHANICAL \2 47AP 2.0. d w g 0 1 111 MN- 1J` L, 0' 0' w Lai © O PLUMBING OVERALL FLOOR PLAN H (E) GAS METER BANK SCALE: I/16 " =1' -0" T II L L - r I J J ✓ -1 L J J J A 111 1 J u n I � I 1 I I L J 7 —E s L 0p 0 cO 10 d n n Li C JLo o- - --C Lf n n L r n -1r -NORTH- DEMOLITION PLUMBING PARTIAL FLOOR PLAN SCALE: 140=V-0" (2) ) (C) ( D) - NORTH- C (3) �4) B (E) RtU 1 00 r21l 1 - L(E) RTU 2 00 0J �L I l(E) RTU -4 (E) RTU -3 e ! »(E) RtU -5 L J (E) RTU-1 fIDCA (C) EWiIOLITOON PLUMBING ROOF PLAN V B (D) SCALE: 1/16 " =1' -0" -NORTH- (' PLUMBING KEY NOTE SCHEDULE O $P.O.C. CONNECT (N) GAS LINE W/ SIZE TO MATCH (E) SERVICE TO AREA AND EXTEND TO (2) NEW AC UNITS. PLU r�n I3ING DEMO KEY NOTE SCHEDULE 0 REMOVE PLUMBING FIXTURE SHOWN CROSS HATCHED AND CAP ALL SERVICES BEHIND FINISHED SURFACE. O REMOVE (E) GAS PIPING ABOVE FINISHED ROOF TO lAq UNIT. ALSO REMOVE GAS PIPING BELOW ROOF WITHIN AREA "OF VAULT. PLUMBING CONTRACTOR SHALL REPIPE GAS AS REQUIRED TO AVOID AREA OF VAULT AND KEEP S>=RYICE TO OTHER EXISTING AC UNIT'S "HOT ". CI DISCONNECT (E) GAS FROM (E) UNIT AND REFER TO . ILUMBING FLOOR PLAN FOR RECONNECTION TO RELOCATED AC UNIT. 03 REMOVE (E) CONDENSATE TO UNIT THAT IS BEING IF,LOCATED. 3® DISCONNECT (E) CD FROM (E) UNIT AND REFER TO PLUMBING FLOOR PLAN FOR RECONNECTION TO RELOCATED AC UNIT. PLU BING DEMO GENERAL NOTES . FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES WITHIN THE EXISTING AREA TO BE RENOVATED PRIOR TO BID AND CONSTRUCTION. REWORK, REROUTE, OR RELOCATE ANY EXISTING UTILITIES AND OFFSETS IN CONFLICT WITH THE NEW PLUMBING SERVICES. COORDINATE BETWEEN TRADES PRIOR TO INSTALLATION. (FIRE SPRINKLER DEMOLITION KEY NOTE SCHEDULE O1 EXISTING BUILDING HAS A FIRE SUPPRESSION SYSTEM FIRE SPRINKLER CONTRACTOR TO PROVIDE REQUIRED DEMOLITION OF EXISTING SYSTEM TO ALLOW FOR INSTALLATION OF UPDATED SYSTEM THAT WILL MEET 114E REQUIREMENTS OF THE NEW TENANT IMPROVEMENT. REFER TO SHEETS P2.0 4 P2.1 FOR FURTHER CLARIFICATION ON EXISTING FIRE SPRINKLER SYSTEM. r REVISIONS BY 1 A PLAN CH 02 -07 -11 ECK M.S. DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 !j OF SHEET pli SHEETS l COLUMBIA, CA 95310 Pi RMIT ArVp a ;v,4d.r)710RVEit. CITY' 1,sw, D MAR 23 2011 PERMIT C TER REGISTE ARCHIT THEODORE J. BRANDVOL STATE OF WASHINGTON WE- v)cxD Z< CO LLI ` CO CO c olc \W O� CA ° Z sL • <U V) 0 0 O ~ CV DEMO FLOOR /ROOF PLAN DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 !j OF SHEET pli SHEETS alex scheflo 0 (.1 N N 0 P:\WORK\11247A\DRAWINGS\MECHANICAL\247AP2.0.dwg r / 1 BY A - / -) I® KEY MOTE SCHEDULE 0 PROVIDE 3/4" CD DOWN THRU ROOF w/ TROP AS REQUIRED BY UNIT MANUFACTURER REFER TO PIPEAPENETRATION AND CONDENSATE TRAP 1 P13.0 P8.0 NOT USED ® EXTEND GAS w/ SIZE AS INDICATED UP THRU ROOF. PROVIDE GAS COCK AND DIRT LEG AT CONNECTION TO UNIT. i 1 _ _EI I I ( I I 1 I REFER TO PIPE PENETRATION DETAIL. ® WITH SIZE AS INDICATED. REFER TO DETAIL. 108.0 rr- \ FUTURE DEVELOPMENT /L -- -- - -- -- - -- VTR O5 SPILL 3/4" CONDENSATE TO CORNER OF FLOOR SINK w/ REQUIRED AIRCzAP. ® 145-2 NOSE AND SUPPLY 80X 12" ABOVE FINISHED FLOOR P80 \ /— I f I, I \ BELOW SINK COORDINATE EXACT LOCATION WITH CASE UNOBSTRIGTEP ACCESS AFTERPINSTALLATION.OW OO $ P.O.C. CONNECT (N) 2" W t0 (E) 2" W. PLUMBING CONT. T. =IF •C I ••• •CATI• •. E- S .G ®$ P.O.C. CONNECT (N) 3" W t0 (E) 3" w. PLUMBING CONY. TO VERIFY EXACT SIZE AND LOCATION OF EXISTING. I / �1 � \ CT SCAN / 136 `I .- - I _ IQ � -I \ al MI I 1 I . = / / / ( 0 PR VALVES BE PREVENTION REFER ALL NON BOM ® 10 PROVIDE WITH I1 (E) 12 13 ® 14 ® TO OVI 3�" CW MAKE -UP LINE UP THRU ROOF WITH GATE DE � AT CONNECTION TO CHILLER. 3 %" CW TO PROVIDE WITH A REDUCED PRESSURE BACKFLOW DEVICE. 3�4" DRAIN LINE TO BE SPILL TO ROOF. TO MECHANICAL DUGS. FOR FURTHER INFORMATION. INTERCONNECTING PLUMBING TO BE RUN IN FERROUS MATERIAL. OTHERWISE CONTACT ENGINEERING. COMPONENTS EXCLUDED. NOT USED FULL SIZED CW LINE 51 DEMOLISHED R/R CAPPED BALL VALVE FOR FUTURE TENANT IMPROVEMENT. SEWER SERVICE AT DEMOLISHED R/R AREA TO BE RE -USED FOR FUTURE TENANT IMPROVEMENTS. NOT USED NOT USED NOT USED 4-P.O.C. CONNECT (N) GAS LINE W/ SIZE TO MATCH (E) SERVICE RELOCATED RTU. PROVIDE GAS COCK, DIRT LEG AND RIGID CONNECTION. ) t / () 2°I.-11 /v' 2 134 `f `I I /� / 15 I I 131 \ 1 J \ \ \ \ \ / / / I / / / I / 11 1 \ J\ r - - - -�/ I i -N,/,,--N 1741 ��/ c4-/I / / / \ \N I 15 J -4 \ j — 1 I- p il I� I--r CT SCAN 0 _ = -- WA - n 1 �� u�T �l I � CONY J� BLOCK - - J Z I 1 J Li - - 132 I o O �� -I1 \ 7 I I r I I I I 1 I� CONTROL - - - --J - ,, L (N) Ac -2 I sTOR. I © I G li 135 133 RELOCATED \L __�I �X i - DOSIMETRI' 04.. G (144mbh D.L. -350') \ I I I I I 1.. D2m00') I X7I I IL I (E) UNISEX - ) UNIS X --. (E) RTU -1 I I - IL - - 130 - - - - - // + / \ / _ 0 © 3,{ a RELOCATED P WALL GW 129 — (E) RTU -2 IV II\I Ixl1 REFER ARROW DIRECTION WA I" HW PROCEDURE ( ;EIL\: INDICATES R SOW 7 - (E) RTU 4 (E) BREAK RM. -a— ° r I \ I I L I L P8.0 I Cl a 311 uj r - - - - -- - - ,-- -- GENERAL NOTES OT HYP. - y r I x I I I J I. CONTRACTOR TO VERIFY EXACT FLOWLINE ELEVATIONS FOR SANITARY SEWER WITH EXISTING STRUCTURAL CONDITIONS PRIOR TO INSTALLATION. SEE PLANS FOR SANITARY SEWER SIZES. 2. SAWCUT FLOOR AS REQUIRED TO INSTALL NEW SANITARY SEWER. PATCH FLOOR TO MATCH EXISTING FINISHED SURFACE. 3. PLUMBING CONTRACTOR TO COORDINATE ROUTING OF PLUMBING SERVICES w/ MECHANICAL, FIRE SPRINKLER, ELECTRICAL 4 GENERAL CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 4. REFER TO FIXTURE CONNECTION SIZE SCHEDULE SHEET P8.0 FOR CONNECTION TO THE VARIOUS FIXTURES. 5. REFER TO PLUMBING LEGEND SHEET P8.0 FOR SYMBOLS. 6. ALL PWV PIPING SHALL BE ABS. 1. ALL CONDENSATE PIPE BELOW FINISHED ROOF SHALL 5E INSULATED. REFER TO PLUMING SPECIFICATIONS. 8. REFER TO SHEET P5.1 FOR ADDITIONAL GENERAL NOTES. OG • t • _.� I CWT. 126 �._ I I I ( ) :,R ° !p P.O.C. TO (E) GAS SERVING OLD LOCATION OF (E) RTU -1. I I L p - I - I IrIC . I I I — — J (E) RTU -3 -- . 128 Mk ( - LI I - FUTURE DEVELOPMENT FU RE DEVEL I 109 I / I� X �I I �_�I /t- 1 I _ _ ' �� r I IL-1 w/ WCO - I1/2" VTR — .�. �� " 1 2 CW - — — / J 13� 112" CW 3i4" HU1 �, I WALL � \ ° 125 EXAM ( I - UNISEX, 10$ 3/4" CW j C I 11/2" HV 2" " WW _ _ MEN'S R.R. MEN'S R.R. - ei - I - 122 122 FIRE SPRINKLER NOTE$ I 4 �' 123 124 1. EXISTING BUILDING IS FULLY SPRINKLERED. FIRE SPRINKLER CONTRACTOR SHALL UPDATE LAYOUT AS REQUIRED TO ACCOMMODATE NEW TENANT IMPROVEMENT ALL PER CITY OF TUKWILA REQUIREMENTS. 2. FIRE SPRINKLER DESIGN IS A DEFERRED APPROVAL ITEM TO BE SUBMITTED BY A FIRE SPRINKLER CONTRACTOR. l/ MAR 23 2011 PERMIT {,: . -A-tE SOT A - - 0 J 0 2" W I" ° HV L. I„IW V _ 1/22" CW 'i2" HW 4" W _ l ° 1 ° J U 1��4" in G w/ WGO �-� WALL . 3 4 CW ' g4 .� __e__, �� „ 14 au ■ � ,� (12mbh BREAK r - rr X I 111z S-1, - 119 w/ WCO D.L. =350') ROOM I I L__ -� i I I I_ 121 i i I„ NUJ - PLUMBING — NORTH — FLOOR PLAN SCALE: '4" -l' -0" r REVISIONS 1 BY A PLAN CHECK 02 -07 -11 M.S. . W U `� U o, WLo0 X ■r z V) Q O illa Z O , Z p° N ° JNZ UW�� v) °3 W D CZ 06 a- H COLUMBIA, CA 95310 J z W f- - - 012 0 0224 REGIST ARCHIT RED T THEODORE J. BRANDVOL STATE OF WASHINGTON W E- 00 Z<° SZ ao CZ CN >Q O 01 ° Z sL •— co O O FLOOR PLAN DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 SHEET ,P2.O OF SHEETS \. J 4— a) -C cn 0 x N N 0 247A\ D RAW I N G S\ M EC H AN I CAL \2 47AP 2.0. d w g CC 0 WCO FS 1 1 "HW- EXAM 101 5-1- w/ WCO EXAM 100 V/4" CW FCO 2" W 34" CW 11/2" 1-IV 3411 HW 11/4" CW 34" 1HW 114" CW ELEC. 105 III 11 11/2"1-1v • 11/2" VTR CONFERENCE ROOM 104 4" W 1 114" CW PLUMBING FLOOR PLAN HALL 103 L. 0 WOMEN'S R.R. 111 W-IALL 116 UNIS X R.R. 113 m li J OWOMEN'S R.R. CHC. 114 118 CHG. 115 "G (12mbh D.1... =350') 1-IALL 112 (E) RTU -5 L OFFIC 110 OFFIC ill X J r- ADMINISTRATION 102 I I I 121 L \ J (E) RTU- 1/RTU -1t WALL 120 LOBBY 100 r -4 E7 1 /1 I I/ I L_1 v_1 EXISTING UNIT EXISTING UNIT J ADJACENT SUITE N.I.G. / / / / SCALE: 1/4 " =1' -0" -NORTH- f4& KEY NOTE SCHEDULE PROVIDE 34" CD DOWN THRU ROOF w/ TRAP AS REQUIRED BY UNIT MANUFACTURER REFER TO PIPE PENETRATION AND CONDENSATE TRAP DETAILS. lA �P.00. CONNECT (N) 34 CD TO (E) 34" CD OF REMOVED AC UNIT. PROVIDE (N) TRAP AS REQUIRED BY UNIT MANUFACTURER REFER TO DETAIL: ® ® NOT USED EXTEND GAS w/ SIZE AS INDICATED UP THRU ROOF. PROVIDE GAS COCK AND DIRT LEG AT CONNECTION TO UNIT. REFER TO PIPE PENETRATION DETAIL. • $P.O.C. CONNECT (N) GAS WITH SIZE TO MATCH (E) GAS AT REMOVED AC UNIT AND EXTEND TO (N) AC UNIT. PROVIDE GAS COCK AND DIRT LEG AT CONNECTION TO UNIT.® ® SPILL 34" CONDENSATE TO SINK TAILPIECE. REFER TO DETAIL. ® PLUMBING CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION OF EXISTING SERVICES AND MAKE NECESSARY ADJUSTMENTS TO CARRY OUT THE INTENT OF THE DESIGN. ® 114" CW LINE AND RPZ MOUNTED ON WALL WITH SHUT OFF VALVE TO SERVE QUICK CONNECT PANEL. COORDINATE EXACT LOCATION OF QUICK CONNECT PANELS AND SIZE WITH MECHANICAL CONTRACTOR / EQUIPMENT VENDOR ROUTE DRAIN LINE ON RPZ INDIRECT TO ( 8 FLOOR SINK WITH AIR GAP. REFER TO DETAIL. 7tvv2f1 P8.0 GENERAL NOTES I CONTRACTOR TO VERIFY EXACT FLOWLINE ELEVATIONS FOR SANITARY SEWER WITH EXISTING STRUCTURAL CONDITIONS PRIOR TO INSTALLATION. SEE PLANS FOR SANITARY SEWER SIZES. 2. SAWCUT FLOOR AS REQUIRED TO INSTALL NEW SANITARY SEWER PATCH FLOOR TO MATCH EXISTING FINISHED SURFACE. 3. PLUMBING CONTRACTOR TO COORDINATE ROUTING OF PLUMBING SERVICES w/ MECHANICAL, FIRE SPRINKLER, ELECTRICAL 4 GENERAL CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 4. REFER TO FIXTURE CONNECTION SIZE SCHEDULE SHEET P8.0 FOR CONNECTION TO THE VARIOUS FIXTURES. D. REFER TO PLUMING LEGEND SHEET P8.0 FOR SYMBOLS. 6. ALL DWV PIPING SHALL BE ABS. 1. ALL CONDENSATE PIPE BELOW FINISHED ROOF SHALL BE INSULATED. REFER TO PLUMBING SPECIFICATIONS. 8. REFER TO SHEET P8.1 FOR ADDITIONAL GENERAL NOTES. FIRE SPRINKLER NOTE$ . EXISTING BUILDING IS FULLY SPRINKLERED. FIRE SPRINKLER CONTRACTOR SHALL UPDATE LAYOUT AS REQUIRED TO ACCOMMODATE NEW TENANT IMPROVEMENT ALL PER CITY OF TUKWILA REQUIREMENTS. 2. FIRE SPRINKLER DESIGN IS A DEFERRED APPROVAL ITEM TO BE SUBMITTED BY A FIRE SPRINKLER CONTRACTOR. SEPARA AFB RMlT RECEI, OREt CITY OF T LA 1`IAli 2 3 2011 PERMIT C TER so IAlb r REVISIONS BY 1 A PLAN CHECK 02 -07 -11 M.S. J w z z Eao W Z 0 Oopu P.O. BOX 1134 COLUMBIA, CA 95310 IF • wD wm� `f NqN I U in D p N N N kla W D O I Oct r 10224 REGISTE D ARCHITECT THEODORE J. BRANDVOL STATE OF WASHINGTON W i- Q 00 Z Wco ti NIC O Db,o> Z sL •� <U O O FLOOR PLAN DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 11-247 SHEET P2 . 1 OF SHEETS '. J alex scheflo N N 0 P:\WORK\11247A\DRAWINGS\MECHANICAL\247AP2.0.dwg 34" CW UP TO NB -3 ON ROOF 111/2" CW 1 /2 "HW 4" W L r 111/211 HV 11/2" CW 4" W WC -1 34 11 CW ` • II \. II cu.' HALL 125 LAV -1 TMV -1 3411 CW _\T4 "W WC- I 34" CW . . . . % ___, �` _, ♦ � N- 11/2 " HV 2" HV 2" WV 2" VTR 2" 1-IV 2" VTR 2" WV HALL 119 11/2" WV MEN'S _ 1 . 1/2" Hv T 3/4" HWR (E) 4" W 1 HWR (E) 4" W 11/2" HV 3411 HW 1/2" CW 3411 co) WC -1 4" W WOMEN'S R.R. 111 1/2" 14W WCO UNISEX R.R. 113 11/2" WV %)c- 4" W " CW 3411 1.44 E21/2" WV " W 4" W CI G. 114 WC -1 X411 W =1/s " CW WOMEN'S R.R. 118 • • • • • • • • • • 11 /2"HV • HALL 116 • • • 31/4" CW WC -1 2" VTR P(LUIP163ING PARTIAL FLOOR PLAN 115 11/2" 14W 2" HV 3411 CW 4" W 1/2" 1-IW 34II HW 2" HV 34 11 CW LAV-1 TMV -1 0 4" W UNIS X R.R. 122 "2" 1HW 1/2" CW 2" W 342 HW 1 ARROW INDICATES I DIRECTION OF HOT WATER FLOW TYP. 31/4 "NW 3411 CW (E) 4 W 1_ 31/411 HW (E) 4" W (E) 4" W t FCC 4" W. 3411 CW` \ WC -I ( L e- .' 2 " NV • / /0 u IMB-1 0 EREAK ROOM 121 5-2 w/ GD -I W/ WCO SCALE: 1/2" =1' -011 PLUMBING ING ENGINEERING DATA DESIGN REQUIREMENTS THE FOLLOWING IS FOR COMMERCIAL USE OF BUILDING AMOUNT FIXTURE 6 6 6 1 2 1 6 1 1 6 WATER CLOSET (T.T.) LAVATORIES SINK KITCHEN SINK / GD / DW DRINKING FOUNTAIN SERVICE SINK FLOOR DRAIN FLOOR SINK HOSE BIBBS EACH ADDITIONAL HOSE BIBB TOTAL UNITS 45.5 TOTAL FIXTURE UNITS EQUALS . FIXTURE UNIT VALUES COLD WATER WASTE F.U. EACH F.U. TOTAL F.U. EACH F.U. TOTAL 2.5 15.0 4.0 24.0 1.0 6.0 1.0 6.0 1.5 9.0 2.0 12.0 3.0 3.0 2.0 2.0 0.5 1.0 0.5 1.0 3.0 3.0 3.0 3.0 -- -- 2.0 12.0 -- -- 2.0 2.0 2.5 2.5 -- -- 1.0 6.0 -- -- TOTAL 45.5 TOTAL 62.0 27.0 GPM. 1. PRESSURE AVAILABLE AT STREET MAIN 2. PRESSURE LOSS DUE TO HEIGHT 6 Ft. x 0.434 3. PRESSURE LOSS THRU METER . . . . . . . . . . . . 4. PRESSURE LOSS DUE THRU OTHER DEVICES (i.e. Water Softner, Backflow Preventer) 5. TOTAL PRESSURE LOSS . (add (add lines 2 thru 4) . . 6. PRESSURE REQUIRED AT HIGHEST FIXTURE 7. PRESSURE AVAILABLE FOR FRICTION LOSS (Subtract lines 5 & 6 from line 1) 8. TOTAL DEVELOPED LENGTH OF RUN FRICTION LOSS CALCULATION From line 7 ( 22.40 ) PSI x 100 = 4 100 ft. From line 8 ( 550 ) ft. 60.00 PSI. 2.60 PSI. 3.00 PSI. 12.00 PSI. 17.60 PSI. 20.00 PSI. 22.40 PSI. 550 ft. DOMESTIC COLD WATER SIZING CHART PIPE SIZE F.U. PIPE SIZE F.V. F.T. F.V. 1 11/2" I -- 34" 6 - - III 18 -- 114 II 34 5 111/" 63 18 2" 225 108 THE SIZING C1 -1ART IS BASED ON THE 2009 UPC APPENDIX 'A' WITH ADP OF 4.0 PSI PER 100 FT w/ MAXIMUM VELOCITY OF Sft /SEC. DOMESTIC HOT WATER SIZING CHART PIPE SIZE F11. F.T. F.V. EWH -1 1/211 1 -- 3411 6 -- III 15 -- 114I1 28 -- 11/2" 46 10 2" 119 44 THE SIZING CHART IS BASED ON THE 2009 UPC APPENDIX 'A' WITH A AP OF 4.0 PSI PER 100 FT w/ MAXIMUM VELOCITY OF 5ft /SEC. WATER NEATER SIZING CALCULATION FIXTURES 110' WATER LAVATORY EXAM SINK KITCHEN SINK D ISHWASWER NO. UNITS x GPI-I 6 x 6 11 x 10 1 x 20 = 1 x 20 x TOTAL = TOTAL GPI-I 36 110 20 20 156 CALCULATING THE BTU (BRITISH THERMAL UNIT) ELECTRIC WATER HEATER: 186 GPI-I x (110 -60) DEGREES RISE x 533• = 11,485 833 Iba /ga I OF WATER T1,469 BTU I 3.4WATT I KW = 22k9 KW 3.413 BTU 1000 WATT THE ELECTRIC HOT WATER HEATER WITH AT LEAST A RATING OF USE STATE INDUSTRIES CSB 52 24 IFE INPUT = 24 KW BTU 24 KW KEY NOTE SCHEDULE 0 $ P.O.G. CONNECT (N) 4" W TO (E) 4" W. PLUMBING CONT. TO VERIFY EXACT SIZE AND LOCATION OF EXISTING. 02 BRANCH TO CONNECTION 11/2" HW WITH SHUT -OFF VALVE TO DISHWASHER ® BRANCH TO CONNECTION 12" CW WITH SHUT -OFF VALVE TO COFFEE MAKER. PROVIDE 5 MICRON FILTER BELOW COUNTER NOT USED ® TMV -I, THERMOSTATIC MIXING VALVE SET la 109'F BELOW COUNTER TO SERVE LAVATORIES /SINK 0 WH -1 w/ I" CW, 1" 1-IW 4 34" HWR CONNECTIONS. SPILL FULL SIZED T4P RELIEF TO CORNER OF SERVICE SINK W/ ELBOW TURNED DOWN AND F T• D $ P.O.C. CONNECT (N) 11/2" CW TO (E) CW. PLUMBING CONTRACTOR TO VERIFY EXACT SIZE AND LOCATION OF EXISTING WATER PRIOR TO START OF WORK AND TO NOTIFY ARCHITECT OF RECORD IF ANY DISCREPANCIES EXIST. EXISTING CW SERVICE TO REMAINDER OF BUILDING TO REMAIN. FCC, REFER TO DETAIL. p REVISIONS BY 1 A 1 \ PLAN CHECK 02 -07 -11 M.S. EWH -1 3411 HWF 1- IWCP -1 0 J 11 RPPA -1 w/ I1/2" CW CONNECTIONS. THE DEVICE SHALL BE MOUNTED A MINIMUM OF 12" AND A MAXIMUM OF 30" ABOVE THE FD -1. PROVIDE A 3" DRAIN LINE EXTENDED DOWN TO 3" ABOVE THE FLOOR DRAIN. REFER TO DETAIL. COLUMBIA, CA 95310 t ❑ re • al EP W <N� I U d' dm ° 1pEnNN U p 2 ❑ a 2 LL -31/4" CW PLLULI ONG PARTIAL FLOOR PLAN SCALE: 1/2 " =1' -0" GENERAL NOTES 1. CONTRACTOR TO VERIFY EXACT FLOWLINE ELEVATIONS FOR SANITARY SEWER WITH EXISTING STRUCTURAL CONDITIONS PRIOR TO INSTALLATION. SEE PLANS FOR SANITARY SEWER SIZES. 2. SAWCUT FLOOR AS REQUIRED TO INSTALL NEW SANITARY SEWER PATCH FLOOR TO MATCH EXISTING FINISHED SURFACE. 