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Permit D10-140 - WESTOWER COMMUNICATIONS - OFFICE EXPANSION AND CHANGE OF USE
WESTOWER COMMUNICATIONS 405 EVANS BLACK DR D10 -140 Parcel No.: Address: Suite No: City otkukwila • 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 0223100036 405 EVANS BLACK DR TUKW DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10 -140 06/23/2010 12/20/2010 Tenant: Name: Address: Owner: Name: Address: Phone: WESTOWER COMMUNICATIONS 405 EVANS BLACK DR , TUKWILA WA BANK OF AMERICA WA1- 501 -15 -08 , PO BOX 34029 /LEEDE 98124 Contact Person: Name: GEORGE GOODFELLOW Address: 2221 FIFTH AV , SEATTLE WA 98121 Phone: 206 - 441 -1449 Contractor: Name: SUNSET BUILDERS INC Address: 1234 VALENTINE AV , PACIFIC, WA 98047 Phone: 243 863 -3868 Contractor License No: SUNSEBI140L5 Expiration Date: 01/13/2011 DESCRIPTION OF WORK: OFFICE EXPANSION /CHANGE OF USE FROM M (MERCANTILE) TO B /S -1 (OFFICE/WAREHOUSE). EXISTING BUILDING IS FULLY CONDITIONED. NEW INTERIOR PARTITIONS & DOORS. NEW HVAC ON ROOF. ALTERATION TO EXISTING INTERIOR SPACES Value of Construction: Type of Fire Protection: Type of Construction: $61,000.00 SPRINKLERS /AFA V -B Fees Collected: International Building Code Edition: Occupancy per IBC: $1,771.16 2006 0008 * *continued on next page ** doc: IBC -7/07 D10 -140 Printed: 06 -23 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us Permit Number: D10 -140 Issue Date: 06/23/2010 Permit Expires On: 12/20/2010 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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: &(1 It I hereby certify that I have read and : ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • whether specified herein or not. The granting of this ermit does not presume to giv, authority to violate or cancel the provisions of any other state or local laws regulating construction a erf ce ork. I . , ,02:43117d to sign and obtain this development permit. �+ Signature: / l L/ OF Date: -- ? r l /v Print Name: KfiL /Len' 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. doc: IBC -7/07 D10 -140 Printed: 06 -23 -2010 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 PERMIT CONDITIONS Parcel No.: 0223100036 Address: Suite No: Tenant: 405 EVANS BLACK DR TUKW WESTOWER COMMUNICATIONS Permit Number: Status: Applied Date: Issue Date: D10 -140 ISSUED 05/20/2010 06/23/2010 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D10 -140 Printed: 06 -23 -2010 • 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. tukw i l a. wa. us 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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 doc: Cond -10/06 D10 -140 Printed: 06 -23 -2010 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 nearest visible exit sign. (IFC 1011.1) 29: 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) 30: 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) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 32: 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) 33: 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) 34: 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) 35: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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. doc: Cond -10/06 D10 -140 Printed: 06 -23 -2010 • 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 42: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 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. * *continued on next page ** doc: Cond -10/06 D10 -140 Printed: 06 -23 -2010 • 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.tukwi la. wa. us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the r - . ormance of work. 1(4, Signature: Print Name: Date: doc: Cond -10/06 D10 -140 Printed: 06 -23 -2010 CITY OF TUKWIft Community Developrfferft Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: /-wwi.v. c i. t ukw it a. Wa. us B uilding Pe IF. No. Do (0_ H L( 0 Mechanical Permit No. Plumbing /Gas Permit No: Publio 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 King Co Assessor's Tax No.: 0223 - (00033‘, Suite Number: tJ //fit Floor: PtRR.T New Tenant: IRE Yes Site Address: 4ex eVkNS c ( Dgt d� W-5r lc' J c1-4 11,1011J t CA/70 N Tenant Name: Property Owners Name: C. R t P Mailing Address: (15-33 tvC Fittsr Sl U. YVC City V.1 At State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Coil CbP4E �tsa����...�SkJ Day Telephone: .2:-(D6 -1-4 1 2-2-Z j ..;FT-1+ Ave. 1rya. 1 g 1 State Zip z '1+I - t ;GI Mailing Address: City E -Mail Address: �.[.,r i)P.-a-L U.) e... 01A -42..0 lN 5T .tkI..014xNumber: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: .rJ sir '30 Lome S '22 Q Ft% C- Contact Person: s # ,1 Cwt,, EdteSe N City Day Telephone: 2_53 - 9 39.. 47i ` E -Mail Address: Af''RJ L . gCJ tai Sm,'l' 1.1C . COM Fax Number: State Zip Contractor Registration Number: S U N S E I 140 �...5 tN IBS Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name:_ / 4 I U Tl' i1.1 Ac55 - - 1 A) Mailing Address: '21-2 I Firm,- Ave j 'j" - \ku e1r- Z% City State Zip ex,f2Agia t I Day Telephone: 2-06. E -Mail Address: AsaltiM 1=. ea) % t e FaxNumber: ZCC 44 '4 1 '"`'tI �s Contact Person: ENGINEER OF RECORD - All platta must be wet stamped by Engineer of Record , Company Name: Mailing Address: Contact Person: t-4 DC-714. Wfir" � ki V.)) 6'4661 Lo M A ve. ) j E "1:›,& -}tee, . u N k S City Day Telephone: State Zip f—CC Ste'S"'% Sl tl E -Mail Address:12kl..E... P EAIW SE64T f'LE s Gc N1 Fax Number: 2 -5 1Z' etT6,47peR H \Applmat ons\Forms- Applications On Lme\2009 Applications \I -2009 - Permn Apphatmn doc Revised 1 -2009 bh Page 1 of 6 BUILDING PERMIT INFOI.TION - 206 -431 -3670 • Valuation of Project (contractor's bid price): $ c (I 6 Existing Building Valuation: $_�' CX>tS) D " P o N SEcdN /r 4 N at c te use. Scope of Work (please provide detailed information): NraU kV A. c U N rr t c°1 PTI-TtiZAricN a>41571146r I Nf. 5SPAcZ 5, Will there be new rack storage? ❑.....Yes XNo If yes, a separate permit and plan submittal will be 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 drwMing: CIP Floor area of accessory dwelling: 0 *.Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: et> Handicap: Will there be a change in use? X Yes ❑ No If "yes ", explain: reCIM M '1 / 5 FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers .... Automatic Fire Alarm ❑ 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 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM /NI - ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H•1 Appiications\Forms- Apphcanons On LIn,QO09 Apphcanons\I - 009 - Perm Application doc Rinsed* 1.2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New - Type of . Construction per •• IBC- Type of Occupancy per IBC " -4,.. ) 040 19 SC- d C:› V- #3. 3 /s o 2"d Floor. 1 3"' Floor Floora,. • thru °'Basement. .Accessory. Structure* :Attached Garage .Detached Garage - ; Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal drwMing: CIP Floor area of accessory dwelling: 0 *.Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: et> Handicap: Will there be a change in use? X Yes ❑ No If "yes ", explain: reCIM M '1 / 5 FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers .... Automatic Fire Alarm ❑ 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 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM /NI - ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H•1 Appiications\Forms- Apphcanons On LIn,QO09 Apphcanons\I - 009 - Perm Application doc Rinsed* 1.2009 bh Page 2 of 6 PUBLIC WORKS PERMIT INWMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): per?.) Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District LI A. ❑ ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: {f Ct ie ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) t•lb /NA ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): N ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right - of-way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO it WO 4 WO 4 Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: .,1( `}ea 9-M-L•/ti i N • Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H 1ApplrcanonsWorms.Apphcanons On Line\2009 Applications \I -2009 - Permit Application doc Revised 1.2009 bh Page 3 of 6 MECHANICAL PERMIT IaRMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: T �, City state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 4 Celitt3 —(4 .) Scope of Work (please provide detailed information): 'N.eu R 1' U l2 V•i Vk-C- / A 0.4 cd5r 4 13 4A LANCAS IA.J / a.W LS T7 N �cq Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...15c Replacement .... ❑ Fuel Type: Electric ❑ Gas....❑ Other: 5 -r-6•\.1 GIAA /e_L r' It c to Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <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 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System Incinerator - Domestic Other Mechanical Equipment „s'"""`.....- ..�.. -�. _ ° '""�. -m.., .fte,,,,,.- �"" Air Handling Unit <]0,000 CFM Incinerator- Comm /Ind r 1 1 �,i.t) t" ' Ir \JR (- I H- Applicanons\Forms.Applicanons On Une12009 Apphcanons11 -2009 - Permii Appliceuon doc Revised. 1.2009 bh Page 4 of 6 [LUMBING AND GAS PIPIN(RMIT INFORMATION — 206 -431 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: ' )"7 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): %► t1.1 f. f le) •. Building Use (per Int'l Building Code): t, / >I Occupancy (per Int'l Building Code): Ctsr-fice / W let 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 ' I rinking fountai Food -waste grinder, commercial Floor Drain water cooler (per head) . Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks 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 \AppltcauonsWorms- Applications On-Line \2009 Applications \1-2009 Permit Application doc Revised 12009 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable 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 105.31 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 CANINE OR AUTHO Signature: Print Name: Mailing Address: "2-2.2.1 5r14 Date: ^ !/a Day Telephone: 4-44'N14-41 ITV L Sierrsx.e. Zl City State Zip Date Application Accepted: Date Application Expires: Staff Initials: /,i� . i H :1Applications\Forrm- Applications On Unet2UU9 Apphcanonstl -2009 - Permit Application doc Revised. 1-2009 bh 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.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100036 Permit Number: D10-140 Address: 405 EVANS BLACK DR TUKW Status: APPROVED Suite No: Applied Date: 05/20/2010 Applicant: WESTOWER COMMUNICATIONS Issue Date: Receipt No.: R10 -01139 Payment Amount: $1,075.20 Initials: JEM Payment Date: 06/23/2010 04:17 PM User ID: 1165 Balance: $0.00 Payee: BANK OF AMERICA TRANSACTION LIST: Type Method Descriptio Amount Payment Check 80093055 1,075.20 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,075.20 1,070.70 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -23 -2010 • 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 RECEIPT Parcel No.: Permit Number: D10-140 Address: 406 EVANS BLACK DR TUKW Status: PENDING Suite No: Applied Date: 05/20/2010 Applicant: WESTOWER COMMUNICATIONS Issue Date: Receipt No.: R10 -00889 Initials: WER User ID: 1655 Payment Amount: $695.96 Payment Date: 05/20/2010 01:04 PM Balance: $1,075.20 Payee: WA R/E OPERATING HOUSE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 15727714 695.96 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 695.96 Total: $695.96 Ay ET RECEIVED doc: Receiot -06 Printed: 05 -20 -2010 INSPECTION RECORD Retain a copy with permit D10- I q (� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Pro`je'ct' Wr416tl..10Y ` n 9'vi"W`-. Type of Inspection: Frv‘!'igokiiti t. i(, (a'IAILI V Fsu FQA'cn/e4( L /q x 1 ; �S Address: t..} O j E V A+J S A L AC 1L O Date Called: e. Special Instructions: r;dC 00 T..N.c. c-. f-A p LI t e5 -0 t Date Wanted: 7- 20_.10 m. Requester: Phone No: 0S 3- 3q f3 q`l y VEl`I�/I Approved per applicable codes. Corrections required prior to approval. • COMMENTS: V Fsu FQA'cn/e4( L /q x 1 ; �S /� /iii�iovio /A V 1' ti D / . . ? ' ' / o t , # a (/01 0//:7 wN / '` . 00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re i pt .No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit �ID -0-ic CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. rt- (206)431 -3670 Pr ec V S 'I du�F R. Type of Inspection: Sl l S QfiJtf Gn c? n1 505. Cam- 1:A f Address: 4US L ✓•r..�c C�L.ne�c..� e Date ed ," &A J' Ai Special Instructions: ' ` Date Wanted: a.m. Requester: 61,A( ±-t___, : itil Phone No: Apprdved per applicable codes. Corrections required prior to approval. COMMENTS: Er ,i6. ` zq Ai Pr d J40-4, - 505. Cam- 1:A f DV cD - 2) i--r S Js: �. - ID ( -Jt-e A or>, Ap - 4- JA 61,A( ±-t___, : itil ea • k Inspe r: Date El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Duo- HO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. R (206)431 -3670 Project: Type of I spection:, Address: dos Cos 1316cc Date Called: Speci I Instructions: O r : L! P Date Wanted: a a.m. 10 — 25— /v Requester: Phone No 2-53 — 9 3 qr -81 74 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: n ii-r 1 1 i r 0 ,J 17 1) O O 4 C 52A. --6_ 6 3 e 3 lli S,1 J 0% 7-7) A.,r-i- .- r 6. r e--r i 1 /1 - ._.--r. 1 1 A Inspe,Etor: Date: A MKV El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: e....�eex. �ts:'d:ar' }�+s�w: _'!" w' i+ �. 'l;�:FhlYewr'vdMiS:.?w+'ii%d,2, '. �'. .'+..'•a+- •�. x,KSCrn�4'al.:a.ee. V r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ?�41. 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: was Tei,,re4 4.„•4�,,v,i,w,4, fc, Type of Ins p ect' on: .Cmz --c / 4. y45 Address: yo.5- "-mow Suite #: 413.044 401. Contact Person: Special Instructions: 6) sfine.e rrd A + 20.1i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 6) sfine.e rrd A + 20.1i ,/� 5.514 . i'� J ,. , Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: . Occupancy Type: Inspector: Date: 74/00/16, Hrs.: i • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 P r 4 • 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dior Ufa S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Wei rakie,y. Comar,- ,►,•ecoi,.a Type of Inspection: $6 f1 %lerr , Gta/ Address: yvr 41.0.4,11. 6/44/4 ,pt. Suite #: Contact Person: J �' a�e' Monitor: Special Instructions: Phone No.: / z53 --- -7 a`Z- -- 70' 2- 2.. Approved per applicable codes. Corrections required prior to approval. COMMENTS: se(pi I G4.44101-( -W vd Needs Shift Inspection: - s Sprinklers: _ Fire Alarm: Hrs.: Hood & -Duct: Monitor: _ Pre- Fire:, Permits: ``• Occupancy Type : - • Inspector: s -° I Date: Thihb, Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit - 14/0 /!3 i .S 17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: [vcdli...,.. T©" .,e' CC,,,,p.... 1.4,,A.a..a Type of Inspecction: le. f dj,--J je -04.), v Address: lid( tv.gvIs gloved ow, Suite #: Contact Person: 544 .4 e Fire Alarm: Specigl Instructions: �� Phone No.: / - 2 r. - Z 0'2- - ToeZ Approvedlper applicable codes. N. riCorrections requited prior to approval. COMMENTS: `v Sprinklers: t Fire Alarm: • Hood & Duct: Monitor: .,trAtir fi»V __. j°S.Z __ /t Permits: Occupancy Type: Covey,— - .ITi®,rm7!. ;..,i__ r moo. Co vim.. 3 Needs Shift Inspection: ' Sprinklers: t Fire Alarm: • Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: mi../ Date: - 7//s-ho • Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc ! 