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HomeMy WebLinkAboutPermit D10-356 - T-MOBILE - TENANT IMPROVEMENTT- MOBILE 17401 SOUTHCENTER PY SUITE 121 D10 -356 City oilI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: iittp: //www.ci.tukwilu.wa.us DEVELOPMENT PERMIT Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Project Name: T- MOBILE Permit Number: D 10 -356 Issue Date: 02/08/2011 Permit Expires On: 08/07/2011 Owner: Name: WINNERS 3 LLC Address: 117 E LOUISA ST #230 , SEATTLE WA 98102 Contact Person: Name: LYN DAVIES Address: 75 60 ST SW , WYOMING MI 49548 Contractor: Name: Address: Contractor License No: Phone: 800- 285 -7866 EXT 1 Phone: Expiration Date: DESCRIPTION OF WORK: TENANT ALTERATION OF EXISTING SPACE Value of Construction: $95,000.00 Fees Collected: $2,348.99 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: 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 doc: IBC -7/10 D10 -356 Printed: 02 -08 -2011 Permit Center Authorized Signature: • • Date: 8---(1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit..) Signature: Z Date: 2 i l Print Name: / ; 5„),,,/; 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: 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: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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 Thkwila. 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is doc: IBC -7/10 D10 -356 Printed: 02 -08 -2011 calculated at one extinguisher for each 1,50 ft. of area. The extinguisher(s) should be o All Purpose" (2A, 20B:C) dry chemical type. Travel distance t fire extinguisher must be 75 or less. (IFC ) (NFPA 10, 3 -2.1) 15: Portable fire extinguishers, not housed m 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 nun) 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) 16: 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) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and inunediately 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: 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) doc: IBC-7/10 D10 -356 Printed: 02 -08 -2011 30: All new sprinkler systems and all modif ons to existing sprinkler systems shall have 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). 31: 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. 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: 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). (IFG 505.1) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 42: ** *PLANNING DEPARTMENT CONDITIONS * ** 43: All signage, including temporary and permanent window signage, shall comply with the Tukwila Sign Code. See redlined sheet A2. doc: IBC-7/10 D10 -356 Printed 02 -08 -2011 f h el CITY OF TUKILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.ce tukwdn. win :is 1 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. 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: I 7 Q r SO V 4rl C PN y[. r I" w / Tenant Name: 7 /1/1 ab l I e Property Owners Name: IA.), ,1 h / 5 3 / L L• C- Mailing Address: 1/ 7 L La L'/ 5 i J t. ''O King Co Assessor's Tax No.: 2 4130 q u-o Suite Number: /�! Floor: / New Tenant: ....Yes .. No Srsl /f /e c,)/9 ` /3 /o / City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: Zyh V a l e a 7J (nD /h :5t J�J E -Mail Address: 1 y 4:-"pie c� / � l on� e' %'nil /9 • (a Al Day Telephone: (00 2 J i 2 8 x/ ( /'f ry State Zip Fax Number: (49/6 1/ £73 (( GENERAL CONTRACTOR INFORMATION - (('ontractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) /o he (it/col/614 Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: lcl^ /(o 6/ J J C o /194/al e col / I l C Al 4 Pl ci I C A I l e V , ��� a,(d c r ,Lc /, j0/la/af 47- J. J y City / / State Zip Day Telephone: % , f' (� ? �e� '/.. Fax Number: / &2 7'7:5 T'Z ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: 7) t?jJ r1 t . Mailing Address: .7} > (tit P Of f t f it /Lw/ Contact Person: / `i 2{' ? rl d0 n 14 gill /19‘t bb E -Mail Address: o / /l.! y-e f (I`''(t0 n f2e n a e (0 -n 30C) efin -ev /)e TX 7loOW City State Zip Day Telephone: �U8 (7 I-/ p -29. 0 �fJl`� Fax Number: � 7 / ` 8`7 / / H:\Appluat of Wmm,- Applications On Line \2010 Applicaho isl7 -2010 - Pemtt Applicationdoc Revised 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATI .- 206- 431 -3670 Valuation of Project (contractor's bid price): $ '54 00 Existing Building Valuation: $1 ryScope of Work (please provide detailed information): ten art * a % kit 7i p r1 f Y 16- A 2f) fieeTe (' Will there be new rack storage? ❑ Yes 1].. No If yes, a separate permit and plan submittal will be required. Provide AU 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 that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HALARDOUS MATERIALS: ViSprinklers Cire 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 Sa etv Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County I lcalth Department. HAAppli�tio s -Apples tans On Line\2010 Applicxnom17 -2010 - Paned Appl.nnan doc Revised 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I'd Floor iCril 19x1 h)al 11)1 0 /11 2"1 Floor 3'd Floor Floors thn Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HALARDOUS MATERIALS: ViSprinklers Cire 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 Sa etv Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County I lcalth Department. HAAppli�tio s -Apples tans On Line\2010 Applicxnom17 -2010 - Paned Appl.nnan doc Revised 7 -2010 bh Page 2 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 105.3.2 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). 1 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 OWNER OR 111110 D AGENT: Signature: aAl I '&..: Print Name: Mailing Address: Date: /) / 2 7// Day Telephone: egC' O `� � �) g 66 X/ L'OyQ1i4 .4i/ yg �y ty Stale Zip Date Application Accepted: (1 ` f O Date Application Expires: ( 10_ ( Staff Initials: u t,Q n \Applwenorn\FOrms- Applications On Line\2010 Applications V-24310 - Permit Application doc Revised_ 7 -2010 hh 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: hitp://www.ci.tukwilawa. us Parcel No.: 2623049120 Address: Suite No: Applicant: T- MOBILE 17401 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -356 ISSUED 12/30/2010 02/08/2011 Receipt No.: R11 -00237 Initials: WER User ID: 1655 Payee: Payment Amount: $1,425.40 Payment Date: 02/08/2011 11:31 AM Balance: $0.00 MDS BUILDERS INC TRANSACTION LIST: Type Method Payment Check Authorization No. ACCOUNT ITEM LIST: Description Descriptio Amount 31765 1,425.40 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,425.40 1,420.90 4.50 rinn. Raipint -OR PrintM n2 -nR -2011 • City of Tukwila Department of Community Development 6300 Southcentcr Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: ht/p://www.ci.iukwi lawe'. us RECEIPT Parcel No.: 2623049120 Permit Number: D10-356 Address: 17401 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 12/30/2010 Applicant: T MOBILE Issue Date: Receipt No.: R10 -02592 Initials: User ID: Payee: WER 1655 PRECISION PERMIT SERVICE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7695 923.59 Authorization No. ACCOUNT ITEM LIST: Description Account Code Payment Amount: $923.59 Payment Date: 12/30/2010 02:32 PM Balance: $1,425.40 P:,AN CHECK - NONRES 000.345.830 Current Pmts 923.59 Total: $923.59 doc: Receipt -06 Printed: 12 -30 -2010 INSPECTION RECORD Retain a copy with permit r4 --3S, 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 Proj �` ` r ({— �5, � Type of Inspection: F-, tilA4 Buis (✓..fi)'/1 6 Address: )174Qt 5Cf �� Y Date Called: Special Instructions: J S _ °( 0 i / 53- ) Date Wanted — I (( !; a.m., p.m. Requester: Phone No: V ( i I i t 7( Approved per applicable codes. Corrections required prior to approval. COMMENTS: / ..,n ,j !c r' .11 , ,.