3. PLUMBING CONTRACTOR TO COORDINATE ROUTING OF PLUMBING SERVICES w/ MECHANICAL, FIRE SPRINKLER, ELECTRICAL 4 GENERAL CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 4. REFER TO FIXTURE CONNECTION SIZE SCHEDULE SHEET P5.0 FOR CONNECTION TO THE VARIOUS FIXTURES. 5. REFER TO PLUMBING LEGEND SHEET P8.0 FOR SYMBOLS. 6. ALL DWV PIPING SHALL BE ABS. I. ALL CONDENSATE PIPE BELOW FINISHED ROOF SHALL BE INSULATED. REFER TO PLUMBING SPECIFICATIONS. S. REFER TO SHEET PS.1 FOR ADDITIONAL GENERAL NOTES. FIRE SPRINKLER NOTES 1. EXISTING BUILDING IS FULLY SPRINKLERED. FIRE SPRINKLER CONTRACTOR SHALL UPDATE LAYOUT AS REQUIRED TO ACCOMMODATE NEW TENANT IMPROVEMENT ALL PER CITY OF TUKWILA REQUIREMENTS. 2. FIRE SPRINKLER DESIGN IS A DEFERRED APPROVAL ITEM TO BE SUBMITTED BY A FIRE SPRINKLER CONTRACTOR SEPARATE PERMITANp APPROVg1. RE IRED CrrYOFTU LA MAR 2 3 2011 PERMIT CENTER THEODORE J. BRANDVOL STATE OF WASHINGTON uJ PARTIAL FLOOR PLANS DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03 -1 7 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 SHEET P2.2 Q '.� 1111 Tina 1 I I I EWH -1 3411 HWF 1- IWCP -1 0 DF -1 TP -1 \ M ►1 EXP -1 _ _�I��� 111/211 Hy' 1/2" TP 2W "W \ o o IIIIU py 7 3 II W 1 WCO 2"♦ VTR I 1" HW / 21tW 1/2 II 1.1J 211 34" CW / / CH G. Ss -1 - 55-1--....„ I I 127 3 Q O- ; 1 • CW s/ I I G 1� -34x" J v ` / 126 ,` ,- 7 11/211 CW L11PA N- •� 11/,1" CUJ I -CW ® FCC 11211 CW PLLULI ONG PARTIAL FLOOR PLAN SCALE: 1/2 " =1' -0" GENERAL NOTES 1. CONTRACTOR TO VERIFY EXACT FLOWLINE ELEVATIONS FOR SANITARY SEWER WITH EXISTING STRUCTURAL CONDITIONS PRIOR TO INSTALLATION. SEE PLANS FOR SANITARY SEWER SIZES. 2. SAWCUT FLOOR AS REQUIRED TO INSTALL NEW SANITARY SEWER PATCH FLOOR TO MATCH EXISTING FINISHED SURFACE. 3. PLUMBING CONTRACTOR TO COORDINATE ROUTING OF PLUMBING SERVICES w/ MECHANICAL, FIRE SPRINKLER, ELECTRICAL 4 GENERAL CONTRACTOR TO ELIMINATE ANY SPACE CONFLICTS. 4. REFER TO FIXTURE CONNECTION SIZE SCHEDULE SHEET P5.0 FOR CONNECTION TO THE VARIOUS FIXTURES. 5. REFER TO PLUMBING LEGEND SHEET P8.0 FOR SYMBOLS. 6. ALL DWV PIPING SHALL BE ABS. I. ALL CONDENSATE PIPE BELOW FINISHED ROOF SHALL BE INSULATED. REFER TO PLUMBING SPECIFICATIONS. S. REFER TO SHEET PS.1 FOR ADDITIONAL GENERAL NOTES. FIRE SPRINKLER NOTES 1. EXISTING BUILDING IS FULLY SPRINKLERED. FIRE SPRINKLER CONTRACTOR SHALL UPDATE LAYOUT AS REQUIRED TO ACCOMMODATE NEW TENANT IMPROVEMENT ALL PER CITY OF TUKWILA REQUIREMENTS. 2. FIRE SPRINKLER DESIGN IS A DEFERRED APPROVAL ITEM TO BE SUBMITTED BY A FIRE SPRINKLER CONTRACTOR SEPARATE PERMITANp APPROVg1. RE IRED CrrYOFTU LA MAR 2 3 2011 PERMIT CENTER THEODORE J. BRANDVOL STATE OF WASHINGTON uJ PARTIAL FLOOR PLANS DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03 -1 7 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 SHEET P2.2 a 10 10 N N 0 247A \DRAWINGS \MECHANICAL\ 2 47AP 8.0. d w g 0 0 24 GA. S/M FLASHING WITH DRAW BAND TOP ICI NEI SEE ARCH. DWGS FOR ROOF CONSTR. & FLASHING 4# LEAD FLASHING REFER TO ARCH. DWGS FINISHED ROOF CONDENSATE LINE VENT PIPE — SEE PLAN FOR SIZE, ATTACH TO STRUCTURE PER SMACNA GUIDELINES. 1"x1/8" RING CLAMP & SUPPORT BRACKETS. SECURE WITH 1/4 "0 x 2" LAG SCREWS. MINIMUM LENGTH 6" ABOVE FINISHED ROOF. PERMASEAL WATER PROOFING COMPOUND n /" SEMCO" #1100R FLASHING TURNED IN ON CAST IRON NOTE: REFER TO ARCHITECTURAL FOR ADDITIONAL INFORMATION "SEMCO" SEAMLESS LEAD FLASHING #1100 -8 OR #1100 -4 W/ 8" SKIRT AND STEEL VARIABLE PITCH BOOT 1" x 20 GA. STRAP SUPPORT TO ROOF STRUCTURE WITH 1/4"x3" LAG SCREWS 1 "x1/8" RING CLAMP & SUPPORT BRACKETS. SECURE WITH 1/4 "0 x 2" LAG SCREWS. VENTS NO LESS THAN 12" FROM VERTICAL SURFACE EXTEND WHERE REQD TO CLEAR FRESH AIR INTAKES, ETC. " SEMCO" CAULK TYPE COUNTER FLASHING SLEEVE FOR CAST IRON VENTS AND THREADED OR CAULK TYPE FOR ALL STEEL VENTS '-ROOFING. (SEE ARCHITECTURAL) SET SKIRT OVER ROOF FELT VENT PIPE – SEE PLAN FOR SIZE, ATTACH TO STRUCTURE PER SMACNA GUIDELINES. PLAN 4 • • 44 dig 4 • • • SECTION • 4 SQUARE SCORIATED TOP WITH VANDAL PROOF SCREW FINISHED FLOOR ADJUSTABLE LEVEL • CONTROL MEMBRANE SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION CAST IRON RISER POPE PENETRATION DETAIL 11/2"x11/2"x143" STEEL ANGLE LATERALBRACE, PER CBC NOTES BELOW. NOT TO SCALE VENT TKRU ROOF DETAIL NOT TO SCALE FLOOR CLEANOUT DETAIL NOT TO SCALE 3" 0 BOLT HANGER ROD CLIP, TYP. SUPERSTRUT A- 1200 —HS CHANNEL, LENGTH AS REQUIRED " THREADED ROD REFER TO PIPE SUPPORT ATTACHMENT DETAIL THIS SHEET. SEE PLUMBING SHEETS FOR PIPE SIZES SUPERSTRUT PIPE CLAMP THREADED ROD PIPE SUPPORT NOTES: GAS PIPES: PIPE 110 OR LARGER SHALL HAVE TRANSVERSE BRACING O 14' O.C. (MAX)& LONGITUDINAL BRACING @ 20' O.C. (MAX) PIPES LESS THAN 11'0 NEED NO BRACING. OTHER PIPES: PIPE 2Y' 0 OR LARGER SHALL HAVE TRANSVERSE BRACING O 16' O.C. (MAX) & LONGITUDINAL BRACING 0 32' O.C. (MAX) PIPES LESS THAN 21 NEED NO BRACING. TYPICAL (ALL PIPES): FOR PIPES WHERE THE DISTANCE OF THE HANGER (FROM TOP OF PIPE TO BOTTOM OF SUPPORT) IS LESS THAN 12 ", NO LATERAL BRACING IS REQUIRED. PIPE HANGER SCHEDULE PIPE SIZE HANGER ROD BOLT 14' THRU y4" 14" V4" 1" THRU 1W ft" 3" Y THRU 214" 3/4" Y4" 3" Yz" 1/2" HANGER ROD— SEE SCHED. FOR SIZE WROUGHT STEEL CLEVIS HANGER — SEE SPECS. FOR TYPE NOTE: GAS & CONDENSATE PIPING SIMILAR 7-3/4i " THREADED ROD REFER TO PIPE SUPPORT ATTACHMENT DETAIL THIS SHEET. INSULATION HOT WATER ADJUSTABLE BAND HANGER- SEE SPECS. FOR TYPE ALVANIZED SHIELD AT INSULATION PIPE SUPPORT NOTES: GAS PIPES: PIPE 1" 4 OR LARGER SHALL HAVE TRANSVERSE BRACING ® 14' O.C. (MAX)& LONGITUDINAL BRACING ® 20' O.C. (MAX) PIPES LESS THAN 1 "0 NEED NO BRACING. OTHER PIPES: PIPE 21/2 '0 OR LARGER SHALL HAVE TRANSVERSE BRACING O 16' O.C. (MAX) & LONGITUDINAL BRACING 0 32' 0.C. (MAX) PIPES LESS THAN 21" NEED NO BRACING. TYPICAL (ALL PIPES): FOR PIPES WHERE THE DISTANCE OF THE HANGER (FROM TOP OF PIPE TO BOTTOM OF SUPPORT) IS LESS THAN 12 ", NO LATERAL BRACING IS REQUIRED. THERMOMETER (TYPICAL) BALL VALVE (TYPICAL) GAS LINE T&P RELIEF VALVE GAS WATER HEATER GAS COCK CIRCULATION PUMP TIMER PROVIDED, INSTALLED AND WIRED BY DIVISION 26. FIELD COORDINATE LOCATION OF PUMP AND TIMER. AQUASTAT AND TIMER SHALL BE CONNECTED IN SERIES TO ALLOW AQUASTAT OPERATION DURING TIMER ACTIVATION (PUMP RUNNING). MOUNTED APPROX. 60" A.F.F. DRAIN VALVE ROUTE TO CORNER OF SERVICE SINK PROVIDE REQUIRED AIR GAP FLOOR __}d. FLOOR SINK 0 ca • HWCP -1 AQUASTAT 1" HW 120' VACUUM RELIEF VALVE 1" CW " HW 3/4" WR 3/4" HWR CHECK VALVE 3/4" EXP -1 THERMAL EXPANSION TANK \-1 " CW HOLD RIGHT "QUICK STRAP" WATER HEATER RESTRAINTS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. STRAP WATER HEATER TO WALL WITH 1" WIDE 16 GA. STEEL STRAPS AT TOP AND BOTTOM. COORDINATE WALL CONSTRUCTION TO ACCOMMODATE RESTRAINT STRAP. -DIRT LEG NOTES: 1. ALL CONDUIT INSTALLED BY E.C. 2. ALL CONTROL DEVICES FURNISHED BY P.C. POPE SUPPORT DETAIL TEE W/ OPEN END FOR OVERFLOW, BELOW FLOOD LEVEL OF CONDENSATE PAN SLOPE 1/e" PER FOOT TO DRAIN SEE PLAN FOR CONTINUATION NOT TO SCALE POPE HANGER DETAOL NOT TO SCALE ELECTRIC 'WATER HEATER MOUNTING DETAIL NOT TO SCALE 3" CONDENSATE TRAP TO BE PROVIDED FOR AC UNITS WHICH ARE NOT INTERNALLY TRAPPED, VERIFY. TRAP FORMED OF LONG RADIUS ELBOWS CONDENSATE TRAP DETAIL NOT TO SCALE (1.1/4" . 2 ") 81/8 (1 -1/4" « 2 1 3" PIPE (DRAIN UNE CAN SE ANY STANDARD PIPING MATERIAL) 4 4 12" MIN. 3O' MAX. +5, DIRECTION OF FLOW 4> ,G> FLOOR DRAIN INDOOR INSTALLATION REDUCED PRESSURE PRINCIPLE ASSEMBLY LY DETAIL NOT TO SCALE ETAOL OT USED NOT TO SCALE PLUMING FIXTURE SCHEDULE MARK MAKE & MODEL DESCRIPTION TRIM REMARKS WC -1 HOT WATER WATER CLOSET ACCESSIBLE ouTI.ET BRANCH LAV-1 BRANCH LAVATORY LAVUUATTTOEERY TT WATER CLOSET (TNK) WC S -1 4" $9p AR 40P SfAINLE §S STEEL SINK 19 x18'x5' /z" 2 ",4" 3/4" S -2 — CO P 'S/DOUSIL K 33'x21.25' x6.5 LAVATORY LAV GD -1 1 1/2" GARBAGE DISPOSER 11/2" 1/2' IMB -1 1/2'11/2' 3/4' ICOEX MAKER SINK S FS -1 11/2" 8"x8 "x6" SQUARE CAST IRON DEEP SUMP FIOOR SINK 11/2" 3/4' DF -1 DRINKING FOUNTAIN HI—LOW HANDICAP FOUNTAAN 11/2" 11/2" HB -2 11/2 HOSE BIBS (INTERIOR) 1/2' — HB -3 HOSE BIBB FREEZELESS ROOF HYDRANT — — WH -1 � 71 GALLON GAS WATER HEATER 3/4" — HWCP -1 FLOOR DRAIN 2 �� & 3 " HOT WATER CIRC. PUMP 2 �� ,4 " 2 " ,3 �� EXP -1 2 � WATER HEATER EXPANSION TANK — — TMV -1 FLOOR SINK TNGOVALVE 2" 2" WCO 11/2" WALL CLEANOUT — — FCO FIRE PROTECTION LINE FLOOR CLEANOUT FIRE HOSE CABINET FHS SS -1 INV. SERVICE SINPK FG FINISHED GARDE EWH -1 STATE INDUSTRIES ELECTRIC 50 GAL. w WATTS 40XL .. - = 9; G WT. C 682 , INPUT = 24KW, 9; G' C� E' ® 104' R E. i0' •G = ,64,— ,; ,, ■ - - - a' RPPA -1 WILKINS 375 —AG (1 -1 /2 ") REDUCED PRESSURE PRINCIPLE ASSEMBLY CENTER LINE PROVIDE D F ITH IRGAIN AND 3" DRAIN FD -1 DN FLOOR DRAIN MBH THOUSANDS OF BTU PER HOUR TP -1 NOT IN PLUMBING CONTRACT TRAP PRIMER UNDER PLUMBING CONTRACT D.L. NOTE: PLUMBING CONTRACTOR TO SUBMIT ON PLUMBING FIXTURES FOR APPROVAL BY GENERAL CONTRACTOR. PLUMBING FIXTURE GENERAL NOTES: 1. VERIFY ALL MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS. 2. ALL LAVATORY P —TRAPS SHALL HAVE CLEANOUT PLUGS. 3. ALL PLUMBING FIXTURES MUST CONFORM TO CURRENT WATER CONSERVATION REGULATIONS. 4. ALL FIXTURES SHALL HAVE STANDARD FINISHES, UNLESS NOTED OTHERWISE. 5. PROVIDE ALL DRAIN COVERS, ESCUTCHEONS, AND MISCELLANEOUS TRIM ITEMS FOR A HEAT APPEARANCE. 6. ALL MOUNTED HEIGHTS SHALL BE VERIFIED WITH THE ELEVATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS. 7. ALL PLUMBING FIXTURES MUST MEET HANDI —CAP REQUIREMENTS. FIXTURE CONNECTION SIZE FIXTURE SYM WASTE TRAP VENT COLD WATER HOT WATER BRANCH ouTI.ET BRANCH ouf.ET BRANCH ouTLET WATER CLOSET (TNK) WC 4" 4" — 2 ",4" 3/4" 3/4" — — LAVATORY LAV 2" 1 1/2" 11/2" 11/2" 1/2' 1/2" 1/2'11/2' 3/4' 1/2' SINK S 2" 11/2" 11/2" 11/2" 3/4' 1/2' DRINKING FOUNTAIN DF 11/2" 11/2" 11/2" 11/2 1/2' 1/2' — — HOSE BIBB HB — — — � 3/4' 3/4" — — FLOOR DRAIN 2 �� & 3 " FD 2 �� ,4 " 2 " ,3 �� 2 " ,3 �� 2 � — — — — FLOOR SINK FS 2" 2" 2" 11/2" — — — — PLUMBING LEGEND SYMBOL DESCRIPTION — — —CW - - - -HW — — —W —HV - -RWL —Ain CD— COLD WATER LINE HOT WATER LINE WASTE LINE HORIZONTAL VENT RAIN WATER LEADER CONDENSATE DRAIN CLEAN OUT WALL CLEAN OUT FLOOR CLEAN OUT YARD CLEAN OUT TO GRADE FLOOR DRAIN FLOOR SINK B— 4— —FCO ED tai ono TRAP PRIMER --I- HB HOSE BIBB - -01— GATE VALVE SOV SHUT OFF VALVE SHEET P8.0 OF SHEETS I BALANCING VALVE GAS COCK —IXI— GLOVE VALVE 1111 EXPANSION JOINT goo HAMMER ARRESTER WITH SIZE —. , WATER V, V", VTR VENT, VENT RISER, VENT THRU ROOF W, WD WASTE, WASTE DROP CW, D, R COLD WATER (DROP)(RISER) HW, D, R HW SUPPLY (DROP)(RISER) HWR HOT WATER RETURN THW TEMPERED HOT WATER G NATURAL GAS LOW PRESSURE MPG MEDIUM PRESSURE GAS HPG HIGH PRESSURE GAS LPG PROPANE GAS CA COMPRESSED AIR DL DRAIN LINE DS DOWN SPOUT RD ROOF DRAIN AD AREA DRAIN AC ABOVE CEILING BG BELOW GRADE MV MIXING VALVE WC WATER CLOSET UR URINAL LAV LAVATORY S SINK SS SERVICE SINK WM WASHING MACHINE DF DRINKING FOUNTAIN GD GARGABE DISPOSAL F FIRE PROTECTION LINE FHC FIRE HOSE CABINET FHS FIRE HOSE STANDPIPE INV. INVERT ELEVATION FG FINISHED GARDE *P.O.C. POINT OF CONNECTION AP ACCESS PANEL CI CAST IRON VC VITRIFIED CLAY CENTER LINE H R HEADER DN DOWN MBH THOUSANDS OF BTU PER HOUR NIPC NOT IN PLUMBING CONTRACT CP) UNDER PLUMBING CONTRACT D.L. DEVELOPED LENGTH - REDUCED PRESSURE BACKFLOW PREVENTION r701,0 "v0 RECEIV CITY OF TU LA MAN ?:31011 PERMIT CENTER r REVISIONS BY 1 A PLAN CHECK / I \ 02 -07 -11 M.S. CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 J V) w I— N Z 0 W ors W L U Z 0 U M X 0 0 COLUMBIA, CA 95310 10224 REGIST ARCHI CT THEODORE J. BRANDVOL STATE OF WASHINGTON uJ rn SCHEDULES & DETAILS DRAWN 1 S. PRUITT CHECKED M. SCHEFLO DATE 03 -17 -1 1 SCALE AS SHOWN JOB NO. 1 1 -247 \ SHEET P8.0 OF SHEETS I 247A\ DRAWINGS \MECHANICAL \247AP8.0.dwg PLUMBING SPECIFICATIONS PART 1 GENERAL 1101 GENERAL CONDITIONS: A. THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, EQUIPMENT, AND SHALL PERFORM ALL OPERATIONS IN CONNECTION WITH THE PLUMBING SYSTEM(S) AS OUTLINED IN THE DRAWINGS AND IN STRICT ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE TAKEN OR INFERRED AS BELONGING TO THE WORK AND NECESSARY • TO PROVIDE THE SYSTEM DESCRIBED OR SHOWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE WORK SHALL BE COMPLETE AND READY FOR SERVICE AS SHOWN AND /OR SPECIFIED, AND BE SATISFACTORY TO THE ARCHITECT. B. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CORRELATIONS AND GENERAL REQUIREMENTS. 102 WORK INCLUDED: A. THE 2. 3. 4. 5. SYSTEMS TO BE INSTALLED CONSIST ESSENTIALLY OF THE FOLLOWING: SANITARY SEWER PIPING AND WATER PIPING. PLUMBING FIXTURES. TRENCHING AND BACKFILL. TESTING AND ADJUSTMENT OF THE PLUMBING SYSTEM. OTHER ITEMS AS MAY BE SPECIFIED OR SHOWN ON THE DRAWINGS. 1.03 WORKMANSHIP: WHERE OTHER INSTRUCTIONS ARE NOT GIVEN, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE BEST STANDARD PRACTICE FOR THIS TYPE OF WORK 1.04 RULES. REGULATIONS. AND CODES: A. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES, CODES, AND REGULATIONS OF THE FOLLOWING: I. NATIONAL FIRE PROTECTION ASSOCIATION. 2. STATE FIRE MARSHAL. 3. PART - 5, T24 CALIFORNIA CODE OF REGULATIONS. 4. STATE HEALTH DEPARTMENT. 5. STATE INDUSTRIAL ACCIDENT COMMISSION'S SAFETY ORDERS. 6. RULES OF LOCAL UTILITY. 1. CALIFORNIA MECHANICAL CODE. S. CALIFORNIA BUILDING CODE. 9. CALIFORNIA PLUMBING CODE. 10. CALIFORNIA ELECTRIC CODE. B. RULING AND INTERPRETATIONS OF THE ENFORCING AGENCY WILL BE CONSIDERED PART OF THE REGULATIONS. C. NOTHING IN THESE SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE ABOVE, AND EXPENSE IN COMPLIANCE WITH THE ABOVE SHALL BE BORNE BY THE CONTRACTOR. D. WHENEVER THE SPECIFICATIONS AND DRAWINGS REQUIRE HIGHER STANDARDS OR LARGER SIZES THAN THOSE REQUIRED BY THE ORDINANCES AND STATUTES, THE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRIORITY OVER THE SPECIFIC ORDINANCES AND STATUTES. 1.05 SITE EXAMINATION -AND CONDITIONS: THIS CONTRACTOR SHALL EXAMINE THE SITE, VERIFY DIMENSIONS AND LOCATIONS AGAINST THE DRAWINGS AND INFORM HIMSELF OF ALL CONDITIONS UNDER WHICH WORK IS TO BE DONE BEFORE SUBMITTING HIS PROPOSAL. NO ALLOWANCE WILL BE MADE IN HIS BEHALF FOR EXTRA EXPENSE ON ACCOUNT OF ERROR. 1.06 AS BUILT DRAWINGS: A SUPPLEMENTING THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL SUPPLEMENTARY GENERAL CONDITIONS, AS -BUILT DRAWINGS SHALL SHOW INVERT ELEVATIONS OF SANITARY SEWERS, RAIN WATER LEADERS AND STORM SEWERS OF CRITICAL LOCATIONS, LOCATIONS OF SHUT -OFF VALVES AND STUB -OUTS FOR FUTURE, AND ALL CHANGES MADE DURING THE COURSE OF THE WORK. FURNISH REPRODUCIBLE DRAWINGS WHEN WORK IS COMPLETE. B. THE GRADE OR QUALITY OF MATERIALS DESIRED IS INDICATED BY THE TRADE NAMES OR CATALOG NUMBERS STATED HEREIN. C. DIMENSIONS, SIZES, AND CAPACITIES SHOUk4 ARE A MINIMUM AND SHALL NOT BE CHANGED WITHOUT PERMISSION OF THE ARCHITECT. 