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION -RECORD Retain a copy with permit DIP — / S/ F— JOY PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: (ties 7;14144'4., C.. ►4..A: -,, 4- .....i Type of Inspection: v f, 4/ vi Address: ims t1,10.4b Ntode .Oi. Suite #: Contact Person: Alarm: Special Instructions: Phone No.: Z o c -- , f ?..sue 03// Approved per applicable codes. Corrections required prior to approval. COMMENTS: • Hrs.: / Sprinklers: Alarm: .S'Ot .4 A! :et � PP 1. -.I _ 01 < . 7 Hood & Duct: • . ,Frill la /,we. ZY. / V. /i s ..5 7-0ob <.s - ..5",..v/L ives, . S LI/RvlvrS w,ai..IS LAN 4t, A/05.41,:. Permits: dab 'g gs. Occupancy Type: 444 "y t/16 4'...7. -- ok. - (..1a>f #at / %Ow ys�l..a- (mo t 1 �_ /Vole I. 0 51714 e 7.= - 5 idgto he,' ... i. .;.) .e.r...,, ha 4.44V ._ .- • Nulls Shift Inspection: Date:. 74$7 a Hrs.: / Sprinklers: Alarm: �� . 7 Hood & Duct: Monitor: Pre -Fire: Permits: ,� Occupancy Type: Inspector: . . ., Date:. 74$7 a Hrs.: / ta 4 1e$80.00 REINSPECTION FEE REQUIRED. You �'rdill receive an'invoice from City of Tukwila Finance Department. Call to schedule a reinspection. r• Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 WENGINEURAL ENGINEERS Engineers Northwest Inc., P.S. inmoloor. to. RR", WESTOWER COMMUNICATIONS 406 Evan Black Drive Tukwila, WA STRUCTURAL CALCULATIONS FOR FtEVIEVVED AECHANICAL UNIT ADDITION CODE COMP APPROVE JUN 21 2010 City of Tukwila BUILDING DIVISION May 17, 2010 2006 IBC ENW Project No. 10- 000037 NO RECEIVED MAY 2 0 2010 PERMIT CENTER • 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com E1\\T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT ,Oc r ToJ tr Co UL &1 W e.,014.1 Roo 1'L-0,40 SUBJECT 22 Lj 0 DATE y/'-)0 SHEET C I OF BY O,_ Ej) e 2N t od IRooc eL ak) 8 N ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS We-St6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 522 -6698 PROJECT # PROJECT r Tow - 62 DATE l -2-10 SUBJECT 1C �O� i 1 SHEET C - OF BY .gyp}( (ID +a5)2 =7064 aX iz e 2Y oiE- t Page 1 westtower.ecwCalcu lations Title : Dsgnr: Description : Scope : Job # Date: 7:50AM, 18 MAY 10 c3 Rev: 580004 User. KW-0606898, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Description West Tower Comm. EJ1 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fbdty 2x12 1.500 in 11.250 in Sawn 1.150 Pin -Pin Center Span 21.50 ft Left Cantilever ft Right Cantilever ft Douglas Fir - Larch, Select structural Fb Base Allow 1,500.0 psi Fv Allow Fc Allow E 180.0 psi 625.0 psi 1,900.0 ksi Lu Lu Lu 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 70.00 #/ft #/ft # /ft LL LL LL #/ft #/ft #/ft Span= 21.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.889 : 1 Maximum Moment 4.0 k -ft Maximum Shear * 1.5 Allowable 4.5 k -ft Allowable Max. Positive Moment 4.04 k -ft at 10.750 ft Shear: Max. Negative Moment 0.00 k -ft at 21.500 ft Max @ Left Support 0.00 k -ft Max © Right Support 0.00 k -ft Max. M allow 4.55 Reactions... fv 61.54 psi Left DL 0.75 k Fv 207.00 psi Right DL 0.75 k fb 1,533.98 psi Fb 1,725.00 psi Beam Design OK 1.0 k 3.5 k Left 0.75 k Right 0.75 k Camber: @ Left 0.000 in Center 1.493 in Right 0.000 in Max 0.75 k Max 0.75 k Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 Center Left Right Dead Load Total Load Left Cantilever... Dead Load Total Load -0.995 in -0.995 in 10.750 ft 10.750 ft 259.2 259.25 'D.L. Deft )... 1.493 in 0.000 in 0.000 in Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Deft 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 26.916 Cf 1.000 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 4.04 k -ft 0.00 k -ft 0.00 k -ft Left Support 1.04 k 5.017 in2 207.00 psi 0.75 k 0.75 k Sxx CI 31.641 in3 0.000 S)oc Req'd 28.14 in3 0.00 in3 0.00 in3 Right Support 1.04 k 5.017 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 16.875 in2 Allowable fb 1,725.00 psi 1,725.00 psi 1,725.00 psi 0.803 in 0.803 in Rev: 580004 User. KW-0608898, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope: Job # Date: 7:50AM, 18 MAY 10 c General Timber Beam Description West Tower Comm. EJ1 M, V, & D @ Specified Locations @ Center Span Location = Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Page 2 westtower. ecwCalculations Moment Shear Deflection 0.00 k -ft 0.75 k 0.0000 in 0.00 k-ft 0.00 k 0.0000 in 0.00 k -ft 0.00 k 0.0000 in IENMT ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT S 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 rfov lt- C.3yn11M DATE / f '" `-1 0 SHEET C S OF BYp)C -7 31 ft.f1 l°Pry ° 3� W z (10 1-2 t 2S) 2.,a . 2.- 2_ 12 LL� tY1 L vl l K) 1 EIN'S%T ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT I.u�S�' 1 bL&) 2' L.eSVY\ DATE / I - -7 "l 0 SUBJECT 1 ' OUP i`j1' N' S SHEET ` p OF BY o 1t 7 9 0 Title : Dsgnr: Description : Scope: Job # Date: 7:47AM, 18 MAY 10 Rev. 580004 User. KW- 0606898, Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 weskower.ecw.Calculations Description West Tower Comm. RB2 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 6.75x24 6.750 in 24.000 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 40.00 ft Lu 7.00 ft Lu ft Lu 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi 0.00 ft 0.00 ft 0.00 if Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 822.00 #/ft 822.00 #/ft #/ft LL LL LL #/ft ft/ft #/ft Dead Load Live Load ...distance 12,700.0 lbs 600.0 lbs Ibs Ibs -7.000 ft -4.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Span = 40.00ft, Left Cant= 7.00ft, Beam Width = 6.750in x Depth = 24.in, Ends are Pin -Pin Max Stress Ratio 0.894 : 1 Maximum Moment 113.4 k ft Maximum Shear * 1.5 Allowable 126.8 k -it Allowable Max. Positive Moment 113.40 k -ft at 23.474 it Shear: Max. Negative Moment - 111.44 k ft at 0.000 ft Max @ Left Support - 111.44 k -ft Max @ Right Support 0.00 k -ft Max. M allow 126.84 fb 2,099.98 psi fv Fb 2,348.88 psi Fv 163.73 psi 276.00 psi Reactions... Left DL Right DL Beam Design OK 26.5 k 44.7 k @ Left 19.23 k @ Right 13.65 k Camber. @ Left 0.592 in @ Center 3.218 in @ Right 0.000 in 38.28 k 13.65 k Max 38.28 k Max 13.65 k Deflections Center Span... Dead Load Deflection -2.145 in ...Location 21.596 ft ...Length/Defl 223.7 Camber ( using 1.5 * D.L Defl) ... @ Center 3.218 in @ Left 0592 in @ Right 0.000 in Total Load -2.145 in 21.596 ft 223.75 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.395 in 0.395 in 425.5 425.5 0.000 in 0.000 in 0.0 0.0 Rev. 580004 User. KW- 0806898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description: Scope: General Timber Beam Description West Tower Comm. RB2 Bending Analysis Ck 20.128 Cv 0.851 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 113.40 k -ft 111.44 k -ft 0.00 k -ft @ Left Support 26.52 k 96.099 in2 276.00 psi 38.28 k 13.65 k M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 It So CI 648.000 in3 0.000 Sxx Req'd 579.33 in3 569.32 in3 0.00 in3 Right Support 18.17 k 65.817 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Moment - 111.44 k -ft 0.00kft - 111.44 k -ft Job # Date: 7:47AM, 18 MAY 10 Page 2 westtower. ecw: Calculations Area 162.000 in2 Allowable fb 2,348.88 psi 2,348.88 psi 2,348.88 psi 8.725 in 3.112 in Shear 19.23 k 0.00 k 19.23 k Deflection 0.0000 in 0.0000 in 0.0000 in ENW STRUCTUR:AI. ENGINEERS INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8 -2) The coefficient(ASCE Tab. 122.1) ha W = PROJECT: CLIENT : JOB NO. : h= wx = n= l= Zip Code Ct = R= DATE: 24 ft 1 k 1 1 (IBC Tab.1604.5) 98188 D (If no soil report, use D) 0.02 5.5 DESIGN SUMMARY Total base shear V = PAGE: DESIGN BY : REVIEW BY : 0.17 W, (SD) = 0.12 W, (ASD) = Seismic design category = Latitude: 47.45 Longitude: - 122.279 Ss = 142.886 %g , Sms = 1.429 g , Fa = 1.000 Si = 48.945 %g , Smi = 0.739 g , Fa = 1.511 SDS = 0.953 9 , SDI = 0.493 g 0 k, (SD) 0 k, (ASD) D 24.0 ft k = 1.00 , (ASCE 12.83, pg 130) x = 0.75 , (ASCE Tab 12.8 -2) 1 k Ewxhk = 24 Ta = Ct (hn)x = 0.22 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level No. Level Floor to floor Name Height ft Height Weight hx wx ft k Wxhx k Lateral force (0) each level Cvx Fx Vx O. M. k k k-ft Diaphragm force EF; EWE Ft„, k k k 1 Roof 24.00 Ground 24.0 1 24 1.000 0.2 0.0 02 4 0.2 1 0 Property of Engineers Northwest, Inc., Seattle - Input = Job number : Job name : ENGINEERS - NORTHWEST, INC.P.S. SHEET C 1 b OF 6869 WOODLAWN AVE. N.E. (SUITE 205) REV. 1: 4/6/07 SEATTLE, WA. 98115 REV. 2: 9/29/09 I RGV 1• 'win/in Use by others unlawful SEISMIC (Shaded cells IBC 2006 Section 1613.1 / ASCE 7 -05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7 -05 (U.N.O.) Input Basic Seismic- Force - Resisting System = Al Basic Seismic-Force- Resisting System = Is this considered a Building Structure ? Is Diaphragm considered Flexible? hn = Ss = S1 = T� = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Regular Structure 5 5 Stories? Site Coefficient Fa = Site Coefficient Fv = Sms = 1.420 Sm1 = 0.740 Sds = 0.947 Sd1 = 0.493 Seismic Design Category (SDC) = D To = 0.104 Ts = 0.521 Ct = 0.02 Period =T= 0.217 Sa = 0.947 R= 5 Sso = 2 Cd = 5 IE = 1 Detailing Reference Section = 14.2 Cs calc. = 0.189 Cs max. = 0.454 Cs min. = 0.010 Cs use = 0.189 Vu design = 0.189 V design = 0.133 Special reinforced concrete shear walls BWS= Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 0.2 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long - period transition period Figure 22 -15 thru 22 -20 Section 20.1 Soil properties "D" is default unless the Geotech data orBuilding Table 1 -1 page 3 Official thinks it is Site Class "E "or "F". 24.00 ft. Y Y t42 0.49 16 D II 26.00 ft. 24.00 ft. 24.00 ft. NO roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 Output W = Building weight (# or kips) 1.000 Table 11.4 -1 1.510 Table 11.4 -2 Sms = FaSs Section 11.4.3 (Eq. 11.4 -1) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4 -2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 2/3Sm1 Section 11.4.4 (Eq. 11.4 -4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8 -2 Table 12.8 -1 seconds - Section12.8.2.1 (Eq. 12.8 -7) Cu = 1.4 Section 11.4.5 (Eq. 11.45)or (Eq.11.4 -6)or (Eq. 11.4 -7) Table 12.2 -1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6, 12.8.7 & 12.9.2 Occupancy Importance Factor - Table 11.5 -1 Ev = 0.189 Section 12.8.1.1 (Eq. 12.8 -2) Section 12.8.1.1 (Eq. 12.8 -3 & Eq. 12.8-4) Section 12.8.1.1 (Eq. 12.8 -5 & Eq. 12.8 -6) Section 12.8.1.1 (Eq. 12.8 -2 thru Eq. 12.8 -6) At strength level USD (Eq. 12.8 -1) *W Working (0.7*E ) ASD *D = +/ -.2 Sds D (Eq. 12 .4.4) - May be Zero for proportioning foundations. Diaphragms wp = The weight tributary to the diaphragm at that level Fpu calc. = 0.189 Fpu min.= 0.189 Fpu max.= 0.379 Fpu design = 0.189 Fp design = 0.133 *wp (Eqs. 12.8 -2 thru 12.8 -6 above) *wp (min. Section 12.10.1.1) *wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7*USD) 5/17/2010 EQ. ASCE7 -05Seismic ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Job number I Job name SHEET C I 1 OF Rev. 4 -16 -09 1 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = Equipment weight = Wp = Is equipment mounted on a roof or on ground ? Spectral acceleration = Sds = (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) ap /Rp = zlh = Fpu =1.6 *Sds *Ip*Wp = Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2zJh)Wp = Fpu= 0.3 *Sds *Ip*Wp = Equipment Lateral Load Anchorage force (WSD) Input ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet hea Mechanical and Electrical Components 1.0 Section 13.1.3 0.65 kips R input (R or G) 0.947 Automaticly Input from tab "IBC EQ." Output 0.417 Table 13.6 -1 1.0000 at roof level 1.5152 *Wp Upper bound 0.4735 *Wp Calculated 0.2841 *Wp Lower bound Fpu design = 0.4735 *W (U.S.D.) Fp design = 0.3315 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.215 kips See footnotes below 1 NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 5/17/2010 Elect Mech.Components ASCE7- 05Seismic Input= Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful SHEET C OF REV.1 12/2/09 REV.2 2/3/10 LATERAL LOADING FOR MECHANICAL UNITS Seismic: ASCE 7-05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) Component Definition: Table 13.6 -1 Category= Site Class (soil) = Ss = IP= Equipment is mounted on Wind Speed = Exposure = Category = Is this a Ixrricane prone region? Kd= Wind is The mechanical unit is MU Operating Weight = MU Height = MU Length = MU Width = Roof height above grand level = Building Width = Seismic Output ME -1) Air-side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other Table 13.6 -1 Mechanical and Electrical Components D 1.42 1.0 Roof 85 mph B NO 1.00 Normal to face Flexible 650 Iba 3.00 ft. 6.00 ft, 4.00 fL 24.00fL 100.00 ft. Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive F, = 1.00 Table 11.4 -1 SYS= 1.420 Sos = 0.947 ap/R,= 0.417 zrh = 1.0000 Fpu=1.6 *Ss i,'W,= 1.5152 FP„= 0.4'a,*Ss1,IR, *(1 +2z,b)W9 = 0.4735 F= 0.3 *Sos1p*W, = 0.2841 Wind Output Comparison: Pw design = F, design = F, design = z= 1= q:= (Khmer = (KAp.m = (qz)g= -d= Gr= = (q=)=JGrq= (qz)a, =ndGrG = Ar= Area Factor = q:GrGAr = = q.GrC,A F= 0.4735 0.3315 215 Ibs GRADE Sms = FaSs Section 11.4.3 (Eq. 1 .4-1) Sds = 2/3Sms Section 11.4.4 (Eq. 1.4-3) Table 13.6 -1 at roof level 'W, Upper bound (Eq. 13.3-2) 'WP Calculated (Eq. 13.3-1) 'W, Lower bound (Eq. 13.3-3) *W [U.3.0.] *W [A.S.D.] Working (0.7 factor ) .4 _Total Force [A.S.D.) 25.50 ft. (height at centroid of MU) 1 Table 6-1 1.00 Sec. 6.5.7.2 (Eq. 6-3) 18.50 1<z Sec. 6.5.10 (Eq.6-15) 0.70 Table 63 0.70 Table 6-3 12.96 psf Velocity pressure at height z above the ground 12.95 psf Velocity pressure at height h above the ground 1.439 Gust effect factor - Section 6.5.8 1.3 Net force coefficient from Fig. 6-21 24.24 psf ( Eq. 6-28 ) 24.22 psf ( Eq. 6-28 ) 18.0 sq.ft Projected area normal to the wind except where C, is speed for the actual surface area. 1.9 Section 6.5.15.1 830 bs ( Eq. 6-28 ) 4361m ( Eq. 6-28 ) 830 Ibs ,r_Total Force [A.S.D.] Fwind > Fseismic -. Wind Governs Lateral Design 830 Ibs [ASD] WIND LOADS & REACTIONS V ..