� s 1 ! A '. C ".1 V ( i I i t 7( Inspector: Date: 1 C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1:71/a Type of Inspection: /7 Address: /7%/ 5.e. . Py Date Called: ..� Special Instructions. Date Wanted: ( n Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ertizol61 1f 441, rocti Ir GoNOcIrf Inspector: Date: DZ l g fI n REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTI N NO. INSPECTION RECORD Retain a copy with permit D -3550 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proiest*._ , i f ' Al ....o : ( e Type o Inspection: Address: irl-/ 3 ( S r pA-r i. LI Date Called: 4 N ir 4 -fi C.,.. L er t---, ) Special Instructions: \ Date Wanted 2-(7 -1/ a.m. Requester: Phone No: /5? Approved per applicable codes. OCorrections required prior to approval. COMMENTS: 1 ,Lt 1 - I,. Date*? ) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431 -3670 Pro ecx - -- \ Q Type of Inspectio ( - r(, n: ,COt v 6 . L Address: 1'14 o 1 56- Date Called: pecial Instructions: G1t/- — &Au ,- _ uc,". A.4 d"-1 1 L�6L f 1Gt'���t u-V 2 .. r o, . i* x 1{ 'Cy46Ce. _ at Wanted: (/ , " l �j i f a m„ p.m. quester. v_ . > Phone No" �� 2 -3tS/3. ef-d- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,1 °r v_ . > . i ' 1 '� ` i �i - o ( i INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proms t I --- /A O S, � Type of Inspection: .S 05 • C 1----, Address: t r � � Date Called: Special Instructions: 111 Date Wanted, �+ ' rl � „---' a.m., Requester: Phone No: 113-412_31 Approved per applicable codes. Corrections required prior to approval. ->,i'> COMMENTS: Q-7-1‘ Al prb J, 1 6 1 - (_ '27 ) ' ( %' , l '{' ( O .! 1)i 1 InspeFtor: Dat n REINSPECTION FEE REQUIRED. h or 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 P- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pro-35.4, Project: dMv�,1P Type of Inspection: , r .4K., Address: ! ril° S'l * I ( 4 Date Called: Special Instructions: i Date Wanted: Z < C . -' 9 (( p.m. Requester: Phone No: ri3 — .1Z/ -3' ) Approved per applicable codes. Corrections required prior to approval. COMMENTS: c.A�- Date:, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. hire Needs Shift Ins n: Sprinklers:. Fire Alarm: onit pr: Prre -Fire: Permits: ' Occupan y Yom; j Rll�`x FEE 1Eil�T, You: receive an invoice from the City of Tukwila Fine Department. Call ie lea ns . Word/Inspection Record FormrI.Doc 1/13/06 T.F.D. Form F.P. 113 ;RMIT NU RS 444 Ando r Park East, ita Ufa. 98188 for to approval. Needs Shift Insl on: Sprinklers: Fire Alarm: Monitor: Fire: its: Permits: :RED.. You wig receive an invoice from the City of Tukwila f=inance Department. Cat ord/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I B 2006 Seattle Nonresidential Ener• Code Com • Iiance Form Lighting Summary LTG -SUM Revised Dec 200 Project Info Project Address T_,,le Date 12/23/2010 17401 Southcenter Parkway 4121 For Building Department Use FILE COP Tukwila, WA 98188 Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address' 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817 -410 -2858 Project Description • New Building ❑ Addition 2 Alteration ❑ Plans Included other controls, and commissioning See SEC Section 1513 for automatic daylighting. occupancy sensor, Compliance Option 0 Prescriptive C Lighting Pourer 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 ❑ Less than 60% of the fixtures new. installed wattage not increased. & space use not changed Maximum Allowed Lighting Wattage Location (floor /room no ) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area 1st Floor Sales 1.50 1316 1974 1st Floor Stockroom 0.50 562 281 1st Floor Restroom / Fitting Rooms 0.80 122 98 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Interior Watts 2353 ores: 1 Use manufacturer's listed maximum input wattage For hard -wired ballasts only. Proposed Lighting Wattage (Interior) the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. 3 L. For exempt lighting. not exception and leave Watts/Fixture blank Location (floor /room no) e',r,r Fixture Descriy +.n — 1-''64( Number of Fixtures Watts/ Fixture Watts Proposed bt�F v:ASy,It �' Sales Area B - Recessed Downlight h� .) en 28 39 1092 Sales - Display f B - Recessed Downlight (Exemp - x 13 Note 2006 SEC does not allow trading between covered parking and ext Itg Total Allowed Covered Parking Watts Garage Proposed Watts may not exceed Allowed Sales Area A - Recessed Downlight (Exemp,all+-"� , a_dr' .�z.1b 3 ;_L. Fixture Description Sales Area -e J 2. C - Recessed Downlight ,. Ar 5 70 350 Stock Room El - Linear Fluorescent yam.' 0 15 W/ft2 . ,\ 4 64 256 Stock Room E2 - Linear Fluorescent JJ 1 64 64 Restrm /Hallway F - Linear Fluorescent J 5 64 320 Interior Proposed Watts may not exceed Total Allowed Total Proposed Interior Watts 2082 Maximum Allowed Lighting Wattage (Exterior Location Description Allowed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 0 2 W /ft2 FEB 07 2J11 0.2 W/ft2 'LC Note 2006 SEC does not allow trading between covered parking and ext Itg Total Allowed Covered Parking Watts Garage Proposed Watts may not exceed Allowed Open Parking T/��', ., 0 15 W /ft2 ;_L. Fixture Description Outdoor Areas Watts /Fixture 0.15 W /ft2 Bldg. (by facade)' 0 15 W/ft2 Bldg (by perm)' 7.5 W /If hgo either the facade arts or the perimeter method. but not both) Total Allowed B dg. Exterior Watts 111ElAlrn PAw tr in); ttage (Exterior) se mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only. the default table in the NREC Technical Reference Manual may also be used. L�> anu 13 Garage Fixture Description Number of Fixtures Watts /Fixtur: i!►1�.. to I . :<t?: FEB 07 2J11 'LC 30 2010 Garage Proposed Watts may not exceed Allowed Total Proposed Covered Parking t. ii..!i T/��', ., L•4 - Ilk 1 ..,- ;_L. Fixture Description Number of Fixtures Watts /Fixture Watts Proposed 2006 Seattle Nonresidential Ener• Code Com .fiance Form Lighting Summary (back) 2006 Seattle Nonresidential Energy Code Compliance Forms LTG -SUM Rev,sed Dec 2C07 Prescriptive Spaces Occupancy: 0 Warehouses storage areas or aircraft storage hangers QOther QQualification Checklist Note If occupancy type is "Other' and fixture answer is checked the number of fixtures in the space is not limited by Code Clearly indicate these spaces or plans If not a jalified do LPA Calculations Lighting (Section 1521) i i Check if 95% or more of fixtures comply with 1.2 or 3 and rest are ballasted 1 Fluorescent fixtures which are non - lensed 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 lamps. and d) hard -wired elec- tronrc dimming ballasts Screw -in compact fluorescent fixtures do not qualify 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Li htinst Power Allowance (LPA Use' LPAz (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions. museums, banks. churches) 0 95 ((1.0)) Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1 0 Courthouse 1.2 Police and fire stationsr 1 0 Cafeterias, fast food establishments5. restaurants/bars- 1.3 Post office 1 1 Dormitory 1 0 Retail1''. retail banking. mall concourses wholesale stores (pallet rack shelving) 1.5 Exercise center 1 0 School buildings (Group E Occupancy only). school classrooms, day care centers 1 2 Gymnasia , assembly spaces 1.0 Theater. motion picture Theater. performing arts 1.2 1.6 Health care clinic 1.0 Hospital. nursing homes. and