1.01 MATERIAL LIST AND SUBSTITUTIONS: A. PRIOR TO COMMENCEMENT OF WORK, AND WITHIN 35 DAYS AFTER SIGNING OF THE CONTRACT BY THE OWNER AND GENERAL CONTRACTOR, THIS CONTRACTOR SHALL SUBMIT IN QUINTUPLE TO THE ARCHITECT FOR APPROVAL A COMPLETE LIST OF EQUIPMENT AND MATERIALS TO BE FURNISHED, INCLUDING ALL SUBSTITUTIONS. PARTIAL OR INCOMPLETE LISTS OF MATERIALS WILL NOT BE CONSIDERED. NO SUBSTITUTIONS WILL BE CONSIDERED THEREAFTER. ONLY ONE (1) REQUEST FOR SUBSTITUTION WILL BE CONSIDERED ON EACH ITEM OF MATERIAL OR EQUIPMENT. B. IF THE CONTRACTOR DESIRES TO MAKE A SUBSTITUTION, HE SHALL SUBMIT COMPLETE INFORMATION OR CATALOG DATA TO SHOW THE QUALITY OF THE EQUIPMENT OR MATERIAL OFFERED TO THAT SPECIFIED. NO SUBSTITUTION WILL BE ALLOWED UNLESS REQUESTED AND APPROVED IN WRITING. MATERIALS OF EQUAL MERIT AND APPEARANCE IN THE OPINION OF THE ARCHITECT WILL BE APPROVED FOR USE. ARCHITECT RESERVES THE RIGHT TO REQUIRE ORIGINALLY SPECIFIED ITEM. C. INSTALLATION OF APPROVED SUBSTITUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLATION OF APPROVED SUBSTITUTED EQUIPMENT MUST BE MADE WITHOUT ADDITIONAL COST. D. SUBMIT TO ARCHITECT FOR APPROVAL, WITHIN A REASONABLE TIME AFTER AWARD OF CONTACT AND IN AMPLE TIME TO AVOID DELAY OF CONSTRUCTION, SHOP, DRAWINGS OR SUBMITTALS ON ALL ITEMS OF EQUIPMENT AND MATERIALS COVERED IN LIST MENTIONED ABOVE. SHOP DRAWINGS SHALL BE SUBMITTED IN FIVE (5) COPIES AND IN A COMPLETE PACKAGE. PARTIAL SUBMITTALS WILL NOT BE CONSIDERED. 1108 FEES. PERMITS. AND UTILITY SERVICES: THIS CONTRACTOR SHALL ARRANGE TO OBTAIN AND TO PAY FOR ALL PERMITS AND SERVICE CHARGES REQUIRED IN THE INSTALLATION OF HIS WORK, ARRANGE FOR REQUIRED INSPECTIONS, AND SECURE APPROVALS FROM 'AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ARRANGE FOR UTILITY CONNECTIONS AND PAY CHARGES INCURRED, INCLUDING EXCESS SERVICE CHARGES, IF ANY. 1.09 GUARANTEE: AFTER COMPLETION OF THE INSTALLATION OF EQUIPMENT HEREIN SPECIFIED, THE CONTRACTOR SHALL GUARANTEE SAME AGAINST DEFECTS OF WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE (1) YEAR. IF, WITHIN THE SPECIFIED PERIOD FROM THE DATE OF ACCEPTANCE ANY OF THE SYSTEM IS PROVEN TO BE DEFECTIVE IN WORKMANSHIP AND /OR MATERIAL, IT WILL BE ADJUSTED, REPAIRED, OR REPLACED FREE OF CHARGE BY THIS CONTRACTOR. 1.10 ACCESSIBILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUFFICIENCY OF SIZE AND THICKNESS OF PARTITIONS FOR ADEQUATE INSTALLATION OF HIS WORK ANY EQUIPMENT REQUIRING ACCESS FOR OPERATION OR SERVICE SHALL BE MADE ACCESSIBLE BY THE USE OF ACCESS DOORS AS REQUIRED. PART 2 PRODUCTS 2.01 MATERIAL: PIPE: A. SANITARY SEWER PIPING INSIDE BUILDING DROPS SHALL BE ABS B. WATER PIPING BELOW GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL WITH HIGH DENSITY POLYETHYLENE WRAP, X -TRU -COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS, OR TYPE K COPPER WATER PIPING ABOVE GRADE SHALL BE SCHEDULE 40 GALVANIZED STEEL OR TYPE L COPPER. PROVIDE "ECOFF" DIELECTRIC UNIONS AT ALL COPPER TO STEEL CONNECTIONS. WATER PIPING OUTSIDE THE BUILDING MAY BE MANVILLE BLUE BRUT TYPE TRX -21± INSTALLED PER MANUFACTURER'S INSTRUCTIONS. C. NATURAL GAS AND FUEL OIL PIPING SHALL BE SEAMLESS OR LAP WELDED BLACK STEEL, 125 PSIG WORKING PRESSURE. FITTINGS SHALL BE 125 PSIG TO SUIT PIPING MATERIAL. THREAD PASTE SHALL BE INSOLUBLE IN WATER ALL VALVES SHALL BE RATED FOR NATURAL GAS FUEL. STEEL PIPE BURIED BELOW GRADE SHALL HAVE AN APPLIED HIGH DENSITY POLYETHYLENE WRAP, X -TRU -COAT, OR EQUAL, APPLIED AND INSTALLED ALL PER THE MANUFACTURER'S INSTRUCTIONS. D. GAS PIPING SHALL BE GRADED TOWARD THE REGULATOR WHEREVER POSSIBLE. PIPING TRAPPED BY CHANGE OF GRADE SHALL BE SUPPLIED WITH A DRIP LINE AT THE LOW POINT BROUGHT OUT TO AN ACCESSIBLE LOCATION. PROVIDE DIRT POCKETS AT BOTTOMS OF VERTICAL PIPE RISERS, CONSISTING OF TEE FITTINGS PLUGGED WITH CAPPED NIPPLES. HIGH PRESSURE PIPE SHALL BE WELDED (SEE JOINTING). E. CONDENSATE LINES SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE IRON FITTINGS OR TYPE 'M' COPPER. CONDENSATE LINES BELOW THE ROOF AND CONCEALED AREAS SHALL BE COVERED WITH INSULATION. F. ROOF DRAINS, DOWNSPOUTS, AND RAINWATER LEADERS: ALL DOWNSPOUTS WHICH ARE INCLUDED IN THIS WORK SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH BLACK CAST IRON DRAINAGE FITTINGS, EXCEPT PIPING BELOW GRADE OR SLAB TO 5' -0" OUTSIDE BUILDING SHALL BE MANVILLE NON - PRESSURE TRANSITE PIPE, CLASS 1500, OR APACHE SCHEDULE 40 DWV ABS PIPE AND FITTINGS (ALL AS SHOW ON THE DRAWINGS). A. ALL PIPE DOWNSPOUTS SHALL BE FURNISHED AND INSTALLED IN THE PLUMBING WORK ALL PIPE DOWNSPOUTS SHALL BE COMPLETE WITH ALL NECESSARY OFFSETS AND FITTINGS AS REQUIRED AND APPROVED. CONNECT TO ROOF DRAINS AS REQUIRED. NO FITTINGS SHALL BE EXPOSED TO VIEW IN FINISHED AREAS. 2.02 PIPE INSULATION: A ALL CONDENSATE LINES ON THE INTERIOR OF THE BUILDING AND THE HOT WATER SUPPLY AND RETURN PIPING ABOVE SLAB OR GROUND EXCEPT EXPOSED RUNOUTS TO FIXTURES AND UNIONS AND VALVES SHALL BE COVERED WITH 3/4" THICK INSULATION FOR PIPE 1/2" AND 3/4" IN DIAMETER AND I" THICK FOR LARGER PIPE. THE INSULATION SHALL BE MANVILLE FLAME SAFE± ONE PIECE CONSTRUCTION PREFORMED FIBERGLASS PIPE INSULATION, OR APPROVED EQUAL, WITH A "K" FACTOR OF 22 MAXIMUM AT 15 DEGREES MEAN TEMPERATURE. 2.02 VALVES: A. GATES: CRANE 1438, 2" AND UNDER CRANE 461 2 -1/2" AND OVER. B. SOLDER - JOINTS VALVES IN COPPER LINES. CRANE 1324 OR 438 WITH ADAPTERS. 2.03 VALVE BOXES: FURNISH AND INSTALL FOR EACH VALVE IN GROUND A BROOKS, CHRISTY, OR EQUAL TO BROOKS PRODUCTS COMPANY +9 OPEN BOTTOM CONCRETE VALVE BOX WITH COVER MARKED FOR SERVICE. 2.04FIXTURES: A. FIXTURES SHALL BE AMERICAN STANDARD, CRANE, OR EQUAL. SUBMIT FIVE (5) PORTFOLIOS WITH FULL DESCRIPTION AND CUTS OF FIXTURES AND TRIM PROPOSED FOR USE TO ARCHITECT FOR WRITTEN APPROVAL. B. FIXTURES SHALL BE AS SCHEDULED ON THE DRAWINGS C. PLATE NUMBERS INDICATED ARE AMERICAN STANDARD, COMPLETE AS ILLUSTRATED AND DESCRIBED UNLESS OTHERWISE NOTED. PROVIDE STOPS AS HEREIN BEFORE SPECIFIED FOR ALL CONCEALED SUPPLIES PART 3 EXECUTION 3.01 FRAMING. GUTTING AND PATCHING: SPECIAL FRAMING, RECESSES, CHASES, AND BACKING FOR WORK OF THIS SECTION, UNLESS OTHERWISE SPECIFIED, IS COVERED UNDER OTHER SECTIONS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT OF ALL PIPE SLEEVES, HANGERS, AND SUPPORTS AND LOCATION OF OPENINGS FOR WORK OF THIS SECTION. 3.02 EXCAVATION AND BACKFILL: A. THIS CONTRACTOR SHALL DO ALL EXCAVATING REQUIRED FOR THE INSTALLATION OF ALL PIPING AND OTHER WORK THAT APPLIES TO THE WORK OF THIS CONTRACTOR INDICATED ON THE DRAWINGS. B. EXCAVATIONS SHALL BE OF OPEN VERTICAL CONSTRUCTION OF SUFFICIENT WIDTH TO PROVIDE FREE WORKING SPACE AT BOTH SIDES OF THE TRENCH AND AROUND THE PIPE AS REQUIRED FOR JOINING, BACKFILL AND COMPACTING. WHERE INVERT ELEVATIONS ARE NOT SHOWN, TRENCHES SHALL BE DUG TO SUFFICIENT DEPTH TO GIVE A MINIMUM OF SIX INCHES (6 ") OF FILL ABOVE THE TOP OF PIPING, MEASURED FROM THE UNDERSIDE OF THE CONCRETE SLAB. C. METHOD OF COMPACTION SHALL BE AS DIRECTED BY PROJECT INSPECTOR. BACKFILL SHALL BE COMPACTED 95 %, OR TO THE ORIGINAL DENSITY OF THE SOIL BEFORE EXCAVATION. 3.03 PIPING INSTALLATION: GENERAL I. NO PIPING SHALL BE PERMANENTLY COVERED BY CONSTRUCTION BEFORE INSPECTION AND APPROVAL. 2. PROVISIONS SHALL BE MADE FOR THE EXPANSION AND CONTRACTION OF ALL PIPING, USING SWING JOINTS MADE UP OF FITTINGS, OR BENDS, OR OTHER METHODS OR DEVICES AS APPROVED. 3. CONNECTION OF PIPING OR EQUIPMENT OF DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC COUPLINGS OR WITH FLANGES AND INSULATING GASKETS EPCO, OR EQUAL. 4. INSTALL WATER PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS TO CONFORM WITH BUILDING REQUIREMENTS, AND PROVIDE SPACE FOR OTHER WORK 5. PIPING SHALL BE CONCEALED IN ALL LOCATIONS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6. INSTALL PIPING PROMPTLY, CAPPING AND PLUGGING OPEN ENDS. B. JOINTING: I. THREADED JOINTS SHALL HAVE TAPERED EVENLY CUT AND SHALL BE MADE WITH UNDERWRITERS' LABORATORIES APPROVED COMPOUND FOR GAS SERVICE CONSISTING OF GRAPHITE COMPOUND OR POLYTETRAFLOURETHYLENE TAPE APPLIED TO THE MALE THREADS ONLY. AFTER CUTTING AND BEFORE THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED CAULKING OF THREADED JOINTS TO STOP OR PREVENT LEAKS WILL NOT BE PERMITTED. 2. WELDED JOINTS: CHANGES IN DIRECTION OF PIPING SHALL BE MADE WITH WELDED FITTINGS OF FORGED- BRANCH - CONNECTION FITTINGS. METERING OR NOTCHING PIPE TO FORM ELBOWS AND TEES, OR OTHER SIMILAR FITTINGS, WILL NOT BE PERMITTED. 3. SOLDER JOINTS IN COPPER TUBING FOR ALL INSTALLATIONS (HEATING, REFRIGERATING, AND PLUMBING) SHALL BE MADE WITH SIL -FOS SILVER BRAZING ALLOY. SURFACES TO BE JOINTED SHALL BE FREE OF OIL, GREASE, RUST AND OXIDES. AFTER CLEANING AND BEFORE ASSEMBLY OR HEATING, SUPPLY HANDY -FLUX TO EACH JOINT SURFACE AND SPREAD EVENLY. HEAT SHALL BE APPLIED CAREFULLY WITH AN OXY- ACETYLENE TORCH TO AVOID OVERHEATING FITTINGS, VALVES, E1CTIN4E 95 5% ANTIMONY SOLDER MAY BE PERMITTED ON PLUMBING LINES ABOVE SLAB OR GROUND ONLY WITH PRIOR APPROVAL FOR PIPING 2" AND SMALLER, ONLY. 4. STEEL PIPE AND CONNECTIONS: A) SHALL WAVE ENDS REAMED TO FULL INSIDE DIAMETER AND BEVELED BEFORE BEING MADE UP INTO FITTINGS. B) ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS. C) ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT. D) JOINTS BETWEEN PIPE AND FITTINGS TO BE MADE WITH THREADS FULLY COATED WITH KEY'S THREAD PASTER PASTE IS TO BE APPLIED TO MALE THREAD. E) UNIONS TO BE PLACED ADJACENT TO ALL SCREWED VALVES, CHECK VALVES, OR EQUIPMENT WHICH WAS NO UNION CONNECTIONS. UNIONS ON WATER PIPES ON FIXTURES SIDE OF TRAPS MAY BE SLIP FLANGE JOINTS WITH SOFT RIBBER OR LEAD GASKETS. 5. CAST IRON PIPE JOINTS AND CONNECTIONS: A) JOINTS SHALL BE MADE WITH STAINLESS STEEL COUPLING NO -HUB TYPE. B) ALL CHANGES IN DIRECTION TO BE MADE WITH PROPER FITTINGS. C) ALL SCREWED CONNECTIONS TO BE METAL TO METAL TIGHT. D) CLEANOUTS TO BE LOCATED NOT LESS THAN 18" FROM BUILDING CONSTRUCTION FOR EASE OF RODDING. E) USE GRAPHITE ON ALL CLEANOUT THREADS. C. PIPING CUTTING: PIPE CUTTING SHALL BE DONE WITHOUT DAMAGE TO THE PIPE. UNLESS OTHERWISE AUTHORIZED BY THE ARCHITECT, CUTTING SHALL BE DONE BY MEANS OF AN APPROVED TYPE OF MECHANICAL CUTTER. WHEEL CUTTERS SHALL BE USED WHERE PRACTICABLE. ON PIPE 6" (SIX INCHES) AND LARGER, AN APPROVED GAS- CUTTING - BEVELLING MACHINE MAY BE USED. 3.04CARE AND CLEANING: A. ALL BROKEN, DAMAGED, OR OTHERWISE DEFECTIVE PARTS OF THIS WORK SHALL BE REPAIRED OR REPLACED BY THIS CONTRACTOR, AT HIS EXPENSE, AND THE ENTIRE WORK LEFT IN A CONDITION SATISFACTORY TO THE ARCHITECT. AT COMPLETION THIS CONTRACTOR SHALL CAREFULLY CLEAN AND ADJUST ALL EQUIPMENT, FIXTURES, AND TRIM WHICH ARE INSTALLED AS PART OF HIS WORK AND THE SYSTEMS AND EQUIPMENT LEFT IN SATISFACTORY OPERATING CONDITION. 3.05WATER SYSTEM STERILIZATION: AFTER FLUSHING, ENTIRE WATER SYSTEM FROM NEW POINTS OF CONNECTION SHALL BE STERILIZED BEFORE BEING TURNED OVER TO THE OWNER FOR USE. SLOWLY FILL SYSTEM WITH WATER AND ADD CHLORINE CHEMICAL AGENT TO PRODUCE A MINIMUM OF 50 PPM OF CHLORINE IN ENTERING WATER. TREATED WATER SHALL BE RETAINED IN PIPE OVERNIGHT. CHLORINE RESIDUAL AT PIPE EXTREMITIES SHALL BE AT LEAST 5 PPM AT END OF THIS TIME. SHOULD CHLORINE RESIDUAL BE LESS THAN THIS AMOUNT, PIPE SHALL BE RE- CHLORINATED. 3.06TEST OF PIPING: A. ALL PIPING SHALL BE TESTED AT COMPLETION OF ROUGHING IN, IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE. 3.01 CLOSING IN OF UNINSPECTED WORK: A. THIS CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK INSTALLED BY HIM TO BE COVERED UP OR ENCLOSED BEFORE IT HAS BEEN INSPECTED, TESTED AND APPROVED. B. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, HE SHALL, AT HIS EXPENSE, UNCOVER THE WORK AFTER IT HAS BEEN TESTED, INSPECTED, AND APPROVED, HE SHALL MAKE ALL REPAIRS NECESSARY TO RESTORE THE WORK OF OTHER CONTRACTORS TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF CUTTING. END OF PLUMBING SPECIFICATIONS CITY'FigMlitA n K ). 2011 PERMIT CEN TE PLU DING GENERAL NOTES 1. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNLESS NOTED OTHERWISE. 2. THERE SHALL BE NOTHING ABONDONED IN PLACE, UNLESS SPECIFICALLY IDENTIFIED AS SUCH. 3. THESE PLANS ARE DIAGRAMMATIC IN NATURE, CONTRACTORS SHALL INCLUDE APPROPRIATE ALLOWANCES FOR OFFSETS AS REQUIRED TO ACCOMODATE VERTICAL AND HORIZONTAL VARIATIONS IN THE LOCATIONS AND ELEVATIONS OF DUCTWORK, PIPING AND EXISTING CONDITIONS. 4. EACH TRADE SHALL COORDINATE THE =ROUTING AND INSTALLATION OF HIS WORK WITH THAT OF ALL OTHER, TRADES THROUGH THE GENERAL CONTRACTOR. IN ANY INSTANCES OF CONFLICT, SYSTEMS REQUIRING `GRADE" OR "SLOPE" FOR DRAINAGE (SANITARY SEWER, SANITARY VENT, EQUIPMENT DRAINS, ETC...) SHALL HAVE PRIORITY. 5. PENETRATIONS OF WALLS OR FLOORS FOR THE PASSAGE OF PIPING, OR OTHER EQUIPMENT SHALL BE PROPERLY SEALED AFTER INSTALLATION OF EQUIPMENT. FIELD VERIFY EXISTING WALL PENETRATIONS AND PROPERLY SEAL AS REQUIRED TO MAINTAIN WALL OR FLOOR RATING. 6. PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS AND SERVICES REQUIRED TO INSTALL COMPLETE AND WORKING SYSTEMS, INCLUDING ALL ITEMS AND APPURTENANCES NECESSARY, REASONABLE, INCIDENTAL OR CUSTOMARILY INCLUDED. EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFIED OR SHOWN. 7. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING ADDENDA, AND APPLICABLE CODES AND STANDARDS. 8. PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT AND VALVES. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT. 9. SLOPE OF HORIZONTAL DRAINAGE PIPE: 2 -1/2" OR LESS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT, 3" TO 6" SHALL HAVE A MINIMUM SLOPE OF 1‘8" PER FOOT, AND 8" OR LARGER SHALL HAVE A MINIMUM SLOPE OF 1/16 PER FOOT UNLESS NOTED OTHERWISE. 10. AU. FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, OR INDIRECT CONNECTIONS SHALL BE PROVIDED WITH TRAP PRIMER VALVE(S) EXTENDING TO NEAREST COLD WATER SUPPLY UNLESS SHOWN OTHERWISE. 11. WHERE CONNECTION IS MADE TO EXISTING SYSTEMS, FIELD VERIFY EXACT LOCATION, SIZE AND CONNECTION REQUIREMENTS AND PROVIDE ACCORDINGLY PATCH INSULATION AND OVERLAP VAPOR BARRIER AS APPUCABLE. 12. VENT STACK SHALL BE LOCATED A MINIMUM OF 10' -0" AWAY FROM ANY HVAC OUTSIDE AIR INTAKE. 13. ALL UTILITIES TO VENDOR EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. 14. PROVIDE AND INSTALL BACKFLOW PREVENTERS ON SUPPLY UNES SERVING OWNER FURNISHED EQUIPMENT IN ACCORDANCE WITH LOCAL AND STATE CODES. REFER TO SPECIFICATIONS. 15. DURING INSTALLATION FIELD MODIFICATIONS TO ROUTING MAY BE REQUIRED. 16. NO PIPING SHALL RUN EXPOSED IN FINISHED AREAS. 17. ALL WATER OUTLETS SHALL BE PROVIDED WITH AN APPROVED MEANS OF BACKFLOW PREVENTION. 18. HOLD PIPING HIGH AS POSSIBLE TO STRUCTURE. SEP 19. COORDINATE ALL FLOOR AND WALL CLEANOUT LOCATIONS WITH PRIOR TO INSTALLATION. 20. CONTRACTOR TO VERIFY EXACT FLOWUNE ELEVATIONS FOR EXISTING STRUCTURAL CONDITIONS AND SITE CONDITIONS P SEE PLANS FOR SANITARY SEWER SIZES. REVISIONS BY A PLAN CHECK 02 -07 -11 M.S. COLUMBIA, CA 95310 J 10224 REGIS 1 RED ARCHI CT THEODORE J. BRANDVOL STATE OF WASHINGTON LU I- a0 ce Z W Q C3) ° 03 z •-. <U O � O DETAILS /SPECIFICATIONS 21. SAWCUT FLOOR AS REQUIRED TO INSTALL NEW SANITARY SEWER. PATCH FLODR TO MATCH EXISTING FINISHED SURFACE. 22. ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, OR INDIRECT CONNECTIONS SHALL BE PROVIDED WITH PROSET GUARDS. 23. COORDINATE ALL FLOOR DRAIN LOCATION WITH ARCHITECT. PRIOR TO INSTALLATION. 