\,„ o} T t°12 Pmt himdo = 1.50 ft. (height of lateral load) Go = 0.00 In. (holddown clearance) io = 4.00 ft. (length of holddam) MOT = 1245 bft [ASD] T = C = 311 Nu [ASO] Ts, = T- 0.6(Porz) [ASD Combo: 0.6D+W] = 1161bs [ASD] Therefore, design for 116 Iba net uplift at each end of the unit SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT SESIMC SHEAR ON EACH SIDE OF UNIT - WIND SHEAR ON EACH SIDE OF UNIT = MU Lateral - Basic WORKING [ASD] Olbs 116 lbs 1081b' 41516' ULTIMATE [USD] 0 lbs 206 Ibs 151 lb* 664 Ibs 5/17/2010 ASCE7 -05 MU Lateral T .. ' xls.s , r ". rPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -140 DATE: 05 -20 -10 PROJECT NAME: WESTOWER COMMUNICATIONS SITE ADDRESS: 44. EVANS BLACK DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B in 'vision r) Pc Wol`ICs Structural n Permit Coordinator A"^ kWCJ Ire Prevention 5 -- -t 0 0J.2- 4° P anning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05-25 -10 Not Applicable n 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 K Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 06-22-10 Not Approved (attach comments) n 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 Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Sunset Builders Inc UBI No. 600613578 Phone 2539398474 Status Active Address 3108 C St Se License No. SUNSEBI140L5 Suite /Apt. License Type Construction Contractor City Auburn Effective Date 6/25/1986 State Wa Expiration Date 1/13/2011 Zip 98002 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Knott, Franklin R &Nbsp; 01/01/1980 Amount Knott, Kristi A &Nbsp; 01/01/1980 CT0105314703702/15/2010 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 5 TRAVELERS CAS a SURETY 206085763 01/08/2002 Until Cancelled $12,000.00 01/11/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 12 OOHIO CAS INS CT0105314703702/15/2010 02/15/2011 $1,000,000.0002 /15/2010 11 OOHIO CABINS BL053147037 02/15/2007 02/15/2010 $1,000,000.00 01/26/2009 10 OOHIO CAS INS BL00553147037 02/15/2005 02/15/2007 $1,000,000.00 02/07/2006 9 MUTUAL OF ENUMCLAW INS CO PK83134 12/31/1999 02/15/2005 $0.00 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 06/23/2010 406 AS- 050510 w J U CC • > U 11- CJ ac wZ ov) No CO ACT ACOUSTICAL CEILING TILE JT JOINT ADJ ADJACENT / ADJUSTABLE LL @TE BY LANDLORD AT TENANT'S EXPENSE AFF ABOVE FINISH FLOOR LF LINEAL FOOT ALT ALTERNATE MAX MAXIMUM n n1 aLi !r,�!NU 1 °,1ECH MECHANICAL APPROX APPROXIMATELY MFR MANUFACTURER @ AT MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED B/S BUILDING STANDARD MTL METAL CAB CABINET MW MICROWAVE OVEN CLR CLEAR/CLEARANCE N NORTH 1 NEW CLG CEILING N/A NOT APPLICABLE CL CENTERLINE NIC NOT IN CONTRACT COL COLUMN NO NUMBER gg MM g10 OMMUNICATIN NOM NOMINAL MP TION NTS NOT TO SCALE CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OPNG OPENING CARPET OPP OPPOSITE CT CERAMIC /CONCRETE TILE ORIG ORIGINAL DIA DIAMETER PERM PERMANENT DIM DIMENSION PL PLATE DR DOOR PLAM PLASTIC LAMINATE DW DISHWASHER PLYWD PLYWOOD DWG DRAWING PR PAIR E EXISTING 1 EAST PTN PARTITION EA EACH R RADIUS / REMOVE I RELOCATE__ ELEC ELECTRIC RB RUBBER BASE ELEC'L ELECTRICAL REF REFRIGERATOR ELEV ELEVATION (VIEW) REINF REINFORCING EXIST EXISTING REQ'D REQUIRED EXTER FEIN F NISHIOR RM ROOM ON /REVERSE FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT S SOUTH FMC FLOOR MATERIAL CHANGE SCHED SCHEDULE FR FIRE RATED SC SOLID CORE FT FEET SECT SECTION FURN FURNISH / FURNISHINGS SIM SIMILAR GA GAUGE SPEC SPECIFICATION GALV GALVANIZED SQ SQUARE GD GARBAGE DISPOSAL STD STANDARD GL GLASS / GLAZING STL STEEL GWB GYPSUM WALL BOARD STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDW HARDWARE TEL TELEPHONE HM HOLLOW METAL TSG TEMPERED SAFETY GLASS HT HEIGHT TYP TYPICAL HVAC HEATING, VENTILATING, VCT VINYL COMPOSITION TILE AIR CONDITIONING VERT VERTICAL IN INCH W WEST INCL INCLUDE W/ WITH INSUL INSULATION W/O WITHOUT INT INTERIOR WC WALLCOVERING WC WOOD EXISTING TO REMAIN ALTER EXISTING -41111111 SCOPE 0 F WORK s 406 E\/ANS BLACK DRIVE BUILDING 406 EVAN S BLACK DRIVE TUKWILA , WASHINGTON 98188 � EXISTING STORY BUILDING "" � " (1) I ..�. TENANT IMPROVEMENT TO PART OF THE FIRST FLOOR FOR OFFICE USE TO INCLUDE DEMOLITION OF PARTITIONS AND DOORS, AND CONSTRUCTION OF NEW PARTITIONS, DOORS, SUSPENDED CEILING GRID AND TILE, LIGHT FIXTURES AND EQUIPMENT. AREA OF SUITE: 3,655 SQ.FT. OCCUPANCY TYPE: CHANGE OF USE FROM M- MERCANTILE TO B -0FFICE / S2 WAREHOUSE CONSTRUCTION TYPE: V -B SPRINKLERED BUILDING CODES: 2006 INTERNATIONAL BUILDING CODE (IBC) BUILDING ) 2006 INTERNATIONAL FIRE CODE (IFC) 2006 UNIFORM PLUMBING CODE (UPC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2008 NATIONAL ELECTRICAL CODE ICC /ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 WASHINGTON INDOOR AIR QUALITY CODE ASSESSOR'S PARCEL #: 02231000336 LEGAL DESCRIPTION 1 - -- ' s f I T • NO CHANGE TO BUILDING AREA / 0 CHANGE OF USE: M TO B OFFICE 405 SocEN1ERB�w 1 ■ Z 0 1.-= II ._ II w / S -2 (WAREHOUSE). EVANS BLACK DRNE W $ ■I a r` ' C ° PI_ •EXIT , Q 4,1 a W _ •EXIT . ' - I co I I I. I LONGEST COMMON PATH o z ¢ `° ■ I 1 Z I T ■ a OF TRAVEL: 29' -3" AREA OF WORK . o SITE 1 BAKER BOULEVARD ! I I 1 = I n U L ; C I I L l z I I \ II • EXIT ° i I ;' '" CONDITIONED ® ° , ° �� 1I , ill- I 1 MAP NOT TO SCALE - - - EXISTING WAREHOUSE I VI C 1 N I TY ■ ...4 o BUILDING AREAS cn • EXISTING OFFICE = 1,675 SF ( ±) NEW OFFICE = 1, 980 SF (±) TOTAL OFFICE = 3,655 SF (±) TOTAL EXISTING WAREHOUSE = 12,385 SF (±) THAT PORTION OF TRACT 3 OF PLAT OF ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING VOLUME 71 OF PLATS, PAGE 68 AND 69, IN KING COUNTY, WASHINGTON, DESCRIBED BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 3: THENCE SOUTH 01° LIMITS OF SAID TRACT 3, A DISTANCE OF 10.00 FEET; THENCE NORTH 88° 25' 27 TO THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND AS CONVEYED RECORDED UNDER AUDITOR'S FILE NO. 7109070112 AND THE TRUE POINT OF BEGINNING; WEST A DISTANCE OF 200.00 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN TO HUGH S. FERGUSON AND HIS WIFE JANE A. FERGUSON, BY DEED RECORDED THENCE NORTH 88° 25' 27" WEST A DISTANCE OF 201.01 FEET TO THE SOUTHEAST OF LAND AS CONVEYED TO H. JAY GOULD AND HIS WIFE LEOTA GOULD, BY DEED NO. 6050292; THENCE NORTH 01° 05 06" EAST A DISTANCE OF 200.00 FEET; THENCE DISTANCE OF 201.01 FEET TO THE TRUE POINT OF BEGINNING. PROJECT DIRECTORY TO THE PLAT RECORDED IN AS FOLLOWS: 05' 06" WEST, ALONG THE EASTERLY WEST A DISTANCE OF 175.00 FEET TO FRANK C. BUTY ET AL. BY DEED ' THENCE SOUTH 01° 05 06" TRACT OF LAND AS CONVEYED UNDER AUDITORS FILE NO. 6145317; CORNER OF THAT CERTAIN TRACT RECORDED UNDER AUDITORS FILE SOUTH 88° 25' 27" EAST A REVIEWED FOR f oO CO P IANCE `dO MPL APPROVED JUN 21 2010 AT City { ukwila BUILDING TOTAL EXISTING BLDG AREA = 16,040 SF ( ±) i EVANS BLACK DRIVE _ _ _ 0 CC U PAN C LOAD 1 ' 200 EXISTING NDSCAPING ° ° ° D TOTAL OFFICE SQUARE FOOTAGE 3,655 SF 1 100 o " 0 20 (100) OFFICE O.L.F. = 37 TOTAL WAREHOUSE SQUARE FOOTAGE 12,385 SF / 500 (500) WAREHOUSE O.L.F. = 25 KO ■ EXISTING EXISTING PARKING PARKING TOTAL (37 + 25) = 62 OCCUPANTS (2) EXITS REQUIRED; ITS PROVIDED -§ Q EXISTING OFFICE WAREHOUSE BUILDING 1111111111111111111111111 O3 11 EXISTING RING FIRST FLOOR PLAN - NORTH 2 ABBREVIATIONS 3 EXITING AND OCCUPANCY LOAD CALCULATION 1/16"=1'-0" NORTH 1 " =50' ��������������� 200 EXISTING STRUCTURE TENANT SEISMIC BRACING (BEYOND) PER 4/TI -1. WESTOWER COMMUNICATIONS ........... BUILDING REPRESENTATIVE "�, SITE DATA METAL CLIP - CONTINUOUS 2-1/2" x 1 -1/4" 25 GA. METAL �TRACK WITH (2) #10 SCREWS AT 24" O.C. ZONE: TUC TUKWILA URBAN CENTER METAL STUDS STAGGERED @ 8' -0" USE: OFFICE WAREHOUSE PERMITTED O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12' -0". ATTACH PARKING REQUIRED 6512 �m I k--' �'" fOR r ) .., r TATS OF W ON - F ,, +,. �,�, x SEISMIC BRACING (BEYOND) PER 4/TI -1. CDA GROUP 9539 NE FIRST STREET BELLEVUE, WA 98004 CONTACT: CHUCK DOLAND , ' TELEPHONE: 206 - 