other Group 1 -1 and 1 -2 Occupancies 1 2 Transportation 1 0 Hotel /motel 1.0 _ Warehouses' . storagee areas Workshops 0 5 1 4 Hotel banquet /conference /exhibition hall`1 2 0 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1 8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only Manufacturing. facility 1.3 Main floor building lobbies3 (except mall concourses) 1 2 Museum 1.1 Common areas. corridors, toilet facilities and washrooms. elevator lobbies 0 8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically. the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table See Section 1512 for exempt areas 2) The watts per square foot may be increased. by two percent per foot of ceiling height above twenty feet. unless specifically directed otherwise by subsequent footnotes 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces. such as seating and common areas. use the Unit Light Power Allowance for assembly 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet 6) Reserved 7) For conference rooms and offices less than 150f12 with full height partitions. a Unit Lighting Power Allowance of 1 10 w/ft2 may be used 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000. the Unit Lighting Power Allowance for the court area is 2 60 W /fl' . 10) Display window illumination installed within 2 feet of the window. provided that the display window is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft` of merchandise display luminaires are exempt for individual tenant spaces less than 3,000 gross square feet and 1 2 W/ft2 for larger tenant spaces provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into 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). c) fitted with LED. tungsten halogen. fluorescent. ceramic metal halide. or other high intensity discharge lamps This additional lighting power is allowed only if the lighting is actually installed 11) Provided that a floor plan, indicating rack location and height. is submitted. the square footage for a warehouse may be defined for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks The height allowance defined in footnote 2 applies only to the floor area not covered by racks 2006 Seattle Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Seattle Nonresidential Energy Code Compliance Forms Reused Dec 2007 Project Address x- Mobile Date 12/23/2010 The following information is necessary to check a permit application for compliance with the lighting. motor. and transformer requirements in the 2006 Seattle Nonresidential Energy Code Applicability (yes. no. n.a) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type. indicate locations E_1 yes 1513 2 Area controls Maximum limit per switch E -1 n.a. 1513 3 Daylight zone control Schedule with type and features. indicate locations n . a . vertical glazing Indicate vertical glazing on plans n . a . overhead glazing Indicate overhead glazing on plans yes 1513 4 Display /exhib /special Indicate separate controls E_1 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n.a. (b) photocell Indicate location 1513.6 Inter auto shut -off Indicate location n . a . 1513 6 1 (a) occup sensors Schedule with type and locations yes 1513 6 2 (b) auto switches Schedule with type and features (back -up. override capability); Indicate size of zone on plans E -1 yes 1513 7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 Max. watts 'Indicate watts for each exit sign IE -1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1530 Lighting Power For incandescent luminaires. provide calculations based on the maximum labeled wattage of the fixture (not the lamp) For track lighting, provide calculations based on 50 W /foot of track or the actual luminaire wattage, whichever is yes 1531 Interior Lighting Summary Form Completed and attached Schedule with fixture types. lamps, ballasts. watts per fixture n . a . 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types. lamps ballasts. watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp. rpm. efficiency I I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers 'Indicate size and efficiency I If "no" is circled for any question, provide explanation: CARUSO TURLEY SCOTT consulting structural engineers YpUit ..t1:1 :N . rl..I: LIIi41.1ti PARTNERS Richard D Turley. PE Paul G. Scott PP. SF Sandra J. Herd "! SF Cnris J Atkinson. PF. 5� rhorras R. Morn:, i'l- Richard A Dat•Irra.lr Pt 12'5 W Rio Salado Pkwy Suite 200 Tempo. AZ 85281 T (480) 7/4 1/00 F. (480) 7/4 1701 www ctsar corn Job No. 10 -961 Sheet No 1 By KAR FILE COPY Permit No., CLIENT: FITCH 16435 N. Scottsdale Rd. Scottsdale, AZ 85254 PROJECT: T- Mobile T.I. — S41.A43 Southcenter & Minkler Tukwila, WA e... :,..... Date 12 / 2010 \A-ONTO Q•' 4'1 - 2....• GENERAL INFORMATION: BUILDING CODE: REVIEWED FOR CODECOMPLIANCE A PM :HIVED FEB G 7 2u11 City of Tukwila BUILDING DIVISION Coly v+nerVk' 1 t 9 t t CORRECTION bLo3s(o �t s RECEIVED JAN 25 2011 PEW CENTER w CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rlo Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480 - 774-1700 F: 480. 774-1701 Job Name T- Me V% le. Job No. 1 O — 9 to t Sheet No. By I1CA'R Date \2110 t.PIf; I've x 45. Q►. "vbi i I I • i I I i �i . 1 1 i :; ri-;,,,-1-k,72-4it - , .. , t ' . ....... r " - ."1- - Ill f l 1 f 1 - 1 i i'' j • • : ; 1 • %'4243 - 11i:1,_ r �..i. . l i . r.. . _ -I .. ie:�i """I+ri 1 I I, c.a►1 i 1 } • _ . { I 1 i .. • .; . 1 I 1 ; I 1, y;� I 1. I . , , y • . . • , • •f�� ±w..._i i . : i 1 I re'. .. - a }_ {._1 --'_ • ._- I i .+ •._'L' 1 I :- M1i I, J .f i. -� ... - I1 — • l i y 4-1 -: I -. ■ 1. - ! ; • , .. !• �. ._IL _ ..: �' .� .4 - 1- : _:...__ ' ��.. .. } I 1 i 1 : .:. . l..1 -1 • ::: ,.:: ; : I ! • , r -Lr 4. - 1 ■ T . ' ' j. .; . 1 .1 .... I. 4 1 1 , ... . 1 . „ , . , 1- _... j._-.:._i_i'": CARUSO TURLEY SCOTT, INC. 130 S PRIEST DRIVE TEMPE, AZ 85281 (480)774 -1700 (480)774 -1701 Rev. 580001 IlUser: KW- 0600624 We 5 8.0. 1 -Dec -2003 (c) 1963.2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Single Span Beam Analysis Job # Date: 8:17AM, 21 DEC 10 Page 1 t- mobile.ecw Calculations 3 Description Existing Demising Wall Studs With Shelves General Information Center Span 19.08 ft Moment of Inertia 1,000.000 in4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin -Pin Uniform Loads On Center Span... On On Left Cantilever... On Right Cantilever... # 1 0.010 k/ft # 1 k/ft # 1 k/ft IMoments Magnitude -0.06 k -ft ✓ -0.06 k -ft ✓ -0.06 k -ft t✓ -0.06 k -ft Location 1.750 ft 3.000 ft 4.250 ft 5.500 ft Magnitude -0.06 k -ft t/ k -ft k -ft k -ft Location 6.750 ft k -ft ft ft Query Values Center Location Moment Shear Deflection Summary Moments... Max + © Center Max - (11) Center at Left Cant © Right Cant Maximum = 0.000 ft 0.00 k -ft 0.08 k 0.00000 in at 7.88 ft 0.00 k -ft at 0.00 ft 0.00 k-ft 0.00 k -ft 0.63 k -ft Left Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Shears... (g3 Left (al Right Maximum Deflections... Center © Left Cant. Right Cant Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... 