24. COORDINATE FLOOR SINK LOCATIONS WITH EQUIPMENT VENDOR PRIOR TO INSTALLATION. DRAWN S. PRUITT CHECKED M. SCHEFLO DATE 03-17-11 SCALE AS SHOWN JOB NO. 11-247 ■ OF SHEET P8.1 SHEETS J GENERAL NOTES EXISTING MAIN SERVICE SWITCHBOARD WITH TWO EXISTING 200 AMP METERS FOR SPACE AND ONE THIRD METER AVAILABLE AREA OF IMPROVEMENTS BUILDING POWER PLAN SCALE: 1" = 20' -0" Dt\---- 0214 10224 crrYIVALA MAIL 2 3 2011 PERMIT CENTER REGISTE ARCHITEC ABATE MIT AND APPROVAL REQUIRED K:\2011 \O- 100 \CA WashingtonTwo \Sightline Electrical Value.rvt REVISIONS BY WZ Z �o W B Z 0 w o^ M P `o � Nw >-x> Iu d '0Z Z �0 o� 0 2 LU FA F— J w H w Lm • 7- Z " 0 O m • U ° COLUMBIA, CA 95310 J n Id 0 v uJ Z f- w oa0 s I, oN w. > O o3> z� <0 o� o '- N DRAWN 1 RCS CHECKED RCS DATE 1 0/22/1 0 SCALE AS SHOWN JOB NO. 2010. ' OF SHEET l SHEETS I I- ';•,••,7 REMOVE EXISTING 480 VOLT PANEL 75 KVA TRANSFORMER AND 208 VOLT PANEL. „• ! !ih• 111111 ';‘• ABANDON EXISTING 480 VOLT PANEL, 45 KVA TRANSFORMER AND 208 VOLT PANEL ,•;1••••;:,-;•• s‘t 11 • •, 1.1.1 1.1 : • • DEMOLITION ELECTRICAL PLAN SCALE: 1/8" = 1'-0" REMOVE ALL EXISTING LIGHTING OUTLETS, COMMUNICATION OUTLETS, ETC FROM TI SPACE EXISTING METERS TO REMAIN IN SERVICE AND CONNECTED TO NEW PANELS. (e)CONDENSER (e) UNIT TO BE REMOVED. DISCONNECT & SEAL PENETRATIONS (e)CU (e)RTU-1 GENERAL NOTES 1. the contractor shall remove such existing work as called for on the drawings or as required to clear the areas for new construction. *where existing equipment is to be retained/relocated, extreme care shall be taken to prevent damage during the removal and reinstallation. where damage occurs, the equipment shall be replaced or repaired to the satisfaction of the architect, at no additional cost to the owner. 2. all equipment and material removed that is not being reused shall remain the property of the owner and shall be stored or disposed of as directed. 3. remove existing electrical and special systems wiring devices shown dashed or lacted within dashed areas unless noted otherwise. for all removed devices, remove associated wiring/cabling and raceway from device to source unless required to maintain service to devices in adjacent areas. it is the electrical contractor's responsibility to field verify existing branch wiring circuits to be removed and reused. 4. empty backboxes installed within cmu or concrete walls shall be provided with blank coverplates. 5. existing panelboard cabinets to remain shall not be used for other purposes than circuit protection and distribution points and shall not be used as junction or pull boxes. 6. where existing electrical work interferes with new york and where such installations are to remain in use, the installations shall be disconnected, relocated, and reconnected to coordinate with the work indicated within the contract documents. such devices shall be restored to their original operating condition. (e)RTU-2 (e)RTU-3 ! (E)AC UNIT TO DISCONNECT RELOCATED BY THE MECHANICAL CONTRACTOR, RECONNECT TO NEW CIRCUIT SHOWN BY THE ELECTRICAL CONTRACTOR (e)RTU-4 (e) UNITS TO REMAIN BUT RECONNECTED TO NEW PANEL. SEE MECHANICAL CONNECTION PLAN FOR NEW CIRCUITING (e)EF-1 (e)EF-2 (e)RTU-5 (e)RTU-7 (e)RTU-1/17 (e) UNIT TO BE REUSED. INTERCEPT CIRCUITS AND RECONNECT (e) UNITS TO REMAIN BUT RECONNECTED TO NEW PANEL. SEE MECHANICAL CONNECTION PLAN FOR NEW CIRCUITING (E)AC UNIT TO BE DISCONNECT RELOCATED BY THE MECHANICAL CONTRACTOR, RECONNECT TO NEW CIRCUIT SHOWN BY THE ELECTRICAL CONTRACTOR CiTieValA MAR 2 3 2011 PERMIT CENTER DEMOLITION MECHANICAL ROOF PLAN \E2,y SCALE: 3/32" = z z I- ARAE PERMIT MO APPROVAL REQUIRED Ec K:\2011\0-100\CA WashingtonTwo\Sightline Electrical Value.rvt ILl ILl REVISIONS BY I z z 0 U z 0 U F`-s u LLJ I-- 8 11 >- v) u* 0 a z (`) a V) T: LLI LU fje A U Z>< O U COLUMBIA, CA 95310 m... d ipli a R 6 Z 2 40 ILLJ Ili N 1 I z M ce 5 U)- )z 0 50 ! i w LU ■ 1 DRAWN RCS CHECKED RCS DATE 1 0/22/1 0 SCALE AS SHOWN JOB NO. 2010. ,,. OF SHEET SHEETS I 1. (bb) i HL-6 J1 (bb) HL-6 B2 (aa) HL -5 B2 (aa) HL-5 2E (ea) 62E (aa) HL -6` 01 (bb) Ji (bb)" HL -6 w fiiL -6 •.; JI (bb) J1 (bb). HL -6 ® HL -6 J1 (bb) HL-5 J1 (bb) HL -5 FIXTURES B2,B2E,JI,AX IN THIS ROOM TO HAVE A DIMMING BALLAST B2 (aa HL -6 KEY NOTE 1 KEY NOTE 3 FIXTURES J1,AX IN THIS ROOM TO HAVE A DIMMING BALLAST Al (d) HL-3 c,d v J1 (bb) HL-5 Al (d) Al (c) HL -3 HL-3 Al (c) HL-3 J1 (bb) HL-5 (EXIT' HL -3 Al (d) Al (c) q HL -3 ❑ HL -3 1r US KEEP EXISTING LIGHTING AND FANS FOR OLD........ RESTROOMS AND BREAK ROOM OPERATIONAL KEY NOTE 3, TYPICAL FOR ALL U2,U3,U4 Al (bb) Al (aa) HL -1 HL -1 Al (c) HL -3 0 B2 (c) HL-3 B2 (d) HL-3 D3 (bb) Al (bb) Al (aa) HL -1 HL -1 0 0 US Al (d) HL -3 b) J I (aa) HL -1 Al (b) HL -3 FIXTURES TAGS DENOTE: TYPE (switching) CIRCUIT-NUMBER SWITCHES OF DOUBLE LETTERS ARE LOCAL SWITCHES (eg. aa, bb,cc) SWITCHES OF SINGLE LETTERS ARE CONTROLLED BY LOW VOLTAGE LIGHTING CONTROL PANEL (eg. a,b...) ® EXIT SIGNS ARE UNSWITCHED AND J1 (aa) :.. CONNECTED TO CIRCUIT SHOWN. HL-1 Ali(aa) ' Al (bb) HL -1 HL -1 Lighting Fixture Schedule Type Mark Lamp Description Manufacturer Model Apparent Load Al 2 -F32T8 2'x4' 2 LAMP FLUORESCENT LIGHTING FIXTURE. ELECTRONIC BALLAST, PARABOLIC LOUVER LITHOANI #2PM3N- 232 -12 LD- GEB -MVOL T 62 VA A2 2 -F32T8 FLUORESCENT 25(4' RECESSED DIRECT /INDIRECT TROFFER, (1)2 LAMP LOW PROFILE 10% THD, INSTANT START ELECTRONIC BALLAST, (2)32W 4100K T8 LAMPS, SYMMETRIC METAL DIFFUSER, 90% REFLECTIVE MATTE WHITE POWDER PAINTED FINISH, 120V, GE ULTRAMAX #232 - MAX -N /ULTRA BALLAST, F032, 741, ECO SYLVANIA LAMPS LITHONIA 2AV- G- 2 -32 -MD R- 277- GEBIOIS 62 VA AX 2 -F32T8 741 ECO 32W FLUORESCENT 2'x4' RECESSED CEILING TROFFER (1) 3 -LAMP LOW PROFILE 10% THD 0 -10VDC ELECTRONIC DIMMING BALLAST, (3) 32W 4100K, T8 LAMPS, COLD ROLLED STEEL HOUSING, POWDER COATED GLOSS WHITE, LUMINOUS SKY LENS INSERT, 90% REFLECTIVE MATTE WHITE POWDER PAINTED FINISH, 120V, ADVANCE MARK VII, 0 -10VDC DIMMING BALLAST FAILSAFE CV- 2- VR- G -C -2- 32 -CL10 -277 -D B-4A 62 VA B2 3 -F017, 741, ECO 10 FLUORESCENT 2x2 RECESSED DIRECT /INDIRECT TROFFER, (1)3 LAMP LOW PROFILE, 10% THD, INSTANT START ELECTRONIC BALLAST, (3)17W 4100K T8 LAMPS, SYMMETRIC METAL DIFFUSER, 90% REFLECTIVE MATTE WHITE POWDER PAINTED FINISH, 120V, GE ULTRAMAX #317 - MAX -N /ULTRA BALLAST LITHONIA 2AV- G- 3 -17 -MD R -MVOLT -GEB 10S 55 VA B2E SIMILAR TO TYPE "B2" WITH EMERGENCY BALLAST 55 VA D3 CFL 13 QUAD FLUORESCENT DECORATIVE WALL SCONCE, ETCHED WHITE OPAL GLASS LENS, SATIN NICKEL FINISH, (1)13W QUAD 4 PIN CFL LAMP, 120V FORECAST F5427 -36E1 17 VA J1 CFL 26 FLUORESCENT 6" RECSSED OPEN DOWNLIGHT, IC- RATED, (1) 10% THD INSTANT START ELECTRONIC BALLAST, (1) 26W 4100K TRT CFL LAMP IN HORIZONTAL POSITION, CLEAR ALZAK REFLECTOR, WHITE FLANGE TRIM, 120V VANTAGE AIC6HF1 -26W- E -1 -SCL 34 VA P1 A -19 INCANDESCENT DECORATIVE PENDANT, WHITE FROSTED GLASS LENS, PAINTED SILVER FINISH HALO LZR603WH 40 VA P2 6- F032T8, 741 ECO FLUORESCENT, 8' DECORATIVE DIRECT /INDIRECT PENDANT, (1) 2 LAMP LOW PROFILE 10% THD INSTANT START ELECTRONIC BALLAST, (2) 32W 4100K T8 LAMPS (PER 4' SECTION), PERFORATED STEEL HOUSING, SPECULAR SLOTTED SIDE REFLECTORS, FLAT ENDCAPS, WHITE POWDER COAT FINISH, 120V, GE ULTRAMAX 232 - MAX -N /ULTRA BALLASTS FINELITE #S5P- 8- 3T8 -SC - SPEC- 277 -AC1 8 -FE 186 VA U2 1 -F17 FLUORESCENT UNDERCABINET FIXTURE, SURFACE MOUNTED, BAKED WHITE ENAMEL FINISH, LOW BRIGHTNESS PRISMATIC ACRYLIC LENS, 10% THD INSTANT START ELECTRONIC BALLAST, T8 LAMP, INTEGRAL ROCKER SWITCH, 120V LITHONIA 2UC- 1- 17 -GEB1 01S-SWR 32 VA U3 1 -25W SIMILAR TO U2, 3' IN LENGTH LITHONIA #2UC -1 -25 -120- GEB1OS, SWR 32 VA U4 1 -F32T8 SIMILAR TO U2, 4' LENGTH LITHONIA 2UC -1 -32 -120- GEBI OIS -SWR 34 VA X1 LED COMBINATION EXIT SIGN /EGRESS LIGHT UNIT, 90 MINUTE BATTERY BACKUP, UNIVERSAL MOUNT LITHONIA LHQM SW1 R120/277 ELN 1 VA FIXTURES THAT ARE HALF SHADED INCLUDEAN EMERGENCY BALLAST THAT IS CONNECTED TO THE CIRCUIT, BUT NOT SWITCHED. Al (bb) Al (ea U2 U3. HL -1 HL=1 Al (b) HL -3 X1 f_ HL4 . IIIX3I Al (b) Al (a) HL -3 HL -3f Al (bb) Al (aa) HL -1 HL -1`" Al (c) HL-3 B2 (c) HL-3 Al (a) HL-3 ALL T8 FLUORESC€NT BALLASTS TO BE 120V. ELECTRONIC 1096 THD INSTANT START (MAXIMUM .88 EFT) U.N.O,. 2. PROVIDE ,A 0 -1OVDC ELECTRONIC DIMMING BALLAST FOR ALL FLUORESCENT LIGHTING FIXTURES INDICATED TO BE DIMMABLE ON THE PLANS U.N.O. 3. PROVIDE A DISCONNECTING: MEANS EITHER INTERNAL OR EXTERNAL TO EACH FLUORESCENT LIGHTING FIXTURE THAT UTILIZE DOUBLE -ENDED LAMP(S) AND/OR CONTAIN BALLAST(S) THAT CAN BE SERVICED IN PLACE PER NEC ARTICLE 410.73(G), 4. PROVIDE 1W0 (2) BALLASTS FOR FIXTURES SHOWN ON DRAWINGS INDICATED' AS BEING BI -LEVEL SWITCHED 5. PROVIDE AN EMERGENCY BATTERY PACK FOR'LIGH_iING FIXTURES SHOWN CROSSHATCHED ON DRAWINGS. 6. PROVIDE FLANGE KITS WHERE FIXTURES ARE INSTALLED IN GYP BOARD. CEILINGS: 7, ALL METAL HALIDE FIXTURES 150 -WATTS OR GREATER, SHALL UTILIZE ELECTRONIC OR MAGNETIC PULSE -START BALLASTS. 8. ALL FLUORESCENT LAMPS TO BE LOW MERCURY WITH MERCURY CONTENT LESS THAN 70 PICOGRAMS PER LUMEN -HOUR. 9. REFER TO SPEC SECTION 265100 AND 265600 FOR ADDITIONAL INSTALLATION REQUIREMENTS. 10. ALL LIGHTING FIXTURE FINISHES, MOUNTING OPTIONS, ETC. TO BE APPROVED BY THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION; NO EXCEPTIONS: Al (aa) HL -1 US Al (d) HL -3 B2 (aa) B2 (aa) HL -1 HL-1 Al (b) HL -3 HALLWAY OCC SENSOR HL -2 HL -2 RETAIN FIXTURE !..: IN CLOSET 2 (bb) J1 (bb) HL -2 HL -4 Al (c) HL-3 Al (b) HL -3 2 (aa) HL-2 Al (a) HL-3 HALLWAYS USE LOW VOLTAGE LIGHTING CONTROLS FOR 3 WAY SWITCHING. PRE -WIRE WITH CABLE AS REQUIRED BY SYSTEM MANUFACTURER. INSTALL IN CONDUIT IN WALLS AND OPEN ABOVE CEILING Al (c) HL -3 B2 (aa) HL-2 J1 (bb) HL -4 A2 (bb) A2 (aa) HL -2 HL -2 LOW VOLTAGES e,f,g 0 A1..(e.).... HL-7 SWITCH ROOM THRU CEILING MOUNT OCCUPANCY SENSOR X1 L -7 US Al (e) HL -7 .�....J1 (f) .ti - •a. J1 (f) HL -7 HL -7 HL -7i HL-7 .J1 (f) F11--7/' 1 (g) :N�..: HL -7 :•�/ HL -7 Al (e) HL-7 ❑ Al (e) HL-7 US KEY NOTE 1 & 2 Al (e) Al (e) HL -7 HL -7 0 Al (e) HL -7 Al (e HL -7 KEY NOTE 4 K E 1 LIGHTING PLAN 3 SCALE: 1/8" = 1' -O" Al (e) ILOREVIEWED FOR DE COMPLIANCE APPROVED APR 18 2011 City of Tukwila. BUILDING DIVISION" GENERAL NOTES 1 Provide all equipment, material, labor, supervision, costs, and services required to install complete and working systems including all items and appearances necessary, reasonably incidental, or customarily included, even though each and every item is not specifically specified or shown. 2. Provide and install all lighting fixtures in accordance with the architectural dimensioned drawings. verify and confirm exact fixture type, quantityy, location, and mounting requirements with architect prior to installation. where a lighting control system is indicated or speficied, the contractor shall coordinate all necessary system components with an approved lighting controls vendor. 3. connect all exit signage and emergency egress lighting fixtures (crosshatched) to nearest 120v. lighting branch circuit serving the immediated area, ahead of any switching unless noted otherwise. 4. when double switching is shown, one switch shall control the outer lamp(s), and the other switch shall control the inner lamp(s), unless noted otherwise. 5. rooms containing ceiling mounted occupancy sensor(s) and wall switch to be wired such that the wall switch controls circuit to occupancy sensor /power pack. 6. lower case letters adjacent to light fixtures and switches indicate switchleg. 7. provide and secure all conduit raceways per cec, nec, and local code requirements. all fittings, boxes, sleeves, and penetrations shall be sealed and rated accordingly. 8. refer to architectural drawings for exact locations and elevations of electrical wiring devices. KEY NOTES 1. Provide existing lighting fixture with integral 1400 lumen t8 emergency battery pack and indicator test switch, bodine #b50 -120V or approved equal. 2. Provide existing lighting fixture with (1) 3 -lamp t8 electronic 0- 100vdc dimming ballast (100 % -5% lumen output dimming range); advance mark vii or approved equal. 3. connect undercabinet lighting fixture to nearest 120v. 20a. general receptacle branch circuit serving the immediate area. 4. provide and install 0 -10vdc indoor daylight photosensor, cooper controls #dlc -pd -dim or approved equal; install per manufacturer recommendations. photosensor shall control lighting fixture, or portion thereof, as indicated on the plans. 5. provide and install an override pushbutton switch and interface with timeclock to momentarily control lobby, reception, corridor, and waiting area lighting fixtures during after hours. provide identification on switch coverplate using a machine - generated adhesive label (i.e. "timeclock override ", after hours use only "). sequence of operation shall be as follows: 1. once th switch has been activated by an occupant, it shall provide 60 minutes of override for the specified area(s). 2. 10 minutes before the override period is over, the switch shall alert the occupant by blinking the lighting fixtures it currently controls. 3. when the override period has elapsed, all lighting gixtures shall return to the primary settings of the timeclock. 4. the override switch shall be equipped with a 'lock -out' function, and shall only be active during after hours. 6. provide and install (2) separate 4 -pole lighting contactors, square d #Ig400 or approved equal, and a 365 -day astronomical timeclock, tork dts200a or approved equal, to control interior and exterior, lighting fixtures. lighting contactors to be mounted in separate nema 1 enclosures with hinged doors; provide respective identification for each contactor enclosure (i.e. "interior lighting ", "circuits IIa- 1,3,5 ") / 7. route lighting circuit, or portion thereof, thru lighting contactor controlled by timeclock. 8. route lighting circuit, or portion thereof, thru lighting contactor controlled via outdoor daylight photosensor. 9. coordinate exact placement of lighting fixture with mep equipment/ductwork/piping to be located in this area CI1MSLA MAR 2 3 2011 PERMIT CENTER REGIS ARCHIT K:\2011 \0- 100 \CA WashingtonTwo \Sightline Electrical Value. nit LIGHTING FLOOR PLAN REVISIONS • BY J C ;•- L61 v) o MP zv)oW Ea Z v' Ln mil ' i � O v - o Z �o o5 N W w N Cn 3 oe 06 v.) 1_ J Za OLLI 0 UL- 0 CZ A . Z 0 " 0 U° COLUMBIA, CA 95310 4'9 z ERIth eAl W vu aF5 =WZ r LIGHTING CONTROLS LEGEND - SYMBOL DESCRIPTION MTG HT UNO $OC WALL MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY. LEVTON #OSSMT, OR EQUAL TO (COLOR BY ARCHITECT). 4g° AFF $US CEILING MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY. LEVITON #IOSC20 -MOW, OR EQUAL TO. HALLWAY WHERE SHOWN. CEILING NOTES: 1. ALL SENSOR LOCATIONS ARE APPROXIMATE, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS SHOULD BE LOCATED A MINIMUM OF SIX (6) FEET FROM HVAC SUPPLY /RETURN VENTS. 3. CONTRACTOR IS° RESPONSIBLE FOR PROPER SENSMVIIY AND TIME DELAY SETTINGS FOR NON- ADAPTIVE PRODUCTS, FOLLOWING THE MANUFACTURER'S. RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER. PACK PLACEMENT. 4. CONTRACTOR IS; RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS: A. ONE POWER PACK IS REQUIRED FOR EACH. CONTROLLED CIRCUIT, B. UP TO THREE (3) SENSORS CAN BE WIRED IN PARALLEL TO SINGLE POWER PACK, SENSOR TYPE DEPENDENT, C. IF MULTIPLE CIRCUITS ARE TO BE CONTROLLED BY A SINGLE SENSOR, AUXILIARY RELAYS MAY BE USED IN CONJUNCTION WITH A POWER PACK, 5. SENSORS MOUNTED OVER DOORWAYS SHOULD BE PLACED ONE (1) FOOT INSIDE THRESHOLD. 