595 -3041 ' FAX: 425 -454 -7408 - EMAIL csdoland @seanet.com CONTRACTOR LINE OF CEILING TILES AND GRID BEYOND (SEE REFLECTED CEILING PLAN, 1/4" NON - COMBUSTABLE WOOD FILLER UNDER MAIN RUNNERS 1/8" BLACK FOAM TAPE, HOLD TO STRUCTURE ABOVE W/ HILTI OFFICE 311000 =11 STALLS POWER DRIVEN FASTENER 3/4" MIN. WAREHOUSE: 1/2000 = 7 STALLS #10 SCREWS TOTAL REQUIRED: 18 STALLS BACK 1/4 FROM EDGE OF TRACK (2) TOTAL EXISTING: 38 STALLS ` (BOTH SIDES) ,�_ j � . CONTINUOUS CEILING GRID I' CONTINUOUS 2 -1/2" x 1 -1/4" 25 GA. METAL TRACK WITH (2) #10 SCREWS AT 2V O.C. REVEAL BLACK) OR BUILDING DATA �'F- SYSTEM - DO NOT CUT) SCHEDULED CEILING TILE & GRID / I _ SEPARATE FACILITIES REQUIRED ONE LAVATORY & ONE WATER CLOSET IS REQUIRED FOR_ SEX. CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH SIDES OF PARTITION) :_ Marvin te� sociates/ LLC planning design p g g 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 EACH . ONE HIGH -LOW DRINKING FOUNTAIN IS REQUIRED. SUNSET BUILDERS 3108 C STREET SE AUBURN, WA 98002 LIC. #: SUNSEBI 140L5 DESIGNER (PAINT MATCH EXISTING CONDITION. (BOTH SIDES OF PARTITION) 5/8" FIRE RETARDANT PLYWOOD 1 LINE OF CEILING TILES BEYOND (SEE REFLECTED CEILING PLAN) PLANNING LINE OF (SEE REFLEICTED CEIIDLING PLAN) NOTES: 8 MAX 8' MAXI 8' MAX 8 MAXI 8' MAX 8' MAXX�TO 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. 2. PROVIDE BRACING AT ANY PERMANENT PARTITION THAT IS NOT ATTACHED TO CEILING GRID. NO changesban changes be madeto these without Planning .�4," N� - Ode:, 6M\ 0 1 1 END OF WALL BLOCKING AT WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR BLOCKING: Z 1 _,....1.7L1.- OMIT BRACING AT WALL LATERAL BRACING (STAGGERED) PER I MARVIN STEIN AND ASSOCIATES, LLC 2221 FIFTH AVENUE SEATTLE, WASHINGTON 98121 CONTACT: GEORGE GOODFELLOW PHONE: (206) 441 -1449 FAX: (206)441 -4361 EMAIL g•goodfellow@marvinstein.com STRUCTURAL ENGINEER 5/8" FIRE RETARDANT PLYWOOD , BLOCKING AT WALL HUNG ITEMS TOP OF WALL DETAIL ABOVE 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) -� DRAWING PLANS) LE REFER TO ALTERNATE FOR BLOCKING: (TYP.) LATERAL WALL BRACING PLAN VIEW NTS 20" WIDE SHEET METAL AT +40" FROM FLOOR TO BOTTOM LIEU OF WOOD HEAD SECTION DRAWN BY: LW (IN ;:j° EAD SECTION 4 PARTITION HEAD BRACING DETAIL NOT TO SCALE 5 SITE PLAN & SITE DATA CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS REQUIRED WITH HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT AT 5/8" GWB, TYPE 'X' EACH ENGINEERS NORTHWEST, INC., P.S. 6869 WOODLAWN AVENUE NE COATTLE, WASHINGTON 98115 CONTACT: DALE KAEMINGK, S.E. PHONE: (206) 525-7560 FAX: (206) 522 -6698 EMAIL: dalek @enwseattle.com FILE COPY Permit No., CHECKED BY: GG - 5/8" GWB, TYPE 'X' EACH SIDE 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS & 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONSTRUCTION MATERIALS & PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE & NATIONAL PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE & NATIONAL BUILDING JOB NO.: 10017.000 SIDE BASE, AS SCHEDULED. 24" O.C. OR SIMILAR. NO. REVISIONS INDICATED THUS n DATE BY FLOORING AS SCHEDULED (BOTH SIDES OF PARTITION) . / / (BOTH SIDES OF PARTITION.) EXISTING STRUCTURE PERMIT SET 05/18/10 LW um mu ! BASE SECTION CONTINUOUS 25 GA. METAL RUNNER CHANNEL, ANCHOR TO FLOOR AS I I MECHANICAL, PLUMBING, ELECTRICAL, & FIRE PROTECTION CODES. & FIRE CODES. - BASE, AS SCHEDULED. (BOTH SIDES OF PARTITION.) EXISTING STRUCTURE 2. M. P. & F.P. ALTERATIONS & CONSTRUCTION SHALL BE PROVIDED UNDER SEPARATE PERMITS. REQUIRED 2. THE GENERAL CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS STATED & DEPICTED WITHIN THE DESIGN DATA SHALL BE PROVIDED AS DIFFERED SUBMITTALS. CONSTRUCTION DOCUMENTS FOR THIS PROJECT. - (BELOW) BASE SECTION THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE & VERIFY ALL FIELD CONDITIONS PRIOR TO ORDERING REQUIRED. HILTI POWER DRIVEN FASTENER 3/4" MIN. EMBEDMENT AT 24" O.C. OR SIMILAR. 3. THE GENERAL CONTRACTOR SHALL RECONFIGURE ALL EXISTING DUCTS, PIPES, CONDUITS & FIXTURES TO 3. NOTE: ACCOMMODATE ALTERED CONSTRUCTION. MATERIALS OR COMMENCING THE WORK. SEAL BOTTOM OF WALL TO FLOOR SLAB USING ACOUSTICAL CAULKING. CONTINUOUS BOTH SIDES. 4. THE GENERAL CONTRACTOR SHALL REBALANCE THE HVAC SYSTEM. 4. ALL DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS & THESE DRAWINGS SHALL BE REPORTED TO MSA FOR CORRECTIVE ACTION PRIOR TO PROCEEDING WITH THE WORK. 5. THE GENERAL CONTRACTOR SHALL CLEAN ALL DIFFUSERS & GRILLS. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS (BIS) AS DEPICTED OR LISTED IN THE 6. THE GENERAL CONTRACTOR SHALL VERIFY & RELOCATE THERMOSTATS AS NECESSARY FOR ALTERED CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR THE BUILDING OWNER'S PROJECT MANUAL. ^ Plan review approval is subject to errors and omissions. App roval of construction documents does not authorize the violation any adopted code • r s i ? .. :. Receipt Of pro y F yj�� `+edged' By +\ - V n 2 -1/2" x 25 GA. METAL STUD AT 24' O.C. 5/8" TYPE 'X' GWB EACH SIDE. V n CONSTRUCTION. PLAN VIEW 2 -112" x 25 GA. METAL STUD AT 24" O.C. 5/8" 'X' TYPE X ' GWB EACH SIDE. 6. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS UNLESS NOTED 7. THE GENERAL CONTRACTOR SHALL ADJUST EXISTING SPRINKLER HEADS TO ACCOMMODATE ALTERED OTHERWISE. CONSTRUCTION. 7. ALL WALLS, PARTITIONS & CEILINGS SHALL BE INDEPENDENTLY BRACED AND SUPPORTED TO RESIST V - � .- c ;- : / Date: PLAN VIEW 8. CONSTRUCTION WORK SHALL BE CONFINED TO THE BUILDING INTERIOR & SHALL NOT CREATE DUST, DIRT OR SEISMIC FORCES. SUCH INCONVENIENCES TO OTHER TENANTS WITHIN THE BUILDING. 8. THE GENERAL CONTRACTOR SHALL PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.° City Of Tukwila p� r. BUILDING DIVISION SHEET INDEX V 9. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. 9. THE GENERAL CONTRACTOR SHALL ALIGN & FURR ALL INTERIOR PARTITIONS SO THAT FINISHES REMAIN 6 STANDARD TENANT PARTITION 1 -112" =1' -0" 7 EXTENDED PARTITION 1 -1/2" = 1' -O" FLUSH IN ROOMS & CORRIDORS REGARDLESS OF PARTITION WIDTHS. 10.CONSTRUCTION OPERATIONS SHALL NOT INVOLVE UNAUTHORIZED DISRUPTION OF HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS TO OTHER TENANT SPACES OR COMMON AREAS OF THE 10. PROVIDE LEVELING THROUGHOUT THE SPACE FOR PROPER INSTALLATION OF EQUIPMENT, PARTITIONS, Cl BUILDING. DOORS, GLUE -DOWN CARPET, ETC. TOLERANCE OF 1/2" WITHIN TEN FEET IS ACCEPTABLE. 11.THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 11. THE GENERAL CONTRACTOR SHALL REVIEW ALL REQUIRED SUBMITTALS & PRODUCT SAMPLES PRIOR TO SENDING (3) HARD COPIES TO MSA FOR REVIEW & COMMENT. 12.NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 12.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS & METHODS REQUIRED TO EXECUTE THE 13.THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY WORK. THE CONSTRUCTION DOCUMENTS DO NOT INCLUDE PROVISIONS FOR BUILDING POLICIES IN REGARDS NON- AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR TO ACCEPTABLE HOURS OF WORK, SAFETY, NOISE, CONSTRUCTION ACTIVITIES OR CONDUCT OF PERSONNEL. ACCIDENTS. REGULATIONS GOVERNING THESE ITEMS ARE TO BE SPECIFIED BY THE GOVERNING AGENCIES & BY THE BUILDING OWNER OR THE BUILDING OWNER'S AUTHORIZED REPRESENTATIVE. 14.N.F.PA. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 13. DO NOT SCALE DRAWINGS. 15.PROVIDE PORTABLE FIRE EXTINGUISHERS, HORNS, STROBES, ILLUMINATED EXIT SIGNS & RECONFIGURED 14. NO ALTERATION TO EXISTING STRUCTURAL ELEMENTS IS PERMITTED UNLESS SPECIFICALLY DEPICTED SPRINKLER HEADS ETC. PER THE INTERNATIONAL FIRE CODE (I.F.C.) OR THE LOCAL FIRE DEPARTMENTS WITHIN THE APPROVED CONSTRUCTION DRAWINGS. REQUIREMENTS. 15. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF SUBCONTRACTORS, TRADES, 16.THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED DELIVERIES, & STAGING OF MATERIALS ON SITE. 1/' & SHALL BE PACKED SOLID WITH MINERAL WOOL OR APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY LOCAL CODES. TENANT: /� V V E STOW E R COMMUNICATIONS + + _. 11 A + + j�j I ., TI -1 COVER SHEET & DETAILS TI -2 DEMOLITION & CONSTRUCTION PLAN RECEIVED TI -3 REFLECTED CEILING PLAN MAY 2 O 2010 TI-4 ELEC. /COMMUNICATIONS PLAN S -1 PARTIAL ROOF FRAMING PLAN PERMIT CENTER n 21/2' X 25 GA. STL. STUDS <>A 'X', / 5/8" GWB, TYPE TYP. \. il 1 1 STEEL TUBE BRACING - SEE ISOMETRIC BELOW PLAN N. 0 SHEET TITLE: COVER S H E ET & DETAILS ( ---- �. " 17.THE GENERAL CONTRACTOR SHALL REPLACE THE INTEGRITY OF RATED PARTITIONS COLUMNS & BEAM IF DAMAGED IN ACCORDANCE WITH LOCAL CODES. SEPARATE PERMIT REQUIRED FOR: M 9 X 31/2 X 2 X 3/16" METAL L EACH SIDE SECURED TO STEEL TUBE &ANCHORED TO FLOOR AS REQUIRED NOTE: REVISIONS ©� Plumbing Gas Piping B City of Tukwila U LDING DIVISION No changes shall be made to the scope of work without prior approval of Tukwila Build ng D v Si011. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 3 ��2� STEEL TUBE SUPPORT TO BE 10* MAX. HEIGHT FOR PARTITION ISOMETRIC I REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT mr. Mi. 1 I 8 1 PARTIAL HEIGHT-PARTITION NA 9 I NOT USED NA 1 01 HVAC & LIFE SAFETY NOTES NA 11 I GENERAL NOTES NA BY MS &A 2010. OF 4 J 3- w CO •- i a, cal Y cu > 0 0 0 m 0 w 0 E CD J -o �r- a)Ln I▪ C :F3 ¢ CO 0▪ o 3i E — i >N) II Ii c∎i� rn ai i 11-5 • 48.E 0L :I —cnox �Dl ,-Th L-3/ EXISTING TO REMAIN NEW CONSTRUCTION EXISTING WALKWAY DN CJ a 1 II OPENING @ 7' -0 " HIGH — I II 105 OPEN WORK 108 IAIc Vv/ov ■Di6 p\- nl.C,c u\J 2 I' 112-k16-1-- 112 1- ("t- • EXISTING CONDITIONED WAREHOUSE DEMOLITION & CONSTRUCTION LEGEND EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. NEW BIS TENANT INTERIOR PARTITION. SEE DETAIL 7/TI -1. NEW BIS EXTENDED PARTITION. SEE DETAIL 8/TI -1. NEW BIS 6' -0" PARTIAL HEIGHT PARTITION. SEE DETAIL 9/TI -1. ALIGN. DEMOLITION & CONSTRUCTION NOTES 1.ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY. 2.ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING MANAGEMENTS RULES & REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 3.THE GENERAL CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 4.THE GENERAL CONTRACTOR SHALL NOTIFY MSA OF ANY NON- AUTHORIZED STRUCTURAL ALTERATION. UNDER NO CIRCUMSTANCE SHALL ANY REINFORCING OF ANY KIND BE DAMAGED, CUT BROKEN OR ALTERED WITHOUT PRIOR APPROVAL FROM MSA & THE GOVERNING AGENCY. STOP ANY DEMOLITION WORK NOT PRE - APPROVED ON THE DRAWINGS WHICH AFFECTS THE STRUCTURAL INTEGRITY OF THE BUILDING IMMEDIATELY. 5.THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING OWNER / MANAGEMENT. 6.PROTECT ALL ITEMS, EQUIPMENT, FIXTURES & SURFACES NOTED TO REMAIN" DURING DEMOLITION. 7.A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING THE TENANT IMPROVEMENT DEMOLITION AND CONSTRUCTION. 8.ALL WALL IN FILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 9.DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT. 10. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING WALLS SHOWN TO REMAIN ADJACENT TO NEW CONSTRUCTION. 11. EXISTING WALLS, FIXTURES & CASEWORK TO REMAIN ARE SHOWN FOR REFERENCE ONLY. 12. INSTALL DOUBLE STUDS AT DOOR JAMBS & HEADERS. 13. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WALLS, SOFFITS & SURFACES SUSCEPTIBLE TO MOISTURE. 14. ALL DIMENSIONS INDICATED FOR PARTITIONS ARE FINISH SURFACE TO FINISH SURFACE UNLESS NOTED OTHERWISE. 15. ALL DIMENSIONS ON THE CONSTRUCTION DRAWINGS MUST BE MAINTAINED. ANY DISCREPANCIES BETWEEN THE DRAWINGS & ACTUAL FIELD CONDITIONS MUST BE REPORTED TO MSA FOR CORRECTIVE ACTION. 16. PROVIDE NEW RTU (ROOF TOP UNIT) PER STRUCTURAL DRAWING. SEE SHEET S -1. FLASH & COUNTERFLASH @ CURBING. 106 OFFICE LINE OF WORKSTATIONS 1 PER TENANT (TYP.) 5' -10" 103 FILES 10' -0" 104 OPEN WORK T � J aa... M 3' -0" 102 OFFICE o 11'-4" EXISTING ELECITEL. 5' -6" 100 IAIa 108 CONFERENCE 11' -0" EXISTING PLANTER r 101 —: OFFICE 10, -0" 100 RECEPTION EXISTING �\ ENTRY WALKWAY FIRST FLOOR PLAN 1/8" =1' -0" 0 5' 10' 20' 30' DOOR SCHEDULE NORTH 6 ", UNLESS OTHERWISE NOTED NOTES: DOOR NUMBER TYPE OF DOOR A. NEW B/S 3' -0" WIDE X 7' -0" HIGH SC WOOD DOOR IN B/S WOOD FRAME. MATCH EXISTING. HARDWARE a. B/S LATCHSET. b. B/S PRIVACY LOCKSET TO MATCH EXISTING. c. BIS LATCHSET & CLOSER. 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ON UNIT VERTICAL IN TWO UNITS HORIZONTAL (50- PERCENT SLOPE). CONSTRUCTION KEYNOTES OREVERSE DOOR SWING. PROVIDE NEW LOCKSET, CLOSER & HARDWARE. O PROVIDE NEW B/S "HI -LO" BARRIER -FREE WALL MOUNTED DRINKING FOUNTAIN. • RECEPTION DESK PROVIDED & INSTALLED BY TENANT. REMOVE EXISTING STOREFRONT GLAZING. PROVIDE NEW ± 12' -0" WIDE X 9' -0" HIGH INSULATED OVERHEAD DOOR. VERIFY SIZE. REVIEWED FOR CODE COMPLIANCE an VED Ju 1 21 2010 1 City of Tukwila BUILDING DIVISION RECEIVED MAY 20 2010 PERMIT CENTER 406 EVANS BLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 6512 ' • -e' STATE OF ASHINGTON Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: LW CHECKED BY: GG JOB NO.: 10017.000 NO. REVISIONS INDICATED THUS 0 DATE BY PERMIT SET 05/18/10 LW TENANT: WESTOWER COMMUNICATIONS SHEET TITLE: DEMOLITION & CONSTRUCTION PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -2 OF 4 MDl �El E3 Er6 EXISTING TO REMAIN EXISTING GRID & TILE 1 ALTERED LIGHTING LAYOUT I► 1 11 ) i .2. • = '1 106 J r (E) D 0 105. ® (E) Q EXISTING CONDITIONED WAREHOUSE O p • • .1 107. .TT :.n CEILING LEGEND i 1 EXISTING CEILING GRID AND TILES TO REMAIN. r - - - -i 1 O 0 (N) Ni4 NEW CEILING GRID AND TILES TO MATCH EXISTING. EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN. EXISTING LIGHT FIXTURES TO BE REMOVED OR RELOCATED. NEW OR RELOCATED BIS 2X4' RECESSED FLUORESCENT LIGHT FIXTURES. NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. EXISTING B/S 2'X4' RECESSED FLUORESCENT EMERGENCY LIGHT FIXTURES TO REMAIN. LAYOUT SHOWN IS CONCEPTUAL ONLY. NEW B/S RECESSED FLUORESCENT WALL WASHER. B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). VERIFY EXISTING (E) OR PROVIDE NEW (N ). NEW B/S LIGHT SWITCH. LIGHTING CALCULATIONS: AREA OF NEW & ALTERED OFFICE SPACE = 2,549 SF ALLOWABLE WATTAGE: 2,549 SF x 1.0 WATTS PER SF = 2,549 WATTS PROPOSED WATTAGE: (23) NEW OR RELOCATED 2'x4' FLUORESCENT FIXTURES @ 96W PER FIXTURE = 2,112 WATTS (2) WALL WASHER FLUORESCENT FIXTURES @ 26W PER FIXTURE = 52 WATTS TOTAL = 2,164 WATTS SUMMARY: PROPOSED WATTAGE IS LESS THAN THAT OF WATTAGE ALLOWED. REFLECTED CEILING NOTES ALIGN NEW CEILING / GRID WITH EXISTING (N) 108 11041 (N; e e b 0 fA- 7 100 CIE) 103 102 101 I r EXISTING GRID & TILE 1 ALTERED LIGHTING LAYOUT NEW GRID, TILE & LIGHT FIXTURES 1. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE ELECTRICAL CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUITS, PIPES, ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED. 2. GENERAL CONTRACTOR TO VERIFY EXISTING EMERGENCY EGRESS PATHWAY LIGHTING. DESIGN SHOWN ON REFLECTED CEILING PLAN IS CONCEPTUAL ONLY. EXISTING EMERGENCY PATHWAY LIGHTING TO REMAIN UNLESS NOTED OTHERWISE. PROVIDE ONE FOOTCANDLE OF ILLUMINATION AT THE EGRESS PATHWAY FLOOR LEVEL SUBJECT TO FIELD INSPECTION WHEN ALTERATIONS TO EXISTING EGRESS PATH OR EMERGENCY LIGHTING ARE REQUIRED. 