0.08 k © Left 0.11 k ® Right 0.11 k -0.001 in at 9.41 ft 0.000 in at 0.00 ft 0.000 In at 0.00 ft 0.08 k 0.11 k 1 Project: Model: Existing Demising Wall R1 2001 NASPEC w /2004 Supplement 19.08 ft Section : 600S125 -27 Single C Stud (X -X Axis) Maxo = 445.6 Ft -Lb Moment of Inertia, I = 1.097 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Date: 12/21/2010 Unif Ld Ib/ft -I R2 Fy = 33.0 ksi Va = 348.8 lb Mmax Mmax/ Mpos Bracing Ma(Brc) Mims/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 628.2 1.410 628.2 Full 445.6 1.410 1.273 U180 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd 7 R1 131.7 1.00 NA 0.0 NA YES R2 131.7 1.00 NA 0.0 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstlffen Stiffen R1 131.7 0.0 1.00 0.38 0.00 0.14 NA R2 131.7 0.0 1.00 0.38 0.00 0.14 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max Allow Ld Span (Ib) KyLy KtLt KUr (Ib) P /Pa Center Span 320.0 (c) Third -Pt Third -Pt 202 484.9 (c) 0.66 CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe. AZ BS281 T: 480- 774 -1700 F:010-774-170 Job Name T— M elm ►1*.. Job No. 10 x(01 Sheet No. 5 By Date 12.110 ,iT . .l �: j i -.s.. ,. ' • 111 -Mtn I. II : { • ; � � I � � 1 . i ' 1 , " ., {. C 1 Gn,�'i ,rte1 . 1 .i I. .. i 1 ► I y- j Ta r r f • il r ��-k�q I CS ii- _,: 1-1 ' I :.l 1.__ ; i ! i I S t ' } I.. 1 1 • I 1S1' - -19 . . . 1 :y . . 1 I . ImP : .:I :1_ • I 1 :M �, ..y' "nil « 1 i i ; � I_'.i .111 ..+ I � I 1 i... .. • : ■ I : ..:. ' • :. � , . t 1 • : .. :.: � . . . - . , I 1 .• .i ! : 1 . . — . _ _. .. ; • ' • ; . ` : ;. ' � .t.i.:.:. I -T- . -} • - . • .: I ` . ..-i _.. :- ���tA1r - r � '- I ; Nr............. I I I .. r r ._ . i- 1 ;. , • -I ;- ! - -I i • �. 1 . - 1 ■ {. -1 • - -- - '- -- - 1 ��Mtd����rMl . 1.1; - --- - -- i j...� _ . ; ... - -,- - CARUSO TURLEY SCOTT, INC. 130 S PRIEST DRIVE TEMPE, AZ 85281 (480)774 -1700 (480)774 -1701 Rev 580001 -- L User: KW- 0600624 Ver5 8 0.1- Dec -2003 (c)1983 -2003 ENEhCALC Englneenng Software Title : Dsgnr: Description : Scope : Single Span Beam Analysis Job # Date: 8:39AM, 23 DEC 10 Description New Furring Wall With Shelves [General Information Page 1 1- moile.ecw Calculalrorn Center Span 11.00 ft Moment of Inertia 1,000.000 in4 Left Cantllover ft Elastic Modulus 29,000 ks1 Right Cantilever ft Beam End Fixity Pin -Pin [Moments Magnitude 0.06 k -ft 0.06 k -ft 0.06 k -ft 0.06 k -ft Location 1.750 ft 3.000 ft 4.250 ft 5.500 ft Magnitude 0.06 k -ft k -ft k -ft k -ft Location 6.750 ft k -ft ft ft [Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.03 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 In 0.00000 in Summary Moments... Max + © Center Max - @ Center @ Left Cant @ Right Cant 0.05 k -ft -0.12 k -ft 0.00 k -ft 0.00 k -ft Maximum = 0.12 k -ft at 1.74 ft at 6.77 ft Shears... © Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 0.03 k 0.03 k 0.03 k Reactions... @ Left @ Right 0.000 In at 6.50 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft 0.03 k -0.03 k Project: Model: New Furring Studs R1 2001 NASPEC w/2004 Supplement 11.00 ft Date: 12/23/2010 Section : 362S162 -33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, l = 0.551 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 1023.6 Ib Unif Ld Ib/ft C 7 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 121.0 0.274 121.0 Full 440.9 0.274 0.162 U814 Combined Bendlna and Web Crippling Reaction or Load Bmg Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (In) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 44.0 1.00 165.2 289.1 0.0 0.14 No R2 44.0 1.00 165.2 289.1 0.0 0.14 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 44.0 0.0 1.00 0.04 0.00 0.00 NA R2 44.0 0.0 1.00 0.04 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (In) Max Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (Ib) P /Pa Value Center Span 320.0 (c) None None 214 520.1 (c) 0.62 0.91 qt 2001 NASPEC w12004 Supplement Project: Date: 12/23/2010 Model: ."B R1 R2 12.25 ft Section : 362S137 -33 Single C Stud (X -X Axis) Fy = 33.0 ksi Maxo ¢ 382.4 Ft -Lb Moment of Inertia, I = 0.479 in "4 Va = 1023.6 Ib Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 0.0 0.000 0.0 Full 382.4 0.000 0.000 U0 Combined Bending and Web Crippling Reaction or Load Bmg Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (In) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 0.0 1.00 165.2 289.1 0.0 0.00 No R2 0.0 1.00 165.2 289.1 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (In) Max Allow Ld intr. Span (Ib) KyLy KtLt KUr (Ib) P /Pa Value Center Span 88.0 (c) None None 293 304.0 (c) 0.29 0.29 s • January 20, 2011 Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Attn: Dave Larson, Senior Plans Examiner RE: T- Mobile 17401 Southcenter Parkway Development Permit Application Number D10 -356 Dear Mr. Larson, The following are responses to your comments issued on January 12, 2011. Comment 1: Structural calculations were provided for some shelving. i was unable locate the shelving these calculations apply to and there are no details on the plans for construction. Please add specific details for construction and call out the applicable shelving on the fixture plan. These construct plans should be stamped by the engineer as well. The calc package references 2007 IBC. however there never was a 2007. The calcs should reference the 2009 iBC. Response: Per telephone conversation with Mr. Larson on 1/19/11, it was explained to him that there are not really shelves it is part of the fixture. See elevations E6 and B6 on sheet A -5. The coversheet of the structural calculations have been revised to reflect the 2009 IBC and 4 wet signed copies of the cover sheet have been provided. Comment 2: Please change code references to 2009 on sheet A -0 with the exception of electrical which is 2008 NEC. Our barrier free codes include 2009 IBC and ANSI A117.1 2003. Response: Per telephone conversation with Mr. Larson on 1/19/11, Mr. Larson indicated that he will correct the codes on sheet A -0 to reflect the correct codes and year(s). If you have any questions or would like to discuss this response. please feel free to contact me at (480) 998 -4200. spectfully Sub itted, END OF RESPONSE LETTER Shane olnar Studio Director CORRECTION LTR# �! Duo -3510 RECEIVED JAN 25 2011 PERMIT CENTER • City obi II January 12, 2011 ep Lyn Davies Precision Permits 75 60th St SW Wyoming, MI 49548 rtment of Community Development RE: Correction Letter #1 Development Permit Application Number D10 -356 T- Mobile — 17401 Southcenter Py — Suite 121 Jim Haggerton, Mayor Jack Pace, Director Dear Ms. Davies, This letter is to inform you of corrections that must he addressed before your development permit can he approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning. and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 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 he 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, Bill Rambo Permit Technician enel File No. 1)10 -356 W ''Fenno Centel +Correciton I.etteis%2010'0)10 -3 c6 (rniecuun Lettet I)OC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I / Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 7, 2011 Project Name: T- Mobile Permit #: D10 -356 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. Structural calculations were provided for some shelving. 1 was unable locate the shelving these calculations apply to and there are no details on the plans for construction. Please add specific details for construction and call out the applicable shelving on the fixture plan. These construct plans should be stamped by the engineer as well. The talc package references 2007 IBC, however there never was a 2007. The talcs should reference the 2009 IBC. 2. Please change code references to 2009 on sheet A -O with the exception of electrical which is 2008 NEC. Our harrier free codes include 2009 IBC and ANSI A117.1 2003. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PERMIT PLAN REVIEW 1NG SLIP ACTIVITY NUMBER: D10 -356 DATE: 01 -25 -11 PROJECT NAME: T- MOBILE SITE ADDRESS: 17401 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # l Revision # After Permit Issued DEPARTMENTS: Duilding uIIvlslon 411 Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Planning Division Permit Coordinator DUE DATE: 01 -27-1 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-24 -11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: Documents/roating slip doc 2 -29 -02 "tiomi ULM It • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -356 DATE: 12 -30 -10 PROJECT NAME: T- MOBILE SITE ADDRESS: 17401 SOUTHCENTER PY — SUITE 121 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: V tt' ding uivision uolic Works Fire Prevention IM Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01-04-11 Not Applicable n 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-01-11 Approved Approved with Conditions Not Approved (attach comments) \g Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections. DocumenasIroutng s p dor. 2 -28 -02 Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials • City of Tukwila REVISION SUBMITTAL 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: January 21, 2011 Plan Check/Permit Number: D10 -356 aResponse to incomplete Letter H 4 - Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T- Mobile Project Address: Contact Person: 17401 Southcenter Parkway Lyn Davies Summary of Revision: Please see attached letter. Phone Number: (800) 285 -7866 5.1011 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit lCenter by: Entered in Permits Plus on -) 11 Apphcano.•Pornn- Appllewaun Chi 1 inr ?OM Apphcduons.7 -2010 - Res,sion Subrnillal doc (',raltd 1. 0.2004 Re' Iscd ' -2010 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lai 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 Phone Address Suite /Apt. City State Zip County Business Type M D S BUILDERS INC 5612418990 2200 Corporate Blvd Nw STE 100 Boca Raton FL 33431 Out Of State Corporation Parent Company SAME UBI No. 602678169 Status Active License No. MDSBUSB930B4 License Type Construction Contractor Effective Date 2/7/2007 Expiration Date 1/10/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MDSBUBT904MMMD5 BUILDERS OF TEXAS INC Construction Contractor General Unused 7/21/2010 7/21/2012 Active Business Owner Information Name Role Effective Date Expiration Date BAUMANN, JAMES E President 02/07/2007 Bond Amount SPEEDY, MARK D Vice President 02/07/2007 W150081669 PAIN, DAVID D Secretary 02/07/2007 01/12/2011 PAIN, DAVID D Treasurer 02/07/2007 01/12/2011 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 2 OLD REPUBLIC SURETY CO W150081669 01/06/2011 Until Cancelled $12,000.00 01/10/2011 1 OLD REPUBLIC SURETY CO 0FL 562218 01/19/2007 Until Cancelled 05/04/2008 512,000.00 02/07/2007 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 AMERISURE MUTUAL INSURANCE COM GL2014932080010 10/09/2010 10/09/2011 $1,000,000.0001 /10/2011 1 AMERISURE MUTUAL INS INS CO GL201493203000610/09/2006 10/09/2007 $1,000,000.00 02/07/2007 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/Printaspx 02/08/2011 AT SOUTHCENTER & MINKLER SAP #8541 17401 SOUTHCENTER PARKWAY SUITE #121 TUKWILA, WASHINGTON 98188 TOTAL LEASED AREA: TOTAL RETAIL AREA: TOTAL INCIDENTAL USE AREA: 1,999 SQ. FT. 1,306 SQ. FT. 693 SQ. FT. TENANT IMPROVEMENT GLOBAL DESIGN CONCEPT Project #TMO10051 ORIGINAL ISSUE - 12.23.10 c H Kevin T. Evernham RA AIA 16435 North Scottsdale Road Suite 195 Scottsdale Arizona 85254 T +1 480 998 4200 F +1 480 998 7223 www.fitch.com 9926 KEVIN T. EVERNHAM STATE OF WASHINGTON PLANNING APPROVED No changes Can be made to these plans without approval from the Planning Division of DCD t Approved By:, J V% 4 Date: SEPARATE PERMIT REQUIRED FOR: mechanical Electrical I 'lumbing GiMas 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 fees. Permit No. copy PI ^n review approval is subject to errors and omissions. /, :? p royal of construction documents does not authorize f: ,' v;olation of any adopted code or ordinance. Receipt c: approved Fi Copy and conditionsis acknowledged: fyl REVIEWED FOR CODE COMPLIANCE FEB 0 7 2011 �l- UAL City of Tukwila BUILDING DIVISION By. Date: 2.z f City Of lbkwila BUILDING DIVISION X10 -356 ECEOVED DEC 3 0 2010 PERMIT CENTER Ei•mi 01'08'35" E 1 \ 1 \ •NEW POL LI6HIT S 88'51'25" .38' \ \ \ \ \ \ \ \ PEAKS TOP 7 \ \ \__ NEW POLE LIGHT t COMMON ACCESS %RIVE ESMT. gt M 0 O 0 LS =38sf 1 EXIST. PKG. - NOT A PART OF PROPERTY BUT USEABLE JOANN FABRIC BORDERS BOOKSTORE EXIST. ASPHALT ELEV. = 31.2' D —1 rn rn K L__J 1'1 I \ 1 MATCH LANDSCAPE I / ACROSS ESMT. DR. 1 n 1 \ CD p EXIST. F.H. (r) 1 0 \ Z � 1 '10 \ �Z 1 \ 1\ \MATCH LANDSCAPE CROSS ESMT. DR. SZNRS 6 I �jp j APP Rai( f ?WE. UE 1v. LC FLUSH W/ EXIST. PAVEMENT (3/A1.1) J RELOCAIEO P`(1-01,1 FOR PARKP1.AC S ER NOTE: GROUND AND BUILDING MOUNTED UTILITIES LOCATED AND SCREENED TO MINIMIZE THEIR EXIST. PKG. - APPEARANCE IN THE LANDSCAPE. NOT A PART OF PROPERTY BUT USEABLE PLAZA AREA TO MATCH ADJACENT CENTER BLDG. SLAB ELEV. = 29.0' \ \ \ SIDEWALK SITE CROSS- SECTION PARKING /DRIVE A -A LANDSCAPE SCOW: SOUTHCENTER PRKWY SIDEWAY ■ 1 1 1 1 1 1 1 1 1 1 1 ■ 1 s 1S6T samscfNr�R PKWY >x .a€�fio BAYER.` W 0 Harr' ;j BLVD' r.. S:..1 67TH 178114 ST ■ 1 VICINITY MAP SC -3 RETAIL BUILDING SITE AREA: 47,694sf BLDG. AREA: 16,781sf ON SITE PARKING: 90 CARS LANDSCAPE AREA: 4,774sf ± SITE FLAN 20' 10' 0' 1 " =2Q'- 17401 SOUTHCE \TER PAR <WAY 20' NOTES: 1. PYLON SIGN SUBJECT TO SIGN CODE. 2. HEIGHT OF PYLON SIGN NOT TO EXCEED 30' A.F.G. 3. SITE LIGHTING 9 BOLLARD LIGHTS @ 100W EACH = 900W 7 POLE MOUNTED SHOE BOX LIGHTS @ 400W EACH = 2,800W TOTAL WATTS = 4,100W, 4. MAXIMUM ALLOWABLE WATTS @ 0.20W /SF = 5,476W 1 LANDSCAPE CALCULATIONS: 15' PERIMETER LS REQUIRED = 2,255s.f. PERIMETER LS SHOWN = 2,576s.f. PARKING LS REQUIRED IN FRONT /SIDE = 72 STALLS x 15s.f. = 1,080s.f. PARKING LS SHOWN = 1,461sf (NOT INCLUDING 15' FRONT YD. LANDSCAPING) PARKING LS REQUIRED IN REAR = 18 STALLS x 10s.f. = 180s.f. PARKING LS SHOWN = 737s.f. TOTAL LANDSCAPE REQUIRED = 4,453s.f. TOTAL LANDSCAPE SHOWN = 4,774s.f. 1 1 ■ LEGEND 0- WALL MTD. UP /DOWN ARCH. PATHWAY LIGHT 0-0 SITE POLE LIGHT 0 TRASH RECEPTICLE ® BENCH 1 1 m 1 LANDSCAPE PLANTER BOLLARD LIGHT BIKE RACK bio 35(p REVIEWED FOR CODE COMPLIANC E PPPAVED FEB 0'7 2011 City of Tukwila BUILDING DIVISION M'o ECE' V ED DEC 30 2010 PERMIT CENTER °9 n n ?° cow o ! .a, D 1 REV. NOTCH LOCATION PERMIT RESUBMITTAL REV. SITE & LANDSCAPE CALCS. REV. BLDG. & SITE PERMIT SUBMITTAL c CD L 1.0d-MCV•— c 04 -030 job no. PTK drawn checked Q I r".. N } o 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u,S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. I; CONSULTING ENGINEER co o CO L. tai 2 am C 2 C C CO a .