6. REFER TO SPEC SECTION 260923 FOR ADDITIONAL INSTALLATION REQUIREMENTS CI1MSLA MAR 2 3 2011 PERMIT CENTER REGIS ARCHIT K:\2011 \0- 100 \CA WashingtonTwo \Sightline Electrical Value. nit LIGHTING FLOOR PLAN REVISIONS • BY J C ;•- L61 v) o MP zv)oW Ea Z v' Ln mil ' i � O v - o Z �o o5 N W w N Cn 3 oe 06 v.) 1_ J Za OLLI 0 UL- 0 CZ A . Z 0 " 0 U° COLUMBIA, CA 95310 4'9 z ERIth eAl W vu aF5 =WZ r DRAWN • 1 RCS CHECKED RCS DATE 10/22/10 SCALE AS SHOWN JOB NO. 2010. ■ OF SHEET 3 SHEETS J ( ONE 2.5" EMPTY CONDUIT IN CEILING!! SPACE FOR FUTURE INJECTOR SYSTEM. RUN CONDUIT DOWN INSIDE WALL NEXT TO WALL DUCTS. COORDINATE EXACT WALL BOX MOUNTING HEIGHT AT CT CONTROL AND AT CT -SCAN WITH GEMS SEE ONE -LINE DIAGRAM FOR FEEDER INFO KEY NOTE 8 LB -25 LB -6- LB -6 LB -6 KEY NOTE 9 EMERGENCY POWER OFF PUSHBUTTON.'" VARIAN WORKSTATION (30A OUTLET) SEE KEY NOTE 6 LB -40 CT SCAN LB -33 CONTROL LB -21 135 LB -14 -- BLOCK STOR. HALL KEY NOTE 1 LB -33 'LB-33 133 132 VAULT CONTROL PANEL "HA" 131 #10 LB -17 LB -18 DOSIMETRY LB -33 LB -40 BIOLITEC LASER KEY NOTE 6 KEY NOTE 10 (LB -12) HALL PANEL "HB" 129 LB -40 LB -40 LB -40 KEEP EXISTING OUTLETS AND FANS FOR OLD RESTROOMS AND BREAK ROOM OPERATIONAL BLOCK CUTTER e'J ar LB -26 LB -19 PROCEDURE LB -13 CHG. CHG. 128 126. - LB -42 LB -42 HALL LB -42 LB -26 GFCI 125 LB -30 EXAM 108 GFCI MEN'S:... R.R. LB -42 GFCI 122 LB -7 -LB -32 LB -36 LB -30 LB -30 Gr?I LB -24 rezrzr B -31 LB -9; NOTE 14 - LB -34 BREAK ROOM ALL COUNTERTOP OUTLETS TO BE GFI LB -7 DISHWASHER BELOW COUNTER LEXAGFCI M 107 LB -20 MICROWAVE IN CABINETS LB -24 LB -31 WOMEN'S; R.R..... BLANKET WARMER KEY NOTE 6 HALL INSTALL TWO 75 KVA TRANSFORMERS ON ROOF. PROVIDE CURBS TO MATCH MECH. INSTALL NEMA 3R WEATHERSHIELDS LB -20 LB -11 LB -11 LB -23 LB -11 GFCI CHG. CHG. ELEC. LB -24 VIEW BOX LB -1 LB -24.- KEY NOTE 7 LB -37 LB -37 LB -37 OFFICE 110 LB -27111 LB- 27)FFICE LB -11 HALL 103 KEY NOTE 3 IOd9_.. "'.......... LB -28 LB -5 ADJACENT SUITE N.I.C. CLINAC POWER CONDITIONER PROVIDED BY VARIAN, INSTALLED BY ELECTRICAL CONTRACTOR. AUTOMATIC LIGHTING CONTROL PANEL "ILC" ADMINISTRATION LB -39 LB -35..i LB -39 LB -28 LB -4 LB -4 LB -4 RECEPTION LB -38 sa LB -41 FOR EACH COMMUNICATION OUTLET SHOWN, STUB 3/4 "CO TO CEILING SPACE, INSTALL (2)CAT 6 DATA CABLES TO DATA RACK AND ONE CAT 5E CABLE TO PHONE BOARD, LABEL EACH END U LB -38 FIRE ALARM ANNUNCIATOR PANEL KEY NOTE 11 LB -10 A POWER PLAN E4) SCALE: 1/8" =11-0" KEY NOTE 1 ELECTRICAL ROOM SCALE: 1/4" = GENERAL NOTES General Notes 1. Provide all equipment, material, labor, supervision, costs, and services required to install complete and working systems including all items and appearances necessary, reasonably incidental, or customarily included, even though each and every item is not specifically specified or shown. 2. Provide and install an intelligent, performance — based fire alarm system. Devices indicated are a minimum, provide additional devices as required to adhere to all code requirements. Contractor shall commission a licensed fire alarm engineer to provide detailed fire alarm system installation drawings and submit to the local fire marshal for review and comment. Refer to spec section 283100 for additional installation requirements. 3. Provide and install an empty conduit raceway for all telecommunications and security system cabling requirements. Raceways shall be installed from device to nearest accessible ceiling space. In areas without accessible ceiling space or exposed to structure, raceways shall be installed between each device and terminal board. Refer to spec section 283100 for additional installation requirements. 4. Provide and secure all conduit raceways per CEC, NEC, and local code requirements. All fittings, boxes, sleeves, and penetrations shall be sealed and rated accordingly. 5. Provide and install all necessary power connections to equipment per vendor specifications. 6. Refer to site specific medical equipment plans and specifications for additional installation and connection requirements and provide for as required. 7. Refer to architectural drawings for exact locations and elevations of electrical wiring devices. 8. Electrical contractor shall provide and install all exhaust fan control and interlock wiring. 9. Maintain clearances per CEC, NEC, and local code requirements for all installed electrical equipment. Electrical contractor shall provide a' /4 "scale dimensioned drawing of electrical room equipment layout and submit to electrical engineer for final review. KEYNOTES 1. Provide and install all power, conduit, and necessary control wiring connections to accommodate misc. door hardware (motorized door swings, push plates, card readers, auto - locks, etc.) 2. Provide and install telephone backboard, fire -rated AC grade plywood wall mounted vertically with the bottom at 24" A.F.F. Leave plywood fire- rating stamp exposed in one location. 3. Provide and install flush mounted floor box, Hubbell #S1 DIV1 divider„ #slsp sub - plate, and #slcfcxx coverplate; color /finish to be selected by architect. provide with (1) 120v., 15a. duplex receptacle and (1) tele /data combinations outlet. utilize existing in -slab conduits provided and installed under separate contract. 4. provide and install switched receptacle for garbage disposal located under sink; coordinate installation and connection requirements with manufacturer. 5. refer to gems installation data package for site specific electrical installation and connection requirements. electrical contractor shall provide and install all power conduit and necessary control wiring connections as required. 6. coordinate receptacle requirements with medical equipment vendor and provide accordingly. 7. provide and install power for connection to hvac and plumbing controls (damper actuators, auto -flush valves, etc.); extend circuit wiring and raceway as required. 8. ct -scan flush wall mounted enclosed circuit breaker; refer gems drawing for installation requirements and provide for accordingly. 9. warning light; gems #wziabww- of -xiu. provide a'/" empty conduit between warning light and relay junction box. relay junction box (12 "H x 12 "W x 6 "D) shall be located in ceiling space. provide and install potter brumfield- prdl ldgo -24 relay in junction box. 10. provide and install power and data for pet scanner (solo it power mim view workstation). coordinate locations of wiring devices with medical equipment vendor and provide for accordingly. 11. coordinate location of fire alarm annunciator panel with local fire marshal prior to installation. TELEPHONE TERMINAL BOARD 3/4 "x4'x8' FIRE ALARM CONTROL PANEL REGISTERS. ARCHITEC IT CLOSET SCALE: 1/4" = ARATE MIT AND APPRC REQUIRED K :\2011 \0 - 100 \CA WashingtonTwo \Sightline Electrical Value.rvt J REVISIONS 1 BY t J W Z �o Wo B Z 0 U z W F- L7 0 0 J L1 t/) oes F— J 5 J LU F- U Z 0 w U -0 M LOU W °'W " U o z 2B o ~ o n= -c) n M X 0 0 COLUMBIA, CA 95310 v W 0 C3 uJ Z H < co LLJ r— se CO Q ce Lu >Q O � z� < U 0 0 I- N DRAWN 1 RCS CHECKED RCS DATE 10/22/ 10 SCALE AS SHOWN JOB NO. 2010. OF SHEET 4 SHEETS i KEY NOTE 10 KEY NOTE 8 KEY NOTE 6 KEY NOTE 9 KEY NOTE 8 VAULT KEY NOTE 1 KEY NOTE' REFER TO THE GEMS INSTALLATION DATA PACKAGE FOR SITE SPECIFIC ELECTRICAL INSTALLATION REQUIREMENTS. ELECTRICAL COTNRACTOR SHALL PROVIDE AND INSTALL ALL UNDERGROUND /IN -SLAB RACEWAYS, PULLBOXES, ETC. AS REQUIRED L • KEY NOTE 12 VESTIBULE ELECTRICAL CONTRACTOR SHALL SPACE CONDUITS 8" ON CENTER WHERE THEY PENETRATE THE CONCRETE STEM WALLS ABOVE NEW SCHEDULED CONCRETE VAULT FOOTINGS. REFER TO THE STRUCTURAL DOCUMENTS. KEY NOTE 11 KEY NOTE 3 MA KEY NOTE 2 3/4 CO FOR POWER 1 "CO FOR COMMUNICATIONS KEY NOTE 2 .2 UNDER FLOOR ELECTRICAL PLAN E5 SCALE: 1/8" = 1' -0" Connections for two or more warning lights, usually red colored, incandescent (no fluorescent lighting) are provided. Locate over the door-on the outside of the treatment room. They may be required to blink when the x -ray is on. Verify local requirements with regional regulatory agencies. For more information, Std section 4/A.5 "Warning Lights," GENERAL NOTES 1. Provide all equipment, material, labor, supervision, costs, and services required to install complete and working systems including all items and appearances necessary, reasonably incidental, or customarily included, even though each and every item is not specifically specified or shown. 2. contractor shall coordinate the routing and installation of his work with that of all other trades through the general contractor. in any instances of conflict, systems requiring grade, slop, or structural reinforcement shallhave priority. 3. confirm locations of existing underground utilities or services (electrical, telephone, water, gas, etc.) prior to performing any cutting, trenching, boring, etc. notify engineer immediately in writing for any location where a conflict occurs. 4. provide and secure all conduit raceways per cec, nec, and local code requirements. all fittings, boxes, sleeves, and penetrations shall be sealed and rated accordingly. 5. size and install pullboxes in accordance with cec, nec, and local code requirements. where areas are subjuect to vehicular traffic, provide pullboxes with traffic rated covers; label pullbox covers "electrical ". 6. repair areas where digging, trenching, saw cutting, etc. disturbed exising paving, landscaping, etc. to original condition per contract document requirements. 7. refer to site specific medical equipment plans and specifications for additional installation and connection requirements and provide as required. 8. cable runs between equipment pullboxes not to exceed 75 feet. conduit runs between pullboxes shall have a minimum of 270 degrees of bends. conduit bend radii shall be a minimum of 6" diameters. Provide one 3" (76) and two 2'" (51) conduits tight to the ceiling, adjacent to the . mechanical duct opening, to facilitate cable access for future room renovations. Review all vault penetrations with the Physicist of Record. For information on the on -board imager main circuit breaker panel, see section 4.3.1. '; For information on the main circuit breaker panel, see section 4.2.1.1. For information on signal pull box for the in -room monitor, see section 3.2.1.1; For information on the control equipment pull „box,' see section 3.2.1.2. KEY NOTES 1 refer to varian medical systems installation data package for site specific electrical installation requirements. electrical contractor shall provide and install all underground /in -slab raceways, pullboxes, etc. as required. 2. provide and install a round multi - service floor box for future power and telecomm requirements; hubbell #b2527 or approved equal. 3. route (1) 3 /e" empty conduit and (1) 1" empty conduit in -slab for future power and telecomm requirements; stub -up inside stud wall. 4. route 2: empty conduit underground between control room and vault for future cctv monitoring requirements; stub -up on interior side of stud wall. 5. route (1) 2" empty conduit underground between obi enclosed circuit breaker location and obi pull box for future medical equipment cabling requirements; stub -up inside stud wall. 6. route (1) 2" empty conduit underground between clinac enclosed circuit breaker location and modular pull box for future medical equipment cabling requirements; stub -up inside stud wall. 7. route (2) 4" empty conduits underground between control room and modular pull box for future medical equipment cabling requirements; stub -up on interior side of stud wall. 8. rout (3) 4" empty conduits underground between control room and obi pull box, and between both obi and modular pull boxes for future medical equipment cabling requirements. 9. provide and install a 12 "h x 24 "w x 10 "d pull box in -slab for future medical cabling requirements. 10. provide and install a 18 "h x 24 "w x 10 "d pull box in -slab for future medical cabling requirements 11. location of future clinac and obi flush wall mounted enclosed circuit breakers. 12. location of future 12 "h x 24 "w x 6 "D surface wall mounted pull box. A 3 175) experimental access (physics) conduit may be required by the Customer. The experimental access conduit is used to periodically monitor radiation in the equipment room. The conduit should be oriented as perpendicular to the isocenter as possible. Provide a locking "x6 "(150x1.50) access door at the conduit termination's. Review all vault penetrations with the Physicist of Record. Provide one 2 "(50) conduit between the pull box at In -Room Monitor and the pull box at Control Console. Depending on the configuration, up to four cables may need to be pulled through this conduit. The length of this cable run shall not exceed 75 feet (22,900). Provide one 2 150) conduit .between Main Circuit Breaker `Panel and Modulator pull box For info rmation on the signal pull box for the in-room monitor, see sedion Provide ;" (13) conduit between warning light(s) and the Relay junction box. Provide four - 4 1100) conduits between the Control Console pull box and the Base Frame pull box, The length of this cable run shall not exceed 75 feet (22,900). Provide one 2(50) conduit between OBI Circuit Breaker panel and the Base Frame pull box. Verification of appropriate utility and cable access is the responsibility of the Customer. Selection of the appropriate cable access method is determined by site-specific conditions and Customer preference. The standard bottom cable access details are appropriate for the majority of installations. Side access conduit details are included for installations with sub-floor clearances of at least 24 '11610). Duct access details are included for installations with minimal subfloor clearance. All conduits or cable ducts must be suitably sealed and protected to keep them clean and dry, Provide two 4 1100) conduits between the Control Console pull box and the Modulator pull box. The length of this cable run shall not exceed 75 feet (22,900).. The Modulator pull box is recessed into the floor slab and shall be 18" x 24" x 10" deep (450 x 600 x 250). See "Modulator Cabinet" drawing for pull box location. The cable access to this box shall be similar to Base Frame Cable Access Details. Provide two 2 "(50) conduits between the Modulator pull box and the. Relay junction box. The Relay junction box shall be 12" x 92" x 6" deep (300 x 300 x 150). Locate box above finished ceiling (if accessible) near the Modulator Cabinet. Provide three 4 1100) conduit between the Base Frame pull box and the Modulator pull box. The length of this cable run shall not exceed 75 feet (22,900). Exposed grid ceilings allow for access to the overhead laser and relay junction box without the use of access doors. Major service at the equipment Stand is simplified' where there are removable ceiling tiles. Coordinate the layout of ceiling tile to insure that ceiling support system shall not interfere with overhead laser positioning light beam port. As no connections are made at this location, many regulatory agencies do not require a Base Frame pull box. if a pull box is not used keep . this area free of grout. If required, provide a 12' x 24" x10" deep (300 x 600 x 250) Base Frame pull box. Top access is required and the box shall extend % "(13) above ncrete.' CONDUIT IN FLOOR SCALE: 12" =1-0" Provide adequate clearance for typical conduit radius of s diameter. Conduit bends shall not exceed 270 degrees per cable run. Route all room penetrations as perpendicular to the isocenter as possible to avoid radiation scatter. Verify all room penetrations with. the Physicist of Record. 