3. THERE SHALL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF V.A.V. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES AND GRID OR EXTENDING ACT CEILING OR GWB CEILING AS NECESSARY TO MATCH EXISTING AS REQUIRED. 5. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTING AS DEFINED IN CHAPTER 12, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, WHICH CONTROLS THE LIGHTS INDEPENDENT OF THE GENERAL LIGHTING AREA PER 1513.3 OF THE WASHINGTON STATE ENERGY CODE. 6. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF FIRE SPRINKLERS DESIGN AND CONSTRUCTION. IN THE EVENT OF A CONFLICT REGARDING NEW LIGHTS, WALLS, SOFFITS, AND OTHER FIXTURES, THE SPRINKLER HEADS MUST BE MOVED. 7. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUTOFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS NOTE. SWEEP CONTROLLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. REFLECTED CEILING KEYNOTES OEXISTING SOFFIT TO REMAIN. 0 REMOVE EXISTING TRACK LIGHTING SYSTEMS. REPAIR CEILING GRID & TILE AS NECESSARY. FIRST FLOOR PLAN 118" =1-0" 0 5' 10' 20' 30' NORTH - REVIEWED FOR CODE COMPLIANCE APPROVED JUN 21 2010 City of Tukwila BUILDING DIVISION FACE OF WALL APPROVED SEISMIC CLIPS ATTACH PER MFR'S REQUREMENTS ti ANGLE OF WIRE FROM PLUMBLINE = 10° MAX. 6 6 #12 HANGER WIRE ANCHORED TO STRUCTURE ABOVE 1 HEAVY DUTY CROSS TEE SUSPENDED CEILING PANEL CEILING PERIMETER SEISMIC DETAIL N.T.S. / / / / / / / / / / / / / /, 1/8" DIA. X 3" CONCRETE EYE SCREW TO STRUCTURE (NO DRIVE PIN CONNECTION). VERTICAL WIRE HANGER-NO. 12 GAUGE @ 4' -0" O.C. OR NO. 10 GAUGE @ 5' -0" O.C. ALONG EACH MAIN RUNNER. HEAVY GAUGE WIRE "PIN ". VERTICAL STRUT STABLING BAR @ 12' -0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. HEAVY DUTY MAIN RUNNER AT 4' -0" O.C. (4) LATERAL SUPPORT WIRES AS NOTED (BELOW). VERTICAL STRUT FASTENED TO MAIN RUNNER. CROSS RUNNER CEILING SUPPORT DETAIL N.T.S. CEILING SUPPORT DATA: SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: A) 2006 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1613.1. B) ASTM C635 AND ASTM C636 (REFERENCED IN IBC 803.9). ASTM IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS. C) ASCE -7 -05 SECTION 13.5.6.2.2 (REFERENCED IN IBC 1613.1). ASCE IS AN ACRONYM FOR AMERICAN SOCIETY OF CIVIL ENGINEERS. D) CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3-4 (REFERENCED IN ASCE- 7 -05). SECTION 13.5.6.2.2). CISCA IS AN ACRONYM FOR CEILINGS & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. E) IBC 102.1 STATES: "WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE APPLICABLE." F) PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: 1) ONLY A HEAVY DUTY T -BAR GRID SYSTEM SHALL BE USED. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM A. 2) WIDTH OF A PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM B. 3) ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL ANGLE. POP RIVETS ARE ACCEPTABLE. ON THE OTHER TWO SIDES, THERE SHALL BE A% INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. A SCE -7 -05 SECTION 13.5.6.2.2, ITEM B. 4) ON THE OTHER TWO SIDES, THERE SHALL BE A % INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM B. 5) STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND /OR CROSS TEES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 4. 6) PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 2. 7) VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER - SLOPING WIRES ARE PROVIDED. 8) LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. CISCA GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES, SEISMIC ZONES 3 & 4, MAY 2004, INSTALLATION SECTION, ITEM 3. 9) CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM D. 10) FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM E. 11) CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM F. 12) CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. ASCE -7 -05 SECTION 13.5.6.2.2, ITEM G. 13) ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' O.C. ASTM C 636 ITEM 2.3.4. G) CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID AND UPGRADE TO CURRENT CODES AS NECESSARY. RECEIVED MAY 20 2010 PERMIT CENTER 406 EVANS SLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: LW CHECKED BY: GG JOB NO.: 10017.000 NO. REVISIONS INDICATED THUS 0 DATE BY PERMIT SET 05/18/10 LW TENANT: WESTOWER COMMUNICATIONS SHEET TITLE: REFLECTED CEILING PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -3 OF 4 LME, T 1 I I I DN DN f -1 EXISTING TO REMAIN EXISTING CONDITIONED WAREHOUSE J 0 0I r -r Ei* u i -1 ELEC / COMMUNICATIONS LEGEND ELEC / COMMUNICATIONS NOTES I© NEW B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET. b NEW BIS WALL MOUNTED COMBINATION VOICE/DATA OUTLET. ® NEW BIS POWER POLES. PROVIDE SERVICES SHOWN. ELEC / COMMUNICATIONS KEYNOTES OCOORDINATE WITH OWNER TO PROVIDE WALL MOUNTED FLUORESCENT LIGHT FIXTURE IF NECESSARY. 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), LOCAL ELECTRICAL UTILITY PROVIDERS REQUIREMENTS & THE APPROVED GOVERNING AGENCY. 2. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15° A.F.F. (AT BASE OF OUTLET) PER W.S.B.C. REQUIREMENTS U.N.O. 3. ALL DATA & COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING WITH PULL WIRE) U.N.O. 4. ALL ELECTRICAL OUTLETS, SWITCHES & COMPONENTS SHOWN ARE NEW UNLESS NOTED OTHERWISE. 5. THE GENERAL CONTRACTOR SHALL CHECK & MAINTAIN ALL EXISTING OUTLETS TO REMAIN AS ACTIVE OUTLETS UNLESS LOCATION CONFLICTS WITH NEW CONSTRUCTION OR LAY -OUT. PROVIDE NEW COVER PLATES & RECEPTACLES TO MATCH PROJECT STANDARDS (FINISH COLOR TO MATCH B/S U.N.O.). 6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL, LIGHTING & POWER POLE INSTALLATION WITH THE CASEWORK & FURNITURE SYSTEMS PROVIDERS. VERIFY WITH TENANT. FIRST FLOOR PLAN 1/8" =1' -0" 0 5' 10' 20' 30' NORTH REVIEWED FOR CODE COMPLIANCE APE) (WED J:::1 21 2010 City of Tukwila BUILDING DIVISION RECEIVED MAY 20 2010 PERMITCENTER X06 EVANS BLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 Marvin Ste planning sociates, LLC design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: LW CHECKED BY: GG JOB NO.: 10017.000 NO. REVISIONS INDICATED THUS A DATE PERMIT SET 05/18/10 TENANT: WESTOWER COMMUNICATIONS SHEET TITLE: ELEC. /COMMUNICATIONS PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. TI -4 OF 4 FLASHING PER ARCH J FLASHING PER ARCH J 0 0 0 N 0 0 0 1 _ 0 cV N CO N 0 N 125' -4" 18' -0" 18' -0" 22' -4" 22'-4" 22' -4" 22' -4" NEW MECH UNIT CENTER OVER BEAM A -1 B -1 (E) 2x12 0 24 "oc (E) 2x12 ® 24 "oc 18' -0" 18' -0" 22' -4" 22' -4" 125' -4" 22'-4" 22' -4" PARTIAL FRAMING PLAN Q =1%-o" 0 0 REVIEWED FOR CODE COMPLIANCE DOKInVED "I �-' •� 1 2010 City of Tukwila UIWWING DIVI,SIGII NEW MECH. UNIT LAG SCREW PER SECTION B 1 NEW 2x12 BLKG. EXIST. 2x12 0 24 "oc SIMPSON A35 EA. SIDE EA. END SECTION A -1 r_o" NEW MECH. UNIT LAG SCREW CORNER & R 18 "oc ALL AROUND EXIST. 2x12 0 24 "oc SECTION B -1 i" = 1 , —O„ RECEIVED MAY 20 2010 PERMITCENTER 406 EVANS BLACK DRIVE BUILDING 406 EVANS BLACK DRIVE TUKWILA, WASHINGTON 98188 Marvin Ste .sociates, LLc planning design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: CHECKED BY: JOB NO.: 10- 000037 NO. REVISIONS INDICATED THUS A DATE 05 -17 -10 TENANT: WESTOWER COMMUNICATIONS TUKWILA, WA. SHEET TITLE: PARTIAL ROOF FRAMING PLAN REPRODUC110N, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS&A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2010. OF 1