� �.t N fp S C 0 CD im p aC +1411 4A e. Vf 1- Z 0 W ce W JQ 1-• 0 0 9926 m N ,— 0 Obi N -iS cLLL � N Lel co • coo c o a, u oft Z 4V' E 111 he C t0 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: NTS DRAWN BY: acs PROJECT No.: TMOIOO5I A -0 1 I 2 3 4 I 5 6 't 8 q 10 I 11 I 12 AB ANCHOR BOLT FLASH FLASHING OPP OPPOSITE ACT ACOUSTICAL CEILING FLUOR FLUORESCENT ACC ACCESSORY HUTCH FOC FACE OF CONCRETE P PAINT AW ACOUSTICAL FOS FACE OF FINISH PL PLATE WALLCOVERING FOS FACE OF STUDS P. LAM, ACOUST ACOUSTICAL FOW FACE OF WALL PL PLASTIC LAMINATE ADJ ADJACENT, FR FIRE PLAS PLASTER ADJUSTABLE RATED /RETARDANT PLYWD PLYWOOD AHJ AUTHORITY HAVING FRP FIBERGLASS PNL PANEL,- PANEL BOARD JURISDICTION REINFORCED PP PREFINISHED PANELS AL,ALUM ALUMINUM POLYESTER PANEL PR PAIR PROJ PROJECT ALT ALTERNATE FRT FIRE RETARDANT PROP PROPERTY AP ACCESS PANEL TREATED P.T. PRESSURE TREATED APPROX APPROXIMATE FT FOOT, FEET PT POINT ARCH ARCHITECTURAL FURR FURRING PTD PAPER TOWEL AW AWNING FABRIC DISPENSER G GROUT PTN PARTITION B BASE GA GAUGE PWR POWER BD BOARD GALV GALVANIZED BG BUMPER GUARD GB GRAB BAR QT QUARRY TILE BLDG BUILDING GEN GENERATOR QTY QUANTITY BLK BLOCK GL GLASS BLKG BLOCKING GND,GRND GROUND R RISER BM BEAM GWB GYPSUM WALLBOARD RAD, R RADIUS BOT BOTTOM GYP GYPSUM RD ROOF DRAIN REFL REFLECTED CAB CABINET HB HOSE BIBB REINF REINFORCED CB CONCRETE BLOCK HC HANDICAPPED REQ, REQD REQUIRED CEM CEMENT HD HEAD RESIL RESILIENT CER CERAMIC HDWE HARDWOOD RF RESILIENT FLOORING CF CONCRETE FINISH HDWR HARDWARE RM ROOM CG CORNER GUARD HM HOLLOW METAL RO ROUGH OPENING CJ CONTROL JOINT HORIZ HORIZONTAL RWL RAIN WATER LEADER CKT CIRCUIT HR HOUR CL CLOSET HT HEIGHT . S SOUTH CLKG CAULKING HVAC HEATING, SC SOLID CORE CLG, CEIL CEILING VENTILATING, AIR SCHED SCHEDULE CLR CLEAR CONDITIONING SD SOAP DISPENSER CMU CONCRETE MASONRY SECT SECTION UNIT ID INSIDE DIAMETER SF SQUARE FEET COL COLUMN IN INCH SH SHELF COM CUSTOM HUTCH INSUL INSULATION SHT SHEET CONC CONCRETE INT INTERIOR SIM SIMILAR COND CONDITION SL SLIDING CONSTR CONSTRUCTION JAN JANITOR SPEC SPECIFICATION CONT CONTINUOUS JHA JURISDICTION HAVING SQ SQUARE CONTR CONTRACTOR AUTHORITY SST STAINLESS STEEL CORR CORRIDOR JST JOIST ST STAIN CPT, C CARPET JT JOINT STD STANDARD CT CERAMIC TILE STL STEEL CTR CENTER KIT KITCHEN STOR STORAGE KP KICK PLATE STRUCT STRUCTURAL D DOWN SUSP SUSPENDED DET DETAIL SYM SYMMETRICAL DIA DIAMETER LAM LAMINATE, LAMINATED DIFF DIFFUSER LAV LAVATORY T TILE DIM DIMENSION LL LANDLORD TEL TELEPHONE DISP DISPENSER LT LIGHT TELCO TELE— DO DOOR OPENING COMMUNICATIONS DR DOOR M MOLDING TEMP TEMPERED DWG(S) DRAWING, DRAWINGS MACH MACHINE THK THICK, THICKNESS DWR DRAWER MATL MATERIAL TMO T— MOBILE MAX MAXIMUM TOS TOP OF STEEL E EAST MECH MECHANICAL TOW TOP OF TISSUE EA EACH MEMB MEMBRANE TT TOILET TISSUE EIFS EXTERIOR INSULATION MET, MTL METAL DISPENSER FINISH SYSTEM MFR MANUFACTURER TYP TYPICAL EJ EXPANSION JOINT MH MANHOLE EL, ELEV ELEVATION MIN MINIMUM UNF UNFINISHED ELEC ELECTRIC, ELECTRICAL MIR MIRROR UON UNLESS OTHERWISE ELEV ELEVATOR MISC MISCELLANEOUS NOTED EMER EMERGENCY MO MASONRY OPENING ENCL ENCLOSURE M/R MOISTURE RESISTANT VCT VINYL COMPOSITION EQUIP EQUIPMENT MTD MOUNTED TILE EWC ELECTRIC WATER MTG MEETING, MOUNTING VERT VERTICAL COOLER MUL MULLION VEST VESTIBULE EXH EXHAUST VWC VINYL WALLCOVERING EXIST EXISTING N NORTH EXP EXPANSION, EXPOSED NEO NEOPRENE W WEST EXT EXTERIOR MC NOT IN CONTRACT W/ WITH FA FIRE ALARM NO NUMBER WC WALL COVERING, FB FLAT BAR NOM NOMINAL WATER CLOSET FD FLOOR DRAIN NTS NOT TO SCALE WD WOOD FDN FOUNDATION WDO WINDOW FE FIRE EXTINGUISHER OA OVERALL WF FEC FIRE EXTINGUISHER OBS OBSCURE WM WAD 0 FLOOR F MAT CABINET OC ON CENTER W/O WITHOUT FIN FINISH OD OUTSIDE DIAMETER WP WATERPROOF FIX, FIXT FIXTURE OFF OFFICE WR WATER RESISTANT FL, FLR FLOOR OPNG OPENING WT WEIGHT ITEM LOCAL INTERNATIONAL NOTES A. ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES HAVING JURISDICTION. B. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE BUILDING MANAGEMENT'S RULES AND REGULATIONS. i - ' C. MODIFICATIONS TO THE BASE BUILDING STRUCTURE, CORE AREAS AND UTILITY SYSTEMS ARE NOT IN THIS CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS OR AS REQUIRED TO COMPLETE THE WORK INDICATED ON THESE DRAWINGS. D. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND PAY FOR ALL FEES, CHARGES AND PERMITS REQUIRED AS WELL AS FOR HAULING, RIGGING AND TRANSPORTATION CHARGES.. E. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR (HEREINAFTER REFERRED TO AS THE AGREEMENT ) WITH CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY AND OTHER CONDITIONS). DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE AGREEMENT, OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE AGREEMENT. F. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTORS. PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, G. THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND (1) BETWEEN THE ARCHITECT AND CONTRACTOR, (2) BETWEEN THE OWNER AND A SUBCONTRACTOR! OR SUB— SUBCONTRACTOR, OR (3) BETWEEN ANY PERSONS OR ENTITIES OTHER THAN THE OWNER AND CONTRACTOR, H. EXECUTION OF THE CONTRACT BY CONTRACTOR IS A REPRESENTATION THAT THE CONTRACTOR HAS VISITED THE SITE AND HAS BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY ALL'. EXISTING CONDITIONS BEFORE COMMENCING WORK AND SHALL NOTIFY ARCHITECT AND /OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM ACCOMPLISHING THE INTENT OF THE DRAWINGS. I. THE TERM "WORK" MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR PART OF THE PROJECT. J. G.C. SHALL NOT CUT OR DISTURB EXISTING STRUCTURAL SYSTEM. THE G.0 SHALL X— RAY /PACHOMETER SLAB TO DETERMINE IF POST TENSIONED SLAB OR IF DESIGN IS IN CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN THE FOLLOWING OCCURS: • TENANT SPACE IS LOCATED IN A SECOND FLOOR • LOWER LEVEL EXTENDS BELOW THE TENANT SPACE • ABSENCE OF STRUCTURAL DRAWINGS FROM ARCHITECTS AND /OR LANDLORD • ABSENCE OF STRUCTURAL DRAWINGS INCLUDED WITH CONTRACT DOCUMENTS • G.C. SHALL ONLY INCLUDE AN ALLOWANCE IN HIS BID FOR THE X RAY /PA (HiYOPMETER WHEN ANY OR ALL OF THE ) 1. BUILDING IS SPRINKLERED, GC TO PROVIDE SPRINKLER DESIGN/ BUILD DRAWINGS BY A / CERTIFIED SPRINKLER INSTALLER AND OBTAIN PERMIT, 2, PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 3, PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 4, GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND /OR INSTALL ANY SMOKE DETECTION AND /OR FiRE ALARM CONNECTORS AS REQUIRED PER GOVERNING MUNICIPALITY. PROVIDE DESIGN BUILD DRAWINGS FOR SEPARATE APPROVAL, 5. PROVIDE ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION. PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION, 6 PROVIDE FIRE DAMPER WITH FUSIBLE LINK WHEREVER DUCT WORK PENETRATES 1 —HR WALL, UNLESS OTHERWISE NOTED. 7. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE SPACE IS OCCUPIED. 8, DURING CONSTRUCTION, THE GENERAL CONTRACTOR IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 —A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE, 9, CONTACT OPERATING MANAGER REGARDING FIRE ALARM REQUIREMENTS AND INSTALLATION. INSTALLATION AND DEVICES AT GC'S EXPENSE, TENANTS SPACE MUST MEET A,D,A. FIRE ALARM REQUIREMENTS. 10. PROVIDE CONCEALED SPRINKLER HEADS, FINISH TO MATCH CEILING COLOR, PROVIDE PENDANT TYPE FOR OPEN CEILINGS, DOOR MARK T- MOBILE USA (TENANT) GENERAL CONTRACTOR LOCAL ARCHITECT OFFICE ATR1ST DESIGN co HAMBERGER(HARO) ZUMTOBEL Z7 —I DOOR 0 SHEET NOTES CONSTRUCTION WOK: BASIC CONSTRUCTION WORK - POS (PUBLIC) AREA • SEE CATEGORIZATION OF WORKS ON BOQ = BACK OFFICE CONSTRUCTION WORK • FIXTURE / FURNITURE TAG PROPERTY RELATED CONSTRUCTION WORK • FF&E - FURNITURE, FIXTURES & EQUIPMENT: FLOORING • REVISIONS WOOD BASE • • DOOR MARK p—I LIGHT FIXTURES • FIXTURES • EXTERIOR SIGNAGE • INSTALLATION WITH LOCAL PARTNER EXISTING DOOR BACKLIT FIXTURES • — co PARTITION KEY ` INTERIOR SIGNAGE • ORIGINALLY MANUFACTURED BY ALPHASIGNS BACK CONSTRUCTIONS BY M +B Al X MULTIMEDIA: j MULTIMEDIA CONTENT DEVELOPMENT • PARTITION TYPES MULTIMEDIA HARDWARE AND SOFTWARE • HARDWARE PURCHASED LOCALLY _________— COLUMN REFERENCE GRIDS PROJECT MANAGEMENT, PROJECT DOCUMENTATION DESIGN PLANNING, PROJECT MANAGEMENT • Gil FIRE DEPT. NOTES ARCH LICENSING, CONSTRUCTION DOCUMENTS • ENGINEERING • OR INTERIOR ELEVATION INDICATOR — !