'most NOT TO SCALE i- IO•1 -0 gnu► MAR T. 3 2011 PERMIT(ENTEF R GISTER ARCHITEC K :\2011\0- 100 \CA WashingtonTwo \Sightline Electrical Value.rvt REVISIONS BY t l Z 0 U CZ o J Z< OW U~ W U Z 0 U P.O. BOX 1134 COLUMBIA, CA 95310 a w J w z ti 0 3U,1 Z a g W ag I W z �ixtc) � W o zo � P- I Z DRAWN RCS CHECKED RCS DATE 10/22/10 SCALE AS SHOWN JOB NO. 2010. OF SHEET 5 SHEETS [21.2091 20BVAC,3Ph,60Hz Power Supply 480VAC,3Ph,60Hz Power Supply 120VAC,1Ph,6OHz Power Supply VARIAN MEDICAL SYSTEMS ELECTRICAL CONNECTION REQUIREMENTS A. MAKE ALL CONNECTIONS UNDER VARIAN SUPERVISION TO MODULAR PATCH PANEL PER THE INTERCONNECTION WIRING DIAGRAM. B. REVIEW CONNECTIONS AND EQUIPMENT FUNCTION WITH THE VARIAN. INSTALLER. C. INSURE THAT ROUGH -IN FOR CONDUCTORS FOR LISTED ITEMS INCLUDES 12' --O" LEFT COILED IN PULL BOXES:, D. ROUTE ALL SYSTEM POWER FROM POWER SOURCE THROUGH TH E MAI N CIRCUIT BREAKER PANEL E. SUPPLY AND CONNECT PHASE, GROUND AND NEUTRAL POWER SUPPLY WIRES. F. SUPPLY AND CONNECT WIRING FOR UNDER VOLTAGE RELAY, "BEAM -ON" LIGHT, DOOR INTERLOCKS, EMERGENCY -OFF SWITCHES, POSITIONING LASER RELAY AND. ROOM LIGHTS RELAY. G. BUNDLE ALL WIRING IN CONDUITS SHARED BY VARIAN CABLES. H. PULL VARIAN- SUPPLIED CABLES PER THE VARIAN IDP. I. CABLE RUNS BETWEEN EQUIPMENT PULL BOXES NOT TO EXCEED 75 FEET; CONDUIT RUNS BETWEEN PULL BOXES SHALL HAVE A MAXIMUM OF 270 DEGREES OF BENDS. CONDUIT BEND RADII SHALL BE A MINIMUM OF 6' DIAMETERS. 10.3531 60.359 60,528' A B N Customer Supplied' Main Circuit Breaker Panel 66.066 66.063 60.360 60.060 Varian ,r. Supplied Modulator Cabinet OBI Circuit Breaker Panel 166.171 Dedicated Circuit Breakers 66.040 UVR Emergency -Off UVR Emergency-Off }Spare 3 Phase Input Power To Clinac Neutral (50 Hz) Ground Stud In Modulator -j 60,232 Neutra �-Lighting I Accessorie 62.036_ KEY NOTES 1. refer to varian medical systems installation data package for site specific electrical installation and connection requirements. electrical contractor shall provide and install all power, conduit, and necessary control wiring connections as required. 2. existing (1) 2" underground conduit (provided and installed under separate contract) between control room and vault for monitoring requirements. provide surface mount junction box(es) below counter per medical equipment vendor specifications. 3. existing (1) 2" underground condu i t (provided vided separate and installed under arate p contract) between obi enclosed circuit breaker location and obi pull box for medical equipment requirements. 4. existing (1) 2" underground conduit (provided and installed under separate contract) between clinac enclosed circuit breaker location and modular pull box for medical equipment requirements. 5. existing (2) 4" underground conduits (provided and installed under separate contract) between control room and modular pull box for medical equipment requirements. 6. existing (3) 4" underground conduits (provided and installed under separate contract) between control room and obi pull box, and between both obi and modular pull boxes for medical equipment requirements. 7. existing in -slab 12 "hx24 "Wx10 "D pull box (provided and installed under separate contract) for medical equipment requirements. 8. existing in -slab 18 "Hx24 "wx10 "d pull box (provided and installed under separate contract) for future medical equipment requirements. Customer Sum lied Relay Junction Box Clinac Stand 3 Phase Input Power To Stand Ground Stud. 120 VAC Emergency -Off 120 VAC Emergency -Off Control Console Power Receptacles 69.708 9.051] 60.547 0 Loser Line -VAC In Neutral In Neutral Out Neutral 60.232 Neutral Varian 60.060 > . lied 60.360 Supplied L 65.142 Laser Line -VAC Out 9.0481 Room Lights -VAC In 0 Neutral In Neutral Out a Room Lights -VAC. Out 62.050 163.4 In -Room Safety Devices r 0 VDC' Emergency -Off 0 Spore Emergency -Off D Spare ' Emergency -Off 0 VDC Emer enc -Off .294: 63.065 2 WIRING SCHEMATIC g y 0 VDC Door Interlock I0 VDC Door Interlock O Optional Neutron Door Interlock --Out' I0 Optional Neutron Door Interlock -In O VAC Door Interlock 0 VAC Door Interlock A 160-650}{N G 64.482 1, l, Cl 0 Ground Naming Lights VAC In Neutral -in AC Common Beam --Off Light Beam -On Light Beam Ready Light OBI X -Ray ON - OBI Generator On - OBI E6 i SCALE: 12" = 1' -0" 9. door control panel provided by medical equipment vendor and installed by electrical contractor. provide all power, conduit, and necessary control wiring connections to accommodate misc. door hardware (motorized door swings, interlock switches, push plates, etc.) coordinate installation and connection requirements with medical equipment vendor. 10. clinac and obi flush wall mounted enclosed circuit breakers; refer to varian medical systems drawings for installation requirements and provide for accordingly. 11. provide and install relay junction box (rjb) gexpro catalog #vrjb -c3. locate rjb above ceiling. coordinate specific requirements with vendor. ge supply (800) 200 -9760 or (317) 554 -3876. 12. provide and install a 12 "hx24 "wx6 "d pull box surface mounted on wall below counter. 13. provide and install (2) 2" empty conduits above ceiling between vertical wall duct and relay junction box. 14. provide and install a 24 "wx6 "d vertical wall duct; connect to floor pull box with (2) 4" empty conduits and (2) 2" empty conduits. 15. provide and install a junction box with (1) 1" empty conduit routed to vault control room for future cctv cabling requirements. 16. warning light; dual -lite dex series or approved equal. provide a'/" empty conduit between warning light and relay junction box. relay junction box (12 "h x 12 "w x 6 "d) shall be located in ceiling space. provide and install potter brumfield -prd11 dgp -24 relay in juction box. 17. provide a 1" empty conduit between relay junction box to laser positioning lights, emergency - power -off switches, and door interlocks. 18. provide mushroom type emergency -off push button switches (normally closed. manually reset). coordinate with vendor for specific requirements. ge supply (800) 200 -9760 or (317) 554 -3876. THRU CLINIAC POWER CONDITIONER SEE ONE -LINE DIAGRAM FOR FEEDER SIZE GENERAL NOTES 1. Provide all equipment, material, labor, supervision, costs, and services required to install complete and working systems including all items and appearances necessary, reasonably incidental, or customarily included, even though each and every item is not specifically specified or shown. 2. Provide and install an intelligent, performance -based fire alarm system. devices indicated are a minimum, provide additional devices as required to adhere to all code requirements. contractor shall commission a licensed fire alarm engineer to provide detailed fire alarm system installation drawings and submit to the local fire marshal for review and comment. 3. provide and install an empty conduit raceway for all telecommunications and security system cabling requirements. raceways shall be installed from device to nearest accessible ceiling space. in areas without accessible ceiling space or exposed to structure, raceways shall be installed between each device and terminal board. 4. provide and secure all conduit raceways per nec and local code requirements. all fittings, boxes, sleeves, and penetrations shall be sealed and rated accordingly. 5. provide and install all necessary power connections to equipment per vendor specifications. 6. refer to site specific medical equipment plans and specifications for additional installation and connection requirements and provide for as required. 7. refer to architectural drawings for exact locations and elevations of electrical wiring devices. 8. electrical contractor shall provide and install all exhaust fan control and interlock wiring. i• DOOR PUSHBUTTON KEY NOTE 9 KEY NOTE 17 LC- 9,11,13 111 ad spy, KEY NOTE 5 - KEY NOTE 17 KEY NOTE 4 KEY NOTE 8 WARNING LIGHT KEY NOTE 16 KEY NOTE 15 KEY NOTE 15 KEY NOTE 3 KEY NOTE 6 KEY NOTE 7 DOOR BUTTON LC -10 EMERGENCY POWER OFF, KEY NOTE 18 KEY NOTE 12 LC-10� KEY NOTE 14 KEY NOTE 13 KET NOTE 11 EMERGENCY POWER OFF KEY NOTE 18 III I WARNING LIGHT KEY NOTE 16 KEY NOTE 10 LC -14 LC -12 LC -14 LC -16 LC -14 LC -16 LC -16 5e LC -15 LC -17 LC -17 LC -14 LC -15 KEY NOTE 15 EMERGENCY POWER OFF KEY NOTE 18 KEY NOTE 17. LC -4 1�1 U LC -5 Q KEY NOTE 15 111 LC -4 Eh 1� ENLARGED VAULT PLAN Ej SCALE: 1/4 "= 1' -0" cITYRI8 2 3 2011 PERMIT CENTER REGIST ARCH$TEC STA /PPR A TA D PEthR Eu EPA�AT K:1201110- 1001CA WashingtonTwo\Sightline Electrical Value.rvt D ELECTRICAL FLOOR PLAN r REVISIONS BY I U Z Z O U CZ Z 0 U o^ roU 0 J J N 3 x 1- z a0O 90 � N 03 _ M X 0 O COLUMBIA, CA 95310 1 Q W 0 v o c Z W W I_ Z °Cv Cl)- co "Jzj ozo ui W Z< co Wr-sz co ez CT eL W • J 0 Q U O O i-- CV DRAWN RCS CHECKED RCS DATE 10/22/1 0 SCALE AS SHOWN JOB NO. 2010. , OF SHEET 6 SHEETS J Provide convenience phone jacks . as required. Athlone jack should be . provided at any Varian equipment cabinet not located In the equipment room, neat the equipment and within the control equipment casework. The phone system Shall be opetetionet pile to the equipmentinsteitnton. Provide convenience electrical power receptacles en required.` Provide rag) diameter grommeted holes as required et counter and shelf for cables (typical). If possible,— in order to accommodate en +site Customer preferences end possible changes: in equipment configuration, locate and drill holes after the control equipment hen been arranged on location. A gap or elate et. the back . of the counter and shelf tor:cable access is atea acceptable, Provide grounded 4 Plea electrical power receptacles for Varian control console: equipment. Locate adjacent to the underside of the counter to provide maximum power cable extension; Varian Medical Systems requires a single network cable outlet (RJ -45) and recommends an additional three (3) outlets within three (3) feel . of the Control Console. The network cable must be a minimum of Cistegory Ne with a minimum bandwidth of 100 Mbps, full duplex (100BaseT), See Section 4.1.5 for mom Information. Provide a two way patient monitoring intercom system. The in -room intercom may be wall and/or catiMg _ mounted and should be voice- activated or continuaueen. The intercom at the control equipment area should he puah4ataik. Provide a signal conduit from the control: equipment area and power to the intercom. Refer to the intercom manufacturer's tteretu a for conduit, mounting See Seaton s.e.i; and installation roquirentents. Anen,imarruptibme power CCTV System Details. sauroa stay be required by ragulatory:cede 16%-.0" (4877) 0 r CIInac 4DITC the un•Boam linage? Main Circa Smatter Panel may be flush mounted tNr, or retesaad:ln tha eq8. li. recessed, provide a minknum 81156) thick wall Locate within sight of and withh 10'=0" (3056) of Clingy control equipment casework. Conspicuously identify as "Disconnect for CBI." >. Main Circuit Breaker" recommended G.E. Catalog # OB160A480V (includes SoAmp, three phase 400.400V c#muit breaker, 80 amp., 400V contactorl120v coil installed in a Lockouf/Tagoutsubpanei)or equivalent The G.E. Catalog p" OBISaA480V information is available from the Planning department web page. swine eomfeuppon or contact your regional Planning Manager, OBI p . tional � Resp. Gating weemsam Optional Workstation 00 Clinac IiElectronics Cabinet 00 00 The Main Circuit Breaker Panel. and 051 arcult Breaker Paned may be Mush mounted on. or recessedin, wait,.it recessed, provide e • minimum 51150), thick wall. Locate within eight of end within IS feet (3050) of Ctlnac Control equipment Casework Control Console Cabinet #2 Control Console Cabinet #1 0 0 0 0 00 00 The Control Equipment pull box: shall have a minimum size of 24" x 12" it 6" deep 1610 x ace x 150j.:This pull box may be wail mounted oracoessed similar to details In Sass Frame Cable Access Details. Locate this pull box so that the free ends of cables are protected from physical damage and located within 5'=0'(1525) of the Mao Electronics Cabinet. As no connections are made at this location, many regblaiort,agencies o not ;require a pull box. (2) CONSOLE ESCALE: 12" = 1' -0" Provide additional control a we storage and workspace as needed, Typical storage requirements include apace for films, thefts . and personal belongings. Provide a Minimum 3 175) air and cable space at sides, top end rear of all computers . and monitors. For Information on carpeting and hooting requirements, see section 5A.. ... . The infoimatban shown info ALL Canon linear accelerator models 2100C(10),,2300CJD,21EX,23EX; IX. Trilogy and Novafis TX. This control egUlimrant casework design is':prowd @d es a suggestion forpoesible component arrangement only The shed( and counter design shown is recommended because hallows for anal Component placement adjutan puts on site to suit personal preferenoe and can accommodate future equipment upgrades and additional options: Optional equipment is often added after the Clines crlseulty has been installed. and should be planned for even S they ate net part of the initial order, The control equipment location should be as close to the treatment room door as possible to provide control over the entrance and reduce the travai distance. CCTV, cabinetry, intercom and phiones:: are Customer supplied Items. shown on.VanandrawIngs_for Illustrative purposes only It is often desirobbe to lassie the cdnaol equpment facing toe direction that allows the therapists to visually control the adjacent area. This layout can also reduce the visibility of CCTV. monitors for patient privacy. Provide "ventilation sufficient for removal of control console air heat toed as follows: > Clinac Electronics Cabinet > 1.0 kW (3,455 atufhr) Control Console Cabinet #1'> 2.310N 17;855 Btuthr) S Control Console Cabinet #2 1.5 trW 15;123 Bklthr) - > ARIA Option Workstation S 0.5 kW 11,707 Btulhry°. Optional Workstation 1 P DO NOT SCALE Locate Control Console Cabinets within 15 feet (4572)0f each other, Locate Control Console Cabinets within 8 feet (24861 of the central co nsole0stl4D RCIGating monitors... Provide grounded .4 plea electrical powerreceplactes forVerian'control console equipment Locate: adjacent to the underside.of the counter; to provide maximum: power cable ektensf HE070 -1 Connections for two or more warning lights, usually red colored, incandescent (no fluorescent lighting) are provided. Locate over the door on the outside of the treatment room. They may be required to blink when the x -ray is on. Verify local requirements with regional regulatory agencies. > "X -RAY ON" - warning light (maximum 24vdc @254ma) > "GENERATOR ON - warning light. (maximum 24vdc t250ma) The 24vdc ©250ma signal can be used to control a Potter - Brumfield PRO11 DGO.24, 24 Vdc (or equivalent) relay to switch higher voltage w Typical r cable conduit. Provide•a 90 degree bend in conduit above wall to avoid damage to signal cables. (1)3" C (SPARE) (2)2rr C ( SPARE)'< (1)1" C (GATING) Provide. 112" (13) conduit between X -RAY warning light(s) and the Relay junction box. For information on the main circuit breaker panel, see section 4:2.1.1. For information on the on -board imager main circuit breaker panel, see section 4.3'1 For information on the signal pull box for the in -room monitor, see section 3.1.1.4. For information on the control equipment pull box, see section 3.1.1:1. Provide four - 41100) conduits between the Control Console pull box and the Base Frame pull box. The length of this cable run shall not excised 75 feet (22,900), Provide one 2'"(50) conduit between Main Circuit Breaker Panel and Modulator pull box. �4T.x1.11' rein lights. On -Board imager (Optional) Power Supply (typical) 480VAC, 60kVA, 6011z, 3 Ph. + G (N. America) or 400- 480VAC, 60kVA, 50Hz, 3 Ph. + G. See Section 4,3, On-Board imager (081) Option Subsystem for complete details. Provide network cabling outlets at all server or workstation equipment locations. All network cabling must be in place and tested prior to equipment installation. Network patch panels, hubs and routers are typically located in a server room or closet. /3 VAULT CONDUIT Provide two 4" (100) conduits, tight to the ceiling, adjacent to the mechanical duct opening, to facilitate cable access for future room renovations. Review all vault penetrations with the Physicist of Record. Room, nitor The Relay junction box shall be 12'' x 12" x 6" deep (300 x 300'x 150). Locate box above finished ceiling (if accessible) near the Modulator Cabinet. Provide two 2 "(50) conduits between the Modulator pull box and the Relay junction box. Provide one 0(50) conduit between the pull box at In -Room Monitor and the pull box at Control Console. Depending on the configuration, up to four cables may need to be pulled through this conduit. The length of this cable run shall not exceed 75 feet (22,900) For information on the signal; pull box for the in- room monitor; see section 3;1.'1.4.' A 3 "(75) experimental access (physics) conduit may be required by the Customer. The experimental access conduit is used to periodically monitor radiation in the equipment room. The conduit should be oriented as perpendicular to the isocenter as possible. Provide a locking 6' x6 (150x150) access door at the conduit terminations. Review all vault penetrations with the Physicist of Record. As no connections are made at this location, many regulatory agencies rla Mat require a Base Frame pull box, If a pull box is net u edr keep #his area Provide one 2.(50) conduit free of grout. If req, provide a 12" x 24f=" x 1 o'r deep uired (300 x 600 x between OBI Circuit Breaker Base rame pull box. Top access Is 250) panel and the Base Frame required and the box shall extend pull box. 112 "(13) above concrete. 0 NOT SCALE HE069 -1 The Modulator pull box is recessed into the floor slab and shall be 18" x 24" x 10" deep (450 x 600 x 250). Refer to the "Modulator Cabinet" drawing for pull box location, The cable access to this box shall be similar to Base Frame Cable Access Details. Provide three 41100) conduit between the Base Frame pull box and the Modulator pull box -The length of this cable run shall not exceed 75 feet (22,90 Provide two 4'`(100) conduits between the Control Console pull box and the Modulator pull box, The length of this cable run shall not exceed 75 feet (22,900), E7) SCALE: 12" = PAINT FRONT LEG RED; A - TELEVISION HVAC CONTROLS FIRE ALARM SECURITY MUSIC PAINT FRONT LEG BLUE: B - CODE BLUE NURSE CALL PAGING PATIENT NTT O IIT NG MEDGAS ALARM PAINT FRONT LEG YELLOW. C VOICE DATA DICTATION -HOOK CABLE SUPPORT HANGER, CADDY MODEL CAT -64 OR B --LINE ">+ MODEL BBH64< 12! NIS•IED WAL.I FINISHED CEILING (SEE ARCHITECTURAL REFLECTED CEILING PLAN.) GENERAL. NOTES: 1. SEAL PENETRATIONS THROUGH RATED WALLS WIN APPROVED SEALANT. 2. SEE � BEN DOR CABLE OUTI C DRAWINGS. WHERE ROUTE CROSSES CORRIDORS, PROVIDE 1 -12" CABLETRAY FOR CONTENTS C' ALL 3 HOOKS. TRAY SHALL BE ONE OF FOUR APPROVED FROM TABLE BELOW. 3. ALL FIRE WALL PENETRATIONS THROUGHOUT MAIN CORRIDOR SHALL HAVE 3 -4" SLEEVES AND ARE TO MATCH COLOR OF J—HOOKS. ORIENT SLEEVES VERTICALLY AND ALIGN WITH RESPECTIVE HOOK. KEYED NOTES: t,1 WITHIN SIXTY FEET OF ANY TELECOMMUNICATIONS ROOM, SPACING FOR THESE J--HfS SHALL BE REDUCED TO 32" CENTERS. PROVIDE MOUNTING HARDWARE PER MANUFACTURERS RECOMMENDATIONS, SECURE TO STUDS AT 48" ON— CENTER, PROVIDE BRACING AS REQUIRED OR LOCATE ON METAL STUDS. Approved Cie Lacer Tray Clinac Accelerator Power Supply 208VAC, 45kVA, 60Hz, "3 Ph. + G (N. America) or 360- 440VAC, 46k VA, 50Hz, 3 Ph -+N +G. See Section 4.2, Clinac Linear Accelerator Subsystem DA tAC Provide two 4" (100) conduits, tight to the ceiling, adjacent to the mechanical duct opening, to facilitate cable access for future room renovations. Review all vault penetrations with the Physicist of Record. Room, nitor The Relay junction box shall be 12'' x 12" x 6" deep (300 x 300'x 150). Locate box above finished ceiling (if accessible) near the Modulator Cabinet. Provide two 2 "(50) conduits between the Modulator pull box and the Relay junction box. Provide one 0(50) conduit between the pull box at In -Room Monitor and the pull box at Control Console. Depending on the configuration, up to four cables may need to be pulled through this conduit. The length of this cable run shall not exceed 75 feet (22,900) For information on the signal; pull box for the in- room monitor; see section 3;1.'1.4.' A 3 "(75) experimental access (physics) conduit may be required by the Customer. The experimental access conduit is used to periodically monitor radiation in the equipment room. The conduit should be oriented as perpendicular to the isocenter as possible. Provide a locking 6' x6 (150x150) access door at the conduit terminations. Review all vault penetrations with the Physicist of Record. As no connections are made at this location, many regulatory agencies rla Mat require a Base Frame pull box, If a pull box is net u edr keep #his area Provide one 2.(50) conduit free of grout. If req, provide a 12" x 24f=" x 1 o'r deep uired (300 x 600 x between OBI Circuit Breaker Base rame pull box. Top access Is 250) panel and the Base Frame required and the box shall extend pull box. 112 "(13) above concrete. 0 NOT SCALE HE069 -1 The Modulator pull box is recessed into the floor slab and shall be 18" x 24" x 10" deep (450 x 600 x 250). Refer to the "Modulator Cabinet" drawing for pull box location, The cable access to this box shall be similar to Base Frame Cable Access Details. Provide three 41100) conduit between the Base Frame pull box and the Modulator pull box -The length of this cable run shall not exceed 75 feet (22,90 Provide two 4'`(100) conduits between the Control Console pull box and the Modulator pull box, The length of this cable run shall not exceed 75 feet (22,900), E7) SCALE: 12" = PAINT FRONT LEG RED; A - TELEVISION HVAC CONTROLS FIRE ALARM SECURITY MUSIC PAINT FRONT LEG BLUE: B - CODE BLUE NURSE CALL PAGING PATIENT NTT O IIT NG MEDGAS ALARM PAINT FRONT LEG YELLOW. C VOICE DATA DICTATION -HOOK CABLE SUPPORT HANGER, CADDY MODEL CAT -64 OR B --LINE ">+ MODEL BBH64< 12! NIS•IED WAL.I FINISHED CEILING (SEE ARCHITECTURAL REFLECTED CEILING PLAN.) GENERAL. NOTES: 1. SEAL PENETRATIONS THROUGH RATED WALLS WIN APPROVED SEALANT. 2. SEE � BEN DOR CABLE OUTI C DRAWINGS. WHERE ROUTE CROSSES CORRIDORS, PROVIDE 1 -12" CABLETRAY FOR CONTENTS C' ALL 3 HOOKS. TRAY SHALL BE ONE OF FOUR APPROVED FROM TABLE BELOW. 3. ALL FIRE WALL PENETRATIONS THROUGHOUT MAIN CORRIDOR SHALL HAVE 3 -4" SLEEVES AND ARE TO MATCH COLOR OF J—HOOKS. ORIENT SLEEVES VERTICALLY AND ALIGN WITH RESPECTIVE HOOK. KEYED NOTES: t,1 WITHIN SIXTY FEET OF ANY TELECOMMUNICATIONS ROOM, SPACING FOR THESE J--HfS SHALL BE REDUCED TO 32" CENTERS. PROVIDE MOUNTING HARDWARE PER MANUFACTURERS RECOMMENDATIONS, SECURE TO STUDS AT 48" ON— CENTER, PROVIDE BRACING AS REQUIRED OR LOCATE ON METAL STUDS. Approved Cie Lacer Tray Malt /bl c tc1, -> DA tAC B — LINE HOMACO C 'I cat # PLR121OT --3 SB-17-12—FB TRC9-12 11252"""712 rune a ng so 9A °' 9- stringer dns 15 t.375 r .a :.375 + I.5" x;375 w 1.5"x.375" rung dims 1.5 "x.375" rung shape tubular tubular c— channel tubular stcllength 120" 119.5" 116.5" 116.5' 1 TELEPHONE SUPPORT REFER TO SPEC SECTION 270500 FOR ADDITIONAL INSTALLATION REQUIREMENTS. _ �E7) SCALE: 12" =1-0" 0224 STAT RECEIVE CI1Y OF TU LA MAR 2 Z01 per' CENTER REGISTER iRCHITEC RAIVQVt? NA TC SERM�' APPRO. REQU1" K:\2011 \O- 100 \CA WashingtonTwo\Sightline Electrical Value.rvt r REVISIONS 1 BY t J Z 0 U LL C I Z 0 U ,7, w 8 O no w Nw X lb o Z CO 9 4 ON cL C- P.O. BOX 1134 O h COLUMBIA, CA J a W 0 a Cels 141 i 5 z ; W i v/z a W Vi o 1 6 R g 1 ILUZ RE 1 DRAWN RCS CHECKED RCS DATE 10/22/10 SCALE AS SHOWN JOB NO. 2010. 4 OF SHEET 7 SHEETS J ACC -1 LA-30,32,34' ALL ROOF TOP OUTLETS TO BE WP, GFI RTU -1 HM- 8,10,12 HM- 13,15,17 RTU -2 LM -27,29 ZD -10 LM -5 HL- 18,20,22 RTU -3 HM-7,9,11 RTU -4 I RTU -7 HL- 9,11,13 LM -6,8 EDH -2 EF -1 LM -3 EF -2 LM -1 I FC -1 LM -19,21 U .. ..........:.................... 2 LM -22,24 LM -10 IRCOM RTU -5 LM 151 I EDH 1 I MOTORIZED DAMPER CONTROLLED BY THERMO STAT IN ELECTRICAL ROOM. SEE MECHANICAL PLANS FOR CONTROLS CONNECT TO OUTLET CIRCUIT FOR ADJACENT UNIT EF -3 LM -4 HL- 8,10,12 LM -9 MECHANICAL EQUIPMENT CONNECTION POWER PLAN \\ ) SCALE: 1/8" = 1 -0 UNIT NAME AC -1 AC -2 ACC -1 AIRCOMP EDH -1 EDH -2 EF -1 EF -2 EF -3 EWH FC -1 HP -1 HWCP -1 RTU -1 RTU -2 RTU -3 RTU -4 RTU -5 RTU -7 ZD -1A UNIT DATA & FEEDER 480V, 3PH, 20.3 MCA, 30/3 DISC, 30 A FUSES, 3/4 "C- 3 #10 +1 #10 GND 480V, 3PH, 16.3 MCA, 30/3 DISC, 25 A FUSES, 3/4 "C- 3 #10 +1 #10 GND 208V, 3PH, 46 FLA, 100/3 DISC, 90 FLA, 1- 1/2 "C- 3 #2 +1 #8 GND 120V, 1PH, 1 /3HP, MANUAL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND 120V, 1PH, 1.5 KW, MANAUL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #10 +1 #10 GND 120V, 1PH, 1.5 KW, MANAUL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #10 +1 #10 GND 120V, 1PH, 1 /6HP, MANUAL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND 120V, 1PH, 1/25HP, MANUAL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND 120V, 1PH, 1 /4HP, MANUAL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND 480V, 3PH, 22KW WATER HEATER, 1 "C- 3 #8 +1 #10 GND 208V, 1PH, 1 A, MANUAL MOTOR DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND 208V, 1PH, 15A, 30/2 DISC, 20A FUSES, 1/2 "C- 2 #12 +1 #12 GND 120V, 1PH, 1/12HP, MANUAL MOTOR STARTER /DISCONNECT; 1/2 "C- 2 #12 +1 #12 GND 480V, 3PH, 16.0 MCA, 30/3 DISC, 25 A FUSES, 3/4 "C- 3 #10 +1 #10 GND 208V, 1PH, 21.5 MCA, 30/2 DISC, 30 A FUSES, 3/4 "C- 2 #10 +1 #10 GND 480V, 3PH, 16.0 MCA, 30/3 DISC, 25 A FUSES, 3/4 "C- 3 #10 +1 #10 GND 208V, 1PH, 17.7 MCA, 30/2 DISC, 25 A FUSES, 3/4 "C- 2 #10 +1 #10 GND 208V, 1PH, 17.7 MCA, 30/2 DISC, 25 A FUSES, 3/4 "C- 2 #10 +1 #10 GND 480V, 3PH, 16.0 MCA, 30/3 DISC, 25 A FUSES, 3/4 "C- 3 #10 +1 #10 GND 120V, 1PH, MANUAL MOTOR STARTER DISCONNECT, 1/2 "C- 2 #12 +1 #12 GND t71i-OZLI 0224 CONSLA MAR 2 3 2011 PERMIT GOITER REGISTERE cn � v � z 0 P i RARATE N11T AKO APPROVAL REQUIRES) K:\2011 \0- 100 \CA WashingtonTwo \Sightline Electrical Value.rvt REVISIONS BY I U z vw 4 `o N W >- x o o' N 5 c')Z W -Q = E F- J W F- LU Z• x 0 O m U ° COLUMBIA, CA 95310 J w 0 U ti C� se 6 Z 4 S 5 w 1� w • F z_ co C,)' +� o 0, J 1 =w? §* w Z I- V) co < CO W r- ON' a_ a W > a o zs < 0 o O I- N DRAWN 1 RCS CHECKED RCS DATE 1 0/22/1 0 SCALE AS SHOWN JOB NO. 2010. #0 OF SHEET 8 SHEETS 1 I. II FIRE ALARM CONTROL PANEL J ....... • iT.::,!,0111,11 • CT SCAN VAULT CONTROL milmerrn wow., 1 minim IiiloVer• HALL 11 1 : • • • ‘;••••::: • ,_\ I:1! 1:1' ........... • EXAM #4 EMPLOYEE RESTROOM Allt,*4110.40.,~041,05:40,1104,0, BREAK ROOM „Arwiro,,,,coArir, ie HALL „„„, f:••••••••••1 • OFFICE r• HALL OFFICE CONFERENCE. [inj.,.1300M 1.1Ij 'FIRE ALARM ANNUNCIATOR PANEL ADMIN • AIMPIPMPAIIV. LOBBY FIRE ALARM PLAN 1-- • • • • •••••• •-•••••••••••••••• ••••• E9 2 SCALE: 1/8" = • I. 1 **** -'•'' --- """• 1 11 A -/ SZ:Z... 1Z.7 „4"). 111 11 111 I•11 11 : 11 , I 1 „i V F,„...,,2z,Zi 1 i k 1: . 1 ,, 11 i•i, .• • H.. . !"•!,,,,,,,,,,,,,,,,,,,,,,,,,,c,,,,,,srz,..44,,,,,,,,x,,,,,,,,I: 1 0 1! •;.„I„ i: AIR COMP -1 r,,,,,,, ,,,,, „,,:„,,,e4,r4r.z:;kr,-F.„7,r,:.7..e.:,.,r7.,„.r.•.:1 PI510:I.I.RIII , • - : 1-,.::::::,:::::::::::, i ,,,,,,:•:.%t„::,i„IVI, ' ” I : , (e)FC 1QUICK CONNECT PANEL • t1„:1.1 -71 11 1 I 1 1 11 . . . THE FIRE ALARM CONTRACTOR SHALL PROVIDE DUCT SMOKE DETECTORS ON SUPPLY & RETURN DUCTS FOR ALL UNITS. INTERCONNECT THE DETECTORS WITH THE HVAC UNIT SHUT DOWN. DETECTORS TO BE POWERED BY THE FIRE ALARM CONTROL PANEL . ..... rl . . • I ,V-•1 : Lar_zarri.&::zz.z:4•::Inarx:z 60 i _,•gar.z:.,;/.i?,, : i :e \ \ AC-2 ii.1---- '. -(e)RTU-1 S Sol ii81). DSD DSD fui V 4_, -z.:-"- AZ /I -7../.,z,,.. DF-1 id ,,,,..z •,,,:-.7 zz•:.,-1 g ''''' ,, IA II \ 11 d v )4 .. ,,,z2::::::!., . l", Z?:: WHWEIC1PA I I 'Z' M I I / 1 ' iiirX.:Zani. (e)RTU-7 (e)RTU-3 liDSD DSD DSD ACC-1"-'" L1 D V 1‘.-1 (e)RTU-4 ..cri .•••• , i :,,r4 . - • F;;;;:::zi.:::.,?;:g:Far:ASZEi:121W,M1-2r.i12E.,A ! p i i • , • ‘ • :: 1 I ,,,,,,,,,,,,,,,,, .',1 .,-1 RTU-1/17 7.7.-.4:zrzzkirLir.Zei4,t,kkikzzzi7,7,28 . k : ! V EF-1 EF-2 1 VI (e)CU 1 1:1 H ,-- :A ..1 t. 1:1 • 4!"..i. 9. 1? 0 I. ) 9 1:1 V (e)RTU-5 1/1 • 10 • V • • • • • 9. • • 111 H. 9. 1 1 ,• • 1?! / 11 i 1 , .• : • ..• .• . . rri I DSD I'l•Xl..SK>KKX:X.),c,,.' ..,..,. ...,,X4,1 .,,. .414f.-irar•-•.:;E::;r:::anP OaD . . . .. : ':...:1 EDH-1 • .• .• . 0 --• • 11 ri , : e: DSD , D7 II V; :2,:7.77.7-77—' .e' ' - • 7 , / - ,7— ,./ /- 77. '77-...,77.7 EF -3 1 / ,,, . . :: , :,:.:>=:,•,d 1 1 . ' . .. 1.2, LI *4:Z7Z......Z..../iz............4,,,.„,..,CY.;::....,-.2_.....,L2-ZZ::';!.J. . . H : i . . , ... ,. '1 '... 1111 1 11 • \••.::.„. • 11 ZZ AC-1 \\,,\ • .. I : DSD 'ipso • I 1 • • • • • • • • 2 ROOFTOP FIRE ALARM SCALE: 1/8" = 1'-0" V V artarnallA MAR 23 2011 PERMIT CENTER sepootti wort fri poRowl Baum° K: \2011 \O-100\CA WashingtonTwo\Sightline Electrical Value.rvt REVISIONS 1 BY N.. P.O. BOX 1134 COLUMBIA, CA 95310 LLI i- v) co < op LLI C° C)\ a_ < uu > < O : 0 Z < U 0 /— CV e 1 DRAWN RCS CHECKED RCS DATE 10/22/10 SCALE AS SHOWN JOB NO. 2010. SHEET 4E9 OF SHEETS N. ., 3/4 "C- 3 #10 +1 #10 GND r EXISTING MAIN SERVICE EXISTING 277/480 VOLT 3 PHASE BUS L 2 "C- 4#3/0 +1#4 GND PANEL "HL" 200/3 ). 