� OTHER: SALES STATION IT EQUIPMENT • P I ri OR BACK OFFICE STATION IT EQUIPMENT • • BACK OFFICE FIXTURES • W P -2 FINISH WALL B RB-1 BASE FINISH F VCT-1 : FLOOR FINISH "' DWG. # DRAWING TITLE FINISHES = SECTION - =` NUMBER — 11.1 ARCHITECTURE SECTION SHEET COVER A-0 COVER ARCHITECTURAL DATA SHEET E9 GENERAL NOTES NUMBER - DETAIL � NUMBER NOTES: - UNLESS OTHERWISE NOTED, ALL CONSTRUCTION IS BY GENERAL CONTRACTOR - "OWNER" SHALL MEAN T- MOBILE OR T- MOBILE VENDOR, *OWNER OWNER SUPPLIED / OWNER INSTALLED - REQUIRES G.C. ASSISTANCE FOR INSTALLATION * *OWNER (INSIDE EDGE) IS RESPONSIBLE FOR ALL FLOOR PREP MATERIALS AND ADHESIVES PER MANUFACTURE'S SPECIFICATIONS. A -1 EXIST. COND & DEMOLITION PLAN CONDITION CLIENT (OWNER): A -2 FLOOR PLAN DETAIL � i � SHEET DETAIL NUMBER A-3 REFLECTED CELNO PLAN T - MOuIIe 12920 SE 38th STREET, 4th FLOOR BELLEVUE, WASHINGTON 98006 Ii LANDLORD CONTACT: A-4 FIXTURE PLAN A-5 EXTERIOR AND NTERIOR ELEVATIONS A-6 ADA ACCESSIBILITY DETALS DI ABBREVIATIONS D3 GRAPHIC D4 RESPONSIBILITY MATRIX A A -7 DETALS SYMBOLS WINNERS 3, LLC 117 E LOUISA STREET SUITE 230 SEATTLE, WASHINGTON 98101 CONTACT: CHRISTIAN SCHOFIELD ARCHITECT OF RECORD: •"`'•.., , 1. ...:,':: , a3 . i -,. _.i:. ..A ;,: k: .i , #, s._.,. itlttl f 1 PROJECT DESCRPTION:... TENANT W PROVEPAENT ENGINEERING MOBLE PHONE & SERVICE SALES (RETAIL) 2. PROJECT LOCATION:. SOUTHCENTER & NNICLER E -1 LIGHTNG FLOOR PLAN E -2 POWER FLOOR PLAN & SCHEDULES »» ».»»« » « . 17401 SOUTHCENTER PARKWAY SUITE #121 TUKWILA, WASHINGTON 98188 3. GOVERIMEIG CODES. ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED E-3 LEGENDS AND ONE—LINE SOUTHCENTER & MINKLER 13 o o ®�0 �� © TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER , , . •,, Co JU. :. BUILDING: 20e6--INTERNATIONAL BUILDING CODE' J1IG, AAD: RiCH, Inc d/b /a FITCH 16435 NORTH SCOTTSDALE ROAD •UITE 195 .HONE: 480.98.200 HONE: 480.998.4200 FAX: 480.998,7223 ARCHITECT OF RECORD: KEVIN EVERNHAM NCARB AIA EMAIL: kevin.evernham@fitch.com STUDIO DIRECTOR: SHANE MOLNAR EMAIL shane.molnar®fitch cam ENGINEERING FIRM: 1 M6 J .. .. ... .,.. ....:: . ,. ,.. . 1,, . :.. � -,.•.. .v .. . .. '.: :...._..:, :.r . ,h . , ...:..: .....:. . ._ . :. . .. „; qr`Y � rr._ . . •_.. _ .. , .. . .r. .r • 54 ... �3_ .:. - ..,9 i' ,..,,...:.. MECHANICAL: 22006 INTERNATIONAL MECHANICAL CODE , PLUMBING: +2.6@6 UNIFORM PLUMBING CODE Uc 2� 7 ELECTRICAL NATIONAL ELECTRICAL CODE ' 2O ,2..1.155 ENERGY 2006 INTERNATIONAL ENERGY Jn • CONSERVATION CODE HANDICAP: CURRENT ADA 5.: • t . .. : • , P :. .- . FIRE 2606— INTERNATIONAL FIRE CODE /J cONSTRUCTiON TYPE.. . ,� .,, �{ . _ tt��t� „ . _ _ .. _ .:r r / � _ { ,.., r._< ....._. ,........ . , . Iq,: ... + „ ... ... ._ t . ,, . � ,- ,. . -. t ,> r,,,_ Y ,. .. •. . , ._. .:::. 4 r ,, �, 3,,.., .'.'.. ?'' > ,..., . '.,r, t,: ;„ t ,, Het hts, ,. ,. , , ', .. :.; :>< ., .::,: .._. 1 :. ,.,: , -. ,.p :.'^..'. { ., -'.:. ' i.: ...- . r. ,::. .. ,,. t„ ..,.: t....... : .. �• ,...: .. .. :::. ..... : , 4 � :: �: • :, �. _ • ..:,. ;. F ..... .,. .,, rr ..,1:., c :., .. , -. ,- .I , _,,.. .F.r:., } , ,.:, . -, , ..... t ;:: ., :.,.. ._ ,., :.a ,:..:. 4 ::. .,. ,.....:.. ,.. 1$�.. .. ,..'..::. ::.,. , { se C .. r� . ; ,,, .,. ,. , , _, ,_ _._ � , ,. r., ,,^ , , . f/ ..... ,, _ .. :,:. x.,_ ,, :,. . .- :..r. Sk .:.,...,. ,..•..,- ><.«,..r._:.:,:.. r,. -.: ..:__ .. ,.. ,. .._.. - a. n.:; , r P , . ,. .k.. , _.., ., '..... .:.... 7 t St ... ,. ... r ::, , ....,., :.:. .i: ...r3. .::: '- ., .....,.. . , . P'. r: , !u ,.� ..r,_�.� .,,.. ,.... , ., .. -, S. 8D1ty E,t,,.... � _ , . :.. „r <_. , _ _. 1: >., a ,'•'.:,.,:.., { 'O � ... ,,r _ � .,�, . a. II B FULLY SPAIN ..RED . M (MERCANTILE) 5. OCCUPANCY: ( 3 iA .. '. :. r r ,,_ :. DON PENN LTIN EN INEER o coNS G 635 WESTPORT PARKWAY SUITE 300 GRAPEVINE, TEXAS 76051 PHONE: 817.410.285 8 FAX: 817.251.8411 PROJECT CONTACT: BRANDON BAWNGER E—MAIL bbalhn er®cJon enn.com 9 P 0 FEB 2011 !! Bu y3_ .MaMjckan t1!t11 ,(u` .T, A - 4•• i { .'.< �.: t t: i � ,.i.•'A r ,.. .�• • _ „t � . , 4. � sk �..... ;„ ,y3 t . , ,€� ,, :.. , _,. , r �� ,, _. t.,. l -. f., .. : :.lS.r 'i�.: : 1 h. .... .. «: r 3` -.,:. 'FC ,,. ,.,.- , t, ,. .., .,.� .. . „r#':.... - .'r_: -, .. :..:.: •� ' , �. r. =...... '�' ., . , r , t. x.r,,y, �+l � � a�' q N 4•, , w ., d fry t �3..,,.4 r •r Y.:tT' { .�a}� . � i, rtl _t +, ,' t. z ;{{�Y�3, '. a < i•t%r l'A «. » 8. GROSS LEASED PREMISES: 999 SQ. FT !� -.'c !ltd.. pi•. 3 �.:, .ir,: 111, ':.. ,f a ,�, tr� i- t:..,. ,.. ,,:�. j, I (� - �: a It..: • »«»» » «.. ».1 . , TACO/14 .,.... Gs t,... � ,t +r•:'', t xfi., ¢ #¢ { ' /:;.,,�, k. .�4 ,:,' � �x 't c i�' ': ij a 7. OCCUPANT LOAD: = O PUBLIC AREA. S.F. 30 .«.». »».. »«. »»»»....« »...... »......« ................«. O6 44 BACK—OF—HOUSE S.F. 300 4 35 3 ACCESSORY: 258 0 (HALLWAY TOILET ROOM(S) WINDOW DISPLAY TOTAL NUMBER OF OCCUPANTS 47 8. EXIT REGIARE]IENTS. TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 50 OR COMMO ATH OF TRAVEL EXCEEDS 75 FT. ONE EXIT REQUIRED. TWO EXITS PROVIDED (ONE ACCESSIBLE). I:,r.:k: ..... 14. ,.T:d, . ...5 :h t { it ' . f , ', -. + �, ft , 4f„ p :., _ � .. t.: 3 , .:: ;. �7 :,: a'a,�i 1 4 44 € O. .. .,. ,.....: . } A i. .. s I.,. �' pto 1..{ Fk f14�,t,4 e� p q, i s,1 .i<i'.A .l .. ; ' }j >.:.... ,._ � ...:..: ....:. ,.... ,; .,,»..m,. .r I,.r:, .r Y r. (..: 7. t..f..• e,. {, r-,_. 0.123th St ., .. .:a. {....:,...:. ..... . , ,.:. , , , ..:. ., F, , ,.. ,.. .:._:. ,. .,..,«wc a, .... ... .. ...... °W^*A++'+l. .r -s:., s.. .. .:.. �,.4•,., .... 1 .. .. ,.�;::a ,r. e•.':i .., [$ ':,:.e °, m,. ...,.. >; x,:: ,, ,,r„ .'::... :t �4"14+.o.;ts. ": ,,,.,.,.<,,,": . ... ...:: ....,r,.�o.;:. , e .. ,.i.:. A. .,,,,,c,.:: .., r.. i 1 9. EXIT LLUMINATiONt,.,,,«.,,., » «, «« _, EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON SHEET E2. 10. MUNICIPAL REVIEW: CITY OF TUKWILA , « » «,,,, «» »»»«..«« BUILDING AND SAFETY DEPARTMENT 6200 SOUTHCENTER BLVD TUKWILA, WASHINGTON 98188 �' It WORK BY OTHERS PHONE: (206) 433-1800 UNDER SEPARATE PERMIT: ,«•,,,«,»«».....«,... « «„ SIGNAGE FIRE SPRINKLER DRAWINGS FIRE ALARM ' \ ECEIVED C 3 ® 20'0 PERMITCENTER A3 KEY PLAN A6 CODE NOTES A9 PROJECT TEAM All DRAWING INDEX Al VICINITY MAP NTS TUICWLA, WASHINGTON NTS SOUTHCENTER & MINICLER 2 5 4 5 6 I •7 ` 8 a 10 f 11 1 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u,S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. I; CONSULTING ENGINEER co o CO L. tai 2 am C 2 C C CO a .� �.t N fp S C 0 CD im p aC +1411 4A e. Vf 1- Z 0 W ce W JQ 1-• 0 0 9926 m N ,— 0 Obi N -iS cLLL � N Lel co • coo c o a, u oft Z 4V' E 111 he C t0 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: NTS DRAWN BY: acs PROJECT No.: TMOIOO5I A -0 aI gar go ng 8541 COPYRIGHT NOTICE; These drawings and spectficatlons are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and spectficatlons may result in cessation of construction, building seizure, and /or monetary liability. 0 0 0 wCE o u Q o O m N LJJ E o N N co so CONSULTING ENGINEER vt 0 DZ Z OZ cg z oz uo rzo 0 VI 2 Ual WD E d W I, KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: I/4 "= I' -O" DG, A -1 PROJECT No.: TM01005I 1 J 2 3 4 . 5 1 6 -r 8 a 10 11 1 12 0 X n ADJACENT TENANT 0 CO © , -_ i,,,jr_dir,-1,rr,r(-1 ff I , _ __ 1- r -1--1-�--�- I I r- r�1 --�- r- rl -�I- © 11j Ij Ij Ij I I I Ij Ij Ij Ij 11 © 11j Ij Ij Ij I Ij Ij Ij Ij I© L1�_I�J�� J L J I�_I�_I�_l_JJ LI�_I�_I�J_J L _1�_I� 11 _ O 0 I I I O 111 ® ® I I �' n----1 1' I' I1 ,ov4 r = = =-, rr - = = =-, 4 1' 11 It 11 it LJ II It 0 rr = = = =-1 rr = = =-� 'I I' '1 It 11 1' 'I 11 11 II II 11 .,_____ . 