200/3 ) 200/3 ) 200/3 ) 200A - 277/480Y, 3 PHASE, 4W BUS, 22000 AIC T 30/3 SEE PANEL SCHEDULE FOR LIGHTING CIRCUITS MINIMUM 320KA SURGE SPD CURRENT TVSS RATING EXTERNAL MOUNTED SPD/TVSS UNIT, SQUARE D SURGELOGIC OR APPROVED EQUAL, LOCATE ADJACENT TO MAIN DISTRIBUTION BOAR "MDP ", MINIMIZE DISTANCE AND QUANTITY OF BENDS IN SENSOR WIRING 1 ONE LINE DIAGRAM 125/3 ) J 125/3) CT -SCAN ENCLOSED CIRCUIT BREAKER SHALL BE GEMS #E4502AE PANEL "HM" 200A - 277/480Y, 3 PHASE, 4W BUS, 22000 AIC PANEL "HA" 200A - 277/480Y, 3 PHASE, 4W BUS, 22000 AIC SP/3 ) 100/3 ) • 100/3 ) HVAC TIES IN HERE 1 1/2 "C- 4#1 +1 #1/0 GND GROUND TRANSFORMERS PER NEC AND LOCAL CODE REQUIREMENTS. GROUND TO WATER PIPE, BUILDING STEEL & GAS PIPE WITH 3/0 CU 2 "C- 4 #3/0 +1#4 GND 75 KVA TRANSFORM 480/277V, 3PH TO 120/208V,3PH, 4W FOR CONY. POWER 150/3 30/3 ) SP /3 ) 3/4 "C- 3 #10 +1 #10 GND MINIMUM 320KA SURGE SPD CURRENT TVSS RATING 1 1/2 "C- 3 #1 +1 #1/0 GND 7 4 75 KVA TRANSFORM 80/277V, 3PH TO - 120/208V,3PH, 4W FOR CONY. POWER 200/3 ) PANEL "LA" PANEL "LB 2 "C- 4#1/0 +1 #6 GND 200/3 ) PANEL "LM" PANEL LC" 2 "C- 3 #3/0 +1#4 GND r 150/3 480 V L 1 1/2 "C- 4 #1 +1 #1/0 GND 150/3 208V 60/3 480V J PANEL "HB" 200A - 277/480Y, 3 PHASE, 4W BUS, 22000 AIC 150/3 30/3 ) SP /3 ) SPARE EXTERNAL MOUNTED SPD/TVSS UNIT, SQUARE D SURGELOGIC OR APPROVED EQUAL, LOCATE ADJACENT TO MAIN DISTRIBUTION BOAR "MDP ", MINIMIZE DISTANCE AND QUANTITY OF BENDS IN SENSOR WIRING 150/3 60/3 ) 110 KVA DUAL OUTPUT (480V, 277/480V) CLINAC POWER CONDITIONER WITH INTEGRAL ISOLATION TRANSFORMER AND TVSS, TRANSECTOR 70 /AV SERIES SUPPLIED BY VARIAN & INSTALLED BY ELECTRICAL CONTRACTOR GROUND TRANSFORMER PER NEC AND LOCAL CODE REQUIREMENTS. GROUND TO WATER PIPE, BUILDING STEEL & GAS PIPE WITH 3/0 CU 2 "C- 4 #1/0 +1#6 GND 1 "C- 4#6 +1 #10 GND OBI SYSTEM ENCLOSED CIRCUIT BREAKER SHALL BE GEMS #OB160A480V WITH SHUNT TRIP CLINAC MODULATOR ENCLOSED CIRCUIT BREAKER SHALL BE GEMS # 2100CCB150A (US) WITH SHUNT TRIP, UVR- GE24VDC #TEDUV8RS, START BUTTON, 115/24V CONTROL TRANSFORMER AND 1A FUSE. E10 SCALE: 6" = 1' -0" o2, cnYSMIu+ MAR 2 3 2011 PERMIT CENTER REGIS? • ` ED ARCHIT T THEODORE 4 SRANDYOLD STATE OF WA$HNQTON S PA S 4O PS ��\j p , 1,c.o./ K:\2011 \0- 100 \CA WashingtonTwo \Sightline Elei ltaexvt r REVISIONS BY J w "0 U • (!)o LO '� ZoNw LlUj k Z / n J O ,0z Z O o' `- Q Z p • w�Q = N LL oU I- V) J Z< OW U~ W U= Z A 0 O°° COLUMBIA, CA 95310 uJ Z F- N co < 00 W 00 11 Q fY > W >< O a Z <C oI- N DRAWN \ RCS CHECKED RCS DATE 10/22/1 0 SCALE AS SHOWN JOB NO. 2010. OF SHEET 1 0 SHEETS I Branch Panel: PANEL "HM" Location: CONF 104 Volts: 480/277 Wye ' A.I.C. Rating: 22,000 Supply From: Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 200 A Enclosure: Type 1 MCB Rating: Notes: CKT Circuit Description Trip Pol es A B C Pol es Trip Circuit Description CKT HM-1 FIRE ALARM CONTROL PANEL 20 A 1 100 100 k 428 VA 360 VA KD t 1 HM -2 HM -3 LA -3 FIRE ALARM COMPRESSOR 20 A € � �, f,� ��. ��a� �� ��, ���a��: ��� �� IT CLOSET OUTLET LA-4 HM-4 HM -6 HM -5 1 Power 20 A HM -7 RTU -3 30 A 3 4432 4432 IT CLOSET OUTLET € 3 30 A RTU -1 HM -8 HM -9 -- -- LB -6 � � s 4432 4 2 43 ,,��.,�::..�.�. . -- -- -- HM -1 HM -1 -- -- -- Nz� .._ ' 4432 4432 { -- __ __ HM -1 HM -1 AC -2 30 A 3 4515 15691 � 2k �, 4515 16959 � � � „�� � � 3 ��������" t .�$�e. `' 3 1 A 00 75 kVA 277 V/480 V Three Phase, 4 V, HM -1' HM -1 -- -- f ` Y ���� � �� -- -- -- -- HM -1 HM -1 -- -- k�� �.� eq � �� 167 VA ,;a � € € 4515 12601 -- -- -- HM -1 HM -1 75 kVA, 277 V/480 V, Three Phase, 4 100 A 3 19671 VARIAN SERVER � . �� 1 1 =3 HM -2 HM -2 -- -- 1 ae � 17777 20 A � �� �, � � LB -17 - YE �` z � � � .�,. HM -2 HM -2 -- � LA -20 LA -21 r .., t 19354 s r �, � ��3 3� LB -18 HM -2 HM -2 LA -22 LA -23 500 720 VA F 1 HM -2 HM -2 LB -20 tea, a:...` 1 ... ��, 500 VA 540 VA HM -2 HM -2 1 LA-26 LA-27 a" . „ Power 20 A 1� ��.,$ HM -3 HM -3 500 VA 720 LA -28 LA -29 a as r t i Power 20 A 1 HM -3 HM -3 3 90 A ACC -1 �h § 20 A 20 A .. LB -26 LB -28 5520 Power HM -3 HM-3 -- -- LA -32 LA -33 LB -29 Power 20 A .`w, ` 5520 HM -3 HM -3 -- -- -- LA -34 LA-35 LB -30 LB -31 Power .$ 1 540 5tt HM-3 LC -30 LC- 31; z al LA-37 LB -32 LB -33 Power 20 A HM -4 HM -4 LA -38 LA-39 LC -33 .§ 1 20 A a E� LB -34 t HM -4 Total Load: Total 48740 VA 48114 VA 45333 VA LA-40 176 A 174 A 164 A Legend: Notes: Branch Panel: PANEL "LA" Location: ELEC 105 Volts: 120/208 Wye A.I.C. Rating: 22,000 Supply From: 75 kVA, 277 V/480 V. Three Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 200 A Enclosure: Type 1 MCB Rating: Notes: CKT Circuit Description Trip Pol es A B C Pol es Trip Circuit Description ; CKT LA -1 FIRE ALARM CONTROL PANEL 20 A 1 100 100 k 428 VA 360 VA KD t 1 20 A LA-2 LA -3 FIRE ALARM COMPRESSOR 20 A 1 20 A 3 1 20 A IT CLOSET OUTLET LA-4 LA -5 FIRE ALARM BELL 20 A 1 Power 20 A Q. LB -5 50 VA 360 1 20 A IT CLOSET OUTLET LA -6 LA -7 SPARE FOR FIRE ALARM 20 A 1 0 VA 360 VA ° LB -6 .' „ 1 20 A IT CLOSET OUTLET LA -8 LA -9 IT CLOSET OUTLET 20 A 1j�, 3 114.E i::,` <. 'e tae ��� 360 VA 100 VA � ' 1 20 A FIRE ALARM CONTROL, PANEL LA -10 LA -11 MECHANICAL CONTROLS 20 A 167 VA 6504 3 150 A PANEL "LB” LA -12 LA -13 -- -- -- 167 9544 -- { f ` . s -- 2000 -- LA -14 LA -15 -- -- LB -13 k�� �.� eq � �� 167 VA 10024 360 VA -- -- -- LA -16 1 20 A Power 20 A LB -14 LB -15 VARIAN SERVER ^ 1 1 =3 180 VA 360 VA LA -18 1 20 A Power 20 A LB -16 LB -17 - YE �` z � � � .�,. � . �.. ; '6 � LA -20 LA -21 180 1 20 A s r �, � ��3 3� LB -18 LB -19 BIOLETIC LASER LA -22 LA -23 500 720 VA F 1 20 A Power LB -20 LA-24 LA-25 1 Yt t'SfN' � ��, 500 VA 540 VA t,i3 -:� �- � � �,• � 1 LA-26 LA-27 LB -22 LB -23 Power 20 A 1� ��.,$ a 500 VA 720 LA -28 LA -29 Power LB -24 LB -25 Power 20 A 1 540 5520 3 90 A ACC -1 LA -30 LA -31 20 A 20 A Power Power LB -26 LB -28 5520 Power 20 A -- -- -- LA -32 LA -33 LB -29 Power 20 A .`w, ` 5520 aM # -- -- -- LA -34 LA-35 LB -30 LB -31 Power .$ 1 540 5tt LC -30 LC- 31; LA -36 LA-37 LB -32 LB -33 Power 20 A 1 ' LA -38 LA-39 LC -33 1 20 A a E� LB -34 t Power 20 A 1 LA-40 LA -41 720 VA 864 1 A�F Power r y= LB -36 LB -37 Power 20 A 1 540 LA -42 Total Load: Total 15691 VA 16959 VA 12601 VA 20 A 131 A 141 A 105 A Legend: Notes: Branch Panel: PANEL "LB" Location: ELEC 105 Volts: 120/208 Wye A.I.C. Rating: 22,00 Supply From: PANEL "LA" Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 100 A Enclosure: Type 1 MCB Rating: Notes: CKT Circuit Description Trip Pol es A B C Pol es Trip Pol es Circuit Description CKT LB -1 Power 20 A 1 100 180 VA 210 VA t 1 20 A Power 20 A LB -2 LB -3 Power 20 A 1 360 VA 540 VA „ y 1 20 A Power 20 A LB -4 LB -5 Power 20 A 20 A � . -� 180 VA 540 1 20 A Power 20 A LB -6 LB -7 Power 20 A 1 360 540 540 VA U ` c 1 20 A LB -8 - L6 9 Power 20 A 1 A 600 VA 2000 � � 1 20 A Power 20 A LB 10 LB -11 Power 20 A 1m£ -- { f ` a', 1260 2000 1 20 A Power 20 A LB-12 LB -13 Power 20 A 1 180 360 VA f� # __ �� � � � 1 20 A Power 20 A LB -14 LB -15 VARIAN SERVER 30 A 1 1 =3 180 VA 360 VA 3 t \ 1 20 A Power 20 A LB -16 LB -17 WORK STATION 30 A 1 ; '6 � 180 VA 180 1 20 A Power LB -18 LB -19 BIOLETIC LASER 20 A 4 500 720 VA F 1 20 A Power LB -20 LB -21 DOOR POWER 20 A 1 Yt t'SfN' � ��, 500 VA 540 VA t,i3 -:� �- � � �,• � 1 20 A Power LB -22 LB -23 Power 20 A 1� . 'DSO 500 VA 720 1 20 A Power LB -24 LB -25 Power 20 A 1 540 540 VA _ ��� 1 1 20 A 20 A Power Power LB -26 LB -28 LB -27 Power 20 A 1 4 , , �� F 540 VA 540 VA LB -29 Power 20 A 1 ` aM 540 VA 540 1 20 A Power LB -30 LB -31 Power 20 A 1 540 864 VA LC -30 LC- 31; 1 20 A Power LB -32 LB -33 Power 20 A 1 ' 720 VA 864 VA LC -33 1 20 A Power E� LB -34 LB -35 Power 20 A 1 720 VA 864 1 20 A Power h LB -36 LB -37 Power 20 A 1 540 1080 LC -36 1 20 A Power LB -38 LB -39 Power 20 A 1 .F'' 720 VA 1080 LC -38 1 20 A Power LB -40 LB -41 Power 20 A 1 ° �y.s v.. ykaa VA 1080 1 20 A Power LB -42 Total Load: Total 6504 VA 9544 VA 10024 VA 54A 80A 84A Legend: Notes: Total Load: Total Branch Panel: PANEL "LC" Location: ELEC 105 Volts: 120/208 Wye Supply From: PANEL "LM" Phases: 3 Mounting: Surface Wires: 4 Enclosure: Type 1 Notes: A.I.C. Rating: 22,00 Mains Type: Mains Rating: 200 A MCB Rating: CKT Circuit Description Trip Pol es A B C JOB NO. 2010. Pol es Trip Circuit Description CKT LC -1 210 VA t 1 20 A Motor LC -2 LC-3 540 VA 1 20 A Power LC -4 LC -5 Power 20 A �" °• .°a £ � . -� � �' E 900 VA 540 1 20 A Power LC -6 LC -7 Power 20 A 1 540 540 VA 1 20 A Power LC -8' LC -9 DOOR 20 A 167 VA 360 VA ' 1 20 A Power LC -10 LC -11 -- -- -- a', 167 VA 720 1 20 A Receptacle LC -12 LC -13 -- -- -- 167 1080 ���� , �� � � � � >�z 1 20 A OUTLETS LC 14 LC -15 Receptacle P 20 A 1 540 VA 1 20 A OUTLETS LC -16 LC -17 Receptacle 20 A 1 720 VA LC -18 LC -19,,F F LC -20 LC -21 ��, fi a LC -22 LC-23 LC-24 LC -25 ��;r z LC -26 LC-27 F ti LC -28 LC -29 LC -30 LC- 31; ~�.:. LC -32 LC -33 ` E� "s r LC -34 LC -35, h LC -36 LC-37 c� LC -38 LC-39 t LC -40 LC -41 E LC -42 Total Load: Total 2537 VA 2327 VA 3047 VA 21 A 19A 25A Legend: Notes: Branch Panel: PANEL "LM" Location: ELEC 105 Supply From: 75 kVA, 277 V/480 V, Three Mounting: Surface Enclosure: Type 1 Notes: Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: 22,000 Mains Type: Mains Rating: 400 A MCB Rating: CKT LM -1 EF -2 Circuit Description Trip 15A Pol es 1 210 A LM -3 EF -1 15A 480 VA LM -5 LM -7 ZD -10 20 A 1 12241 696 VA i. Pol es Trip Circuit Description CKT LM -2 15A EF -3 LM -4 2 30 A RTU -4 LM -6 LM -8 LM -9 ROOF OUTLETS 20 A 720 VA 864 VA 20 A AIR COMPRESSOR LM -1 LM -1 LM -1 LM -1 LM -1 LM -1 LM -1 EDH -1 H P -1 /FC -1 LM -2 LM -2 LM -2 20 A 20 A 1 1389 1500 1500 1 3505 2 20 A 30 A 50 A EDH -2 LM -1 LM -1 LM -1 LM -2 RTU -5 LM -2 LM -2 AC -3 LM -2 LM -2 RTU -2 30 A 2 2236 3505 LM -2 LM -2 2236 2537 100 A PANEL "LC" LM -3 LM -3 2327 LM -3 LM -3 LM -3 LM -3 3047 LM -3 LM -3 LM -3 LM -3 LM -4 LM -4 Total Load: 19671 VA Total 164 A 17777 VA 148 A 19354 VA 161 A LM -4 Legend: Notes: Branch Panel: PANEL "HL" Location: CONF 104 Supply From: Mounting: Surface Enclosure: Type 1 Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: 22,000 Mains Type: Mains Rating: 200 A MCB Rating: CKT Circuit Description Trip Pol es A Pol es Trip Circuit Description CKT HL -1 HL-3 HL -5 Lighting Lighting Lighting 20 A 20 A 20 A 1 1638 427 VA 1902 HL-7 LIGHTING 20 A 1148 5623 HL -9 HL -11 HL -13 HL -15 HL -17 RTU -7 30 A 4432 HL -19 HL -21 HL -23 HL -25 HL -27 HL -29 HL -31 HL -33 HL -35 HL -37 TVSS CT SCAN HL -39 HL -41 30 A 125 A 3 3 4432 458 VA 754 VA 602 1 20 A Lighting HL-2 20 A Lighting HL-4 5623 4432 5623 7333 7333 0 VA 30000 0 VA 30000 0 VA 30000 20 A Lighting HL-6 30 A AC -1 HL -8 HL -10 HL-12 HL -14 HL -16 3 40 A water heater HL -18 HL-20 HL-22 HL-24 HL-26 HL-28 HL-30 HL-32 HL-34 HL-36 HL -38 HL-40 HL-42 Total Load: 50601 VA Total 183 A 49748 VA 180A 48744 VA 176A Legend: Notes: ItAR 23 2011 PERMIT CENTER REGIS ARCH S'EPAM A D PERMQVA,L, pPR ,� K :12011 \0- 1001CA WashingtonTwo \Sightline Eleo SCHEDULES REVISIONS BY .rL QU W O I— J N 3 >— x �11U 0 Z � 0 o M �- J = w o_ L1J I- LL! U O U P.O. BOX 1134 COLUMBIA, CA 95310 �y Z _ re 0 w °' w coz nt tigi ffi5 tiZZw =w. w Z DRAWN RCS CHECKED RCS DATE 10/22/1 0 SCALE AS SHOWN JOB NO. 2010. OF SHEET l 1 SHEETS ARC FLASH SPECIFICATIONS A. SHORT CIRCUIT AND OVERCURRENT COORDINATION PROTECTIVE DEVICE ANALYSIS: SUBMIT SHORT CIRCUIT ANALYSIS TO INCLUDE SHORT CIRCUIT VALUES AT SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS, MAJOR CONTROL PANELS AND MOTOR CONTROL CENTER LOCATIONS TO VERIFY CORRECT APPLICATION OF EQUIPMENT AIC RATINGS. SUBMIT OVERCURRENT COORDINATION PROTECTIVE DEVICE ANALYSIS WITH RECOMMENDATIONS FOR SWITCHBOARD AND DISTRIBUTION BOARD OVERCURRENT PROTECTIVE DEVICES (CURRENT ':SETTING, LONG TIME PICKUP, LONG TIME DELAY, SHORT TIME PICKUP, SHORT TIME DELAY, GROUND FAULT PICKUP AND GROUND FAULT DELAY) TO ILLUSTRATE COORDINATION WITH DOWNSTREAM DEVICES. B. INCLUDE LABELS FOR RECOMMENDED PPE RATINGS FOR ARCFLASH PROTECTION,; PER NFPA 70(E), FOR EQUIPMENT LISTED ABOVE, BASED ON SHORT CIRCUIT ANALYSIS. ON LABEL FOR EACH PIECE OF EQUIPMENT, INCLUDE AVAILABLE FAULT CURRENT,: FLASH HAZARD BOUNDARY, BREAKER TRIP TIME IN CYCLES, ARC FLASH HAZARD CATEGORY, CAL. /SQ CM AT 1811, VOLTAGE RATING SHOCK HAZARD, LIMITED APPROACH BOUNDARY, RESTRICTED APPROACH BOUNDARY, . PROHIBITED APPROACH BOUNDARY AND LISTED REQUIRED PPE, INCLUDING CLOTHING ARTICLES, ARC FLASH REQUIREMENTS ARC FLASH AND SHOCK H RH Appropriate PPE and tools required when working an this 'equipment. PP 21 »1.828»A $0819,,AAvallabte.Fauuii Currant 2.B feet c=lash - Hazard. Boundary B Cycle Breaker trip time Catagery 0 5.91 Calitiq cm at 18" • 480 VAC Shaok.taazard 42^ Umd Approach Boundary 12" Raafrtcted Approach Boundary 1" Prohib' d proms Boundary Required .PPE including FR Fabr Safety sat. G aa$eSaAm Rated (Lung slue* 4 ',Hamill/4*th Sore* • Pants (Lamp) Shield. March 2413?' �E1 SCALE: 12" =11-0" HOT o TEST Q ° c,„) a SWITCH SWITCH LEAD CHARGE CIRCUIT LEAD NEUTRAL TEST SWITCH EMERGENCY 3- LAMP'. AC BALLAST HOT NEUTRAL 3—LAMP BALLAST INSTALLATION SWITCH L Z -LAMP AC BALLAST CHARGE CIRCU; EMERGENCY 1 OR 2- -LAMP BALLAST INSTALLATION (2\ EMERGENCY BALLAST WIRING E12J SCALE: 12" = 1' -0" ON /OFF SWITCH 2 -GANG PLATE ELEVATION /3 WALL SWITCH DETAIL �E12 SCALE: 12" = 1'-0" IMOTION SENSOR IAUTO /OFF SWITCH GENERAL NOTES: 1. LAMP LEADS NOT SHOWN. CONTRACTOR TO REFER TO BALLAST MANUFACTURER'S WIRING DIAGRAMS PRIOR? TO ELECTRICAL INSTALLATION. 2. CONTRACTOR TO TEST ALL EMERGENCY FIXTURES TO INSURE; PROPER OPERATION. 3. EMERGENCY BALLAST AND AC BALLAST MUST BE FED FROM SAME BRANCH CIRCUIT TO INSURE PROPER OPERATION. 4. CHARGING LEADS FOR BATTERY BALLAST MUST BE CONNECTED AHEAD OF ALL LIGHTING CONTROLS (CONTACTORS, RELAYS, ;SWITCHES, SENSORS, ETC.) SEQUENCE OF OPERATION: DURING ` NORMAL AC MODE �- FIXTURE OPERATES AS STANDARD SWITCHED FIXTURE. NO LAMPS ARE ILLUMINATED WHILE SWITCH IS IN 'OFF' POSITION. ALL LAMPS ARE ILLUMINATED WHILE THE SWITCH IS IN THE 'ON' POSITION. THE EMERGENCY BALLAST IS IN„ STANDBY /CHARGING MODE. DURING AC POWER FAILURE EMERGENCY BALLAST IMMEDIATELY SWITCHES TO EMERGENCY MODE, KEEPING 1 OR 2 LAMPS ILLUMINATED FOR A MINIMUM OF 90 MINUTES, REGARDLESS OF SWITCH POSIRON WHEN AC POWER iS RESTORED, THE EMERGENCY BALLAST AUTOMATICALLY RETURNS TO STANDBY /CHARGING MODE. HOT LIGHTS - INSIDE I LAMPS EACH FIXTURE IAUTOMATIC SENSOR SWITCH MANUAL ON /OFF SWITCH ILIGHTS - OUTSIDE LAMPS EACH FIXTURE SCHEMATIC DIAGRAM ELECTRICAL LEGEND BORN 0 EXIT �S � D GFI �C F LV OS US 3,4 $D P PC $ TC 0 SB ATS SOLID LINE IS CONDUIT, 1/2 "C- 2 #12 +1 #12 GND UNLESS OTHERWISE NOTED SHORT TICKS = # OF HOTS, LONG TICKS = NEUTRALS, LINES WITH DOTS INDICATE GROUNDS LIGHT FIXTURES RECESSED TROFFER RECESSED CAN HALF SHADED FIXTURES TO HAVE EMERGENCY BATTERY BACKED BALLAST SURFACE MOUNT FLUORESCENT FIXTURE TRACK LIGHTING LINEAR FLUORESCENT SURFACE AND /OR PENDANT FIXTURE WALL MOUNT FIXTURE +7' -6" AFG, U.O.N. EXIT SIGN MOUNT ABOVE DOOR, L = LOW LEVEL, EACH UNIT TO HAVE 90 MINUTE BATTERY BACK -UP EMERGENCY EGRESS WALL MOUNT LIGHT UNIT, 90 MINUTE BATTERY BACK -UP. INSTALL AT +7' -6" U.O.N. COMBINATION EXIT SIGN /EGRESS LIGHT UNIT, 90 MIN. BATTERY BACK -UP CEILING EXHAUST FAN OUTLETS DUPLEX CONVIENCE OUTLET +15" (TO BOTTOM) LETTER DESIGNATES SPECIAL PURPOSE OUTLET S = SHOW WINDOW OUTLET (ABOVE WINDOW/ ON CEILING) D = DISPLAY CABINET OUTLET +72" (VERIFY WITH DISPLAY) GFI = GROUND FAULT INTERUPTER OUTLET +48" C = ON CEILING F = FLOOR OUTLET, W/ FIRE RATED POKE THRU IN RATED FLOORS LIGHT SWITCH, +48" TO CENTER LETTER DESIGNATES SPECIAL PURPOSE SWITCH LV = LOW VOLTAGE LIGHT SWITCH OS = OCCUPANCY SENSOR WALL SWITCH US = CEILING MOUNT OCCUPANCY SENSOR SWITCH 3 OR 4 = 3 -WAY OR 4 -WAY LIGHT SWITCH D = DIMMMER SWITCH P = PILOT LIGHIT SWITCH PC = PHOTOCELL SWITCH TC = TIME CLOCK SWITCH JUNCTION BOX DISCONNECT ELECTRICAL DISTRIBUTION EQUIPMENT PANELBOARD SWITCHBOARD TRANSFORMER AUTOMATIC TRANSFER SWITCH Legend COMMUNICATION LEGEND COMMUNICATION CABINETS IDF INTERMEDIATE DISTRIBUTION FRAME H TELEPHONE TERMINAL BOARD TV COMMUNICATION OUTLETS PHONE +15" TO BOTTOM, W = WALL PHONE +48 ", F = FLOOR, I = INTERCOM DATA +15" TO BOTTOM, F= FLOOR HALF FILLED IS BOTH PHONE AND DATA, F = FLOOR TRIANGLE INDICATED COMMUNICATION OUTLET, LETTER DESIGNATES COMMUNICATION SYSTEM T = TV OUTLET, +15 ", W = +96" \S/ S = SPEAKER OUTLET +96" \M/ M = MICROPHONE OUTLET +15" M FIRE ALARM FIRE ALARM CONTROL PANEL MANUAL PULL STATION +48" TO CENTER a STROBE, +80" HORN /STROBE, +80" O SMOKE DETECTOR, (DSD = DUCT SMOKE DETECTOR) SCALE: 1/8" = 1' -0" *Pit-1)2.14 zyyy�SEAu► MAR 2 3 2011 PERMIT CENTER REGISTE ARCHITE .EPARA PERMIT A D APPROV REQUIRE K:\2011 \0- 100 \CA WashingtonTwo \Sightline Electrical Value.rvt i REVISIONS BY V) w v) V) 0 —J w J a w w 11� U z 0 U P.O. BOX 1134 COLUMBIA, CA 95310 -I W 0 a uJ Z • DRAWN RCS CHECKED RCS DATE 10/22/10 SCALE AS SHOWN JOB NO. 2010. ■ ' OF SHEET 12 SHEETS