0 ... rr = = = =,� 'I ,' II 11 11 It r' I "AirA410 - w • • • 0 w `D I -11\ _ � JI \ riot_ 1 0 < ' \�\ \\ \\ \\ \\ \ 1 \ Q j\ 1 \ /y . ca- ,'I O r- A. r �'-� , _ JI \ Al ❑L 1 __ T---------11 \ Ir- - - =-1� II 11 �,IL� �I 11 'I II 11 II 1 I l I L� --_ =-IJ LL = ==- I2 11 II �I II I I I I 11 '1 'I 11 I I I I LL =_ JJ L�r -e�J TIC / cr .r i"iTC _ _ 1 / 1` L JI \ AL i 1 l 11 r1 I AL \ i, 4111Pr. , \ If' -a `.u_./ r ----1 --, I' 11 . ,, 'I II LL =_= 1� ,,,' O ■ Ir.- 1 1 . I{- rr= ===1� \ II'r -r-=,� �.lLi� \\ 1 II 11 �.1L11 ,, 11 I' 11 O EXTERIOR i ��� 1A∎Al I 1 1 1 1 LI ====JJ LL -r =JJ ® II 11 II I' I I I 1 II I' II I' I I I I LL ==sIJ LL —srr JJ EXTERIOR r 0 Ai r - - -- I , - - - --, I' 1' 11 I �t-s = =J� ® 0 I r - - - -; ' Ir - - "'I 1 'I 1' I iL__ J� ; l. I �� /� �� %%4ir //\ � /� \��� � /4���, <��\ 12 `-1.. I �- d < L %�- -C J /r ( !N 1 \t y �° i� j-�� \I ry it 1 11 \ 1 0 4 IL.�JI 1 4 1L 1J1 1 L C }1 J / : / i I/ I _ n O u i� ,� II a ILiJI boat l� � _� ; II — —11 1` ® 0 J 17 II it I it i1 1i II �L = = =J� 0 1 i i1 'i r ,® I' �_ _,� - - -- �L = = =J� LL =_ JI J 0 0,, -. t - 4 d LL JJ li i1 it 1 LL = = =JJ LL = = =JJ /. .' .14 =� ® 1© © L_ © i ©- rl- �I i i r i I II 1 I 1 0 �,�_m . ll, ADJACENT TENANT a DI EXISTING CONDITIONS AND DEMOLITION PLAN " " 1/4 =1' -0 0 EXISTING STOREFRONT SYSTEM AND ENTRY DOOR TO REMAIN. © EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED. © EXISTING EXTERIOR WALL AND /OR CONSTRUCTION TO REMAIN. PATCH AND REPAIR A5 REQUIRED. 4 REMOVE EXISTING FLOOR FINISHES IN THEIR ENTIRETY. PREPARE FOR INSTALLATION OF 4 NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. BRUSHING AND SCRUBBING OF THE SURFACE W/ COMPLETE GLEANING BEFORE APPLYING THE LEVELING COMPOUND IN THE THICKNESS OF 1/4 ". SEE MANUFACTURERS SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION NOTES. O EXISTING SERVICE DOOR TO REMAIN. 0 EXISTING INTERIOR WALL TO REMAIN. PATCH AND REPAIR A5 REQUIRED. O LEASE LINE O8 NOT USED 0 EXISTING THRESHOLD TO REMAIN. REPLACE IF IT EXCEEDS 1/2" IN HEIGHT. 10 NOT USED II NOT USED 12 EXISTING CEILING TILES AND LIGHT FIXTURES TO BE REMOVED IN THEIR ENTIRETY. 13 EXISTING BACK OF HOUSE TO REMAIN A5 -IS - NOT IN CONTRACT 14 EXISTING MEGHANIGAL DIFFUSERS TO REMAIN AS -IS. IS EXISTING SPRINKLER HEADS TO REMAIN I6 EXISTING GEILIN6 GRID TO REMAIN. SEE SHEET A -3 I. CHECK MEGHANIGAL AND ELECTRICAL DRAWINGS 10. REMOVE EXISTING HVAG CEILING DIFFUSERS AND PRIOR TO DEMOLITION WITH REGARD TO UTILIZING RETURN GRILLES AS SCHEDULED FOR DEMOLITION ANY EXISTING WIRING, LINES COMPONENTS ETC. AND AS REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING DUCTWORK 2. PROVIDE TRASH CONTAINER AS REQUIRED AT AS REQUIRED BY NEW CONSTRUCTION OR IF NOT LOCATION TO SUIT LANDLORD. REMOVE DEBRIS REQUIRED, TERMINATE AND GAP OFF SUPPLY AND DAILY AND HAUL FROM THE SITE AT TIME TO SUIT RETURN DUCTS AT NEAREST SOURCE ABOVE LANDLORD. CEILING. 3. NOTIFY ARCHITECTS IMMEDIATELY OF ANY II. REMOVE ALL EXISTING PLUMBING FIXTURES, DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN FITTIN65 AND PIPING AS SCHEDULED FOR ON DRAWINGS. DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION AND NEW CONSTRUCTION. MODIFY 4. ALL REMOVED MATERIAL, NOT OTHERWISE EXISTING PIPING AS REQUIRED BY NEW DESIGNATED, AND ALL DEBRIS BECOMES THE CONSTRUCTION, OR IF NOT REQUIRED, TERMINATE PROPERTY OF THE CONTRACTOR, WHO SHALL AND GAP OFF AT WET STACK. REMOVE IT FROM THE SITE. 12. REMOVE EXISTING FLOOR FINISHES SCHEDULED 5. 6.C. SHALL NOT DEMOLISH ANY LOAD BEARING FOR REMOVAL AND AS REQUIRED BY PARTITION WALLS OR CONSTRUCTION THAT WILL COMPROMISE DEMOLITION AND NEW CONSTRUCTION. SPACE. G.G. TO NOTIFY RI E ARFCTFHIEXISTIN6 13. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. IMMEDIATELY OF ANY STRUCTURAL CONCERNS REPAIR ALL ADJACENT DAMAGED SURFACES, AS DURING CONSTRUCTION. NECESSARY. PREPARE ALL DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR REFINISH TO 6. EXISTING EQUIPMENT NOT BEING, USED MUST BE MATCH EXISTING FINISH. REPLACE DAMAGED COMPLETELY REMOVED / DISPOSED OF PROPERLY. CEILING. TILES; REPAIR OR REPLACE DAMAGED NOTHING GAN BE ABANDONED ABOVE THE GEILIN6. GEILIN6 GRID. 9. REMOVE ALL EXISTING INTERIOR PARTITIONS, 14. PROVIDE A SMOOTH, NEAT, CONTINUOUS DOORS AND DOOR FRAMES SCHEDULED FOR APPEARANCE WHERE DEMOLITION WORK MEETS DEMOLITION. REMOVE ALL MILLWORK, EQUIPMENT, ADJACENT EXISTING WORK. REMOVE EXISTING ETC. ATTACHED TO PARTITIONS SCHEDULED FOR FINISHES A5 REQUIRED TO PROVIDE NEAT, DEMOLITION. STRAIGHT SEAMS AND TRANSITIONS BETWEEN EXISTING AND MATCHING NEW FINISHES. 8. REMOVE EXISTING ACOUSTIC GEILIN6 GRID AND TILES, LIGHT FIXTURES, AND GYPSUM WALLBOARD I5. REPLACE OR RELOCATE, IN ACCORDANCE WITH SOFFITS AS SCHEDULED FOR DEMOLITION AND AS LOCAL CODES, ALL FIRE SUPPRESSION AND FIRE REQUIRED BY PARTITION DEMOLITION AND NEW ALARM EQUIPMENT DISTURBED BY DEMOLITION WIRE HA GERS POR FUTURETU IEN EXISTING GEILIN6 AN FIRE ALARM SYSTEMS,OF FIRE SUPPRESSION a. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, 16. IN THE CASE THAT THE EXISTING, GABLE LINE, TELEPHONE AND DATA JACKS AND THERMOSTATS PHONE LINE 4 BLOCK, T -I LINE AND DATA CABLING IN PARTITIONS SCHEDULED FOR DEMOLITION. ARE PRESENT, 6.C. SHALL SALVAGE AND REWORK MODIFY EXISTING WIRING AS REQUIRED BY NEW TO FACILITATE NEW INSTALLATION CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND GAP OFF AT NEAREST PANEL OR SOURCE 14.) i 0 ... 3 5 (e, ABOVE GEILIN6. - GENERAL SHALL THE NEW DEMOLITION DESCRIBING I. CONDITION TRANSFORMERS; REFURBISHING, AGE 2. CONDITION DEMISING WHETHER DETERMINED 3. CONDITION FEASIBILITY REFURBISHING NECESSARY, 4. SUMMARIZE EXISTING ITEMIZE 5. TENANT UN TO THE INCORPORATED CONTRACTOR AND /OR SUBCONTRACTORS REVIEW THE EXISTING FACILITY TO DETERMINE EXTENT OF DEMOLITION REQUIRED TO INSTALL THE WORK. A WRITTEN OUTLINE OF ALL REQUIRED SHALL BE SUBMITTED TO THE OWNER THE FOLLOWING, (BUT NOT LIMITED TO). OF EXISTING POWER PANELS AND FEASIBILITY FOR RELOCATION AND OR NEED FOR REPLACEMENT DUE TO OR EXISTING CONDITION. OF EXISTING GYP. BD. ON EXISTING WALLS AND RECOMMENDATION OF TO REMOVE EXISTING OR REUSE TO BE IN FIELD. OF EXISTING MEGHANIGAL SYSTEM; OF REUSING., RELOCATION, OR EXISTING EQUIPMENT AND DUCTWORK; PRIORTTO BID.REPLAGEMENT, IF RECOMMENDATIONS FOR REUSE OF MATERIALS, EQUIPMENT AND ACCESSORIES, ONCE REFURBISHED TO A LIKE -NEW CONDITION, THE CREDIT TO THE CONTRACT. 6.G. SHALL NOTIFY ARCHITECT OF ANY -NOTED EXISTING CONDITION WHICH CONFLICTS WITH THE PROJECT REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATION OR REMOVAL COMPLETE THE PROJECT WITHIN 24 HOURS SO NEGE55ARY DRAWING REVISIONS MAY BE INTO THE PROJECT REQUIREMENTS. _ EVIEWED FOR CODE COMPLIANCE A���fVFD ��� 0 % 2U11 RECEIVED �+ DEC 3 0 2010 �� ®�Su�'� BUILDING DiUISION PERMIT CENTER 0 in Al KEYED NOTES A7 GENERAL NOTES All REMOVAL SUMMARY 2 3 4 5 6 1 6 I a 10 1 I 12 8541 COPYRIGHT NOTICE; These drawings and spectficatlons are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and spectficatlons may result in cessation of construction, building seizure, and /or monetary liability. 0 0 0 wCE o u Q o O m N LJJ E o N N co so CONSULTING ENGINEER vt 0 DZ Z OZ cg z oz uo rzo 0 VI 2 Ual WD E d W I, KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: I/4 "= I' -O" DG, A -1 PROJECT No.: TM01005I 2 a Igo 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. Occi 0 CONSULTING ENGINEER c:173 h. 'I C C cei CD H NED C N In V fitA 411. .11=1 O N r> FLOOR PLA V.010•/1=' KEVIN KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: 1/4" = I' -0" D6 A -2 PROJECT No.: TMOIO051 I 2 3 1 4 1 5 1 b 9 1 8 a 10 I 11 1 12 7 ADJACENT TENANT y 21'-2" 5I' -6 1/2" I' -4 1/4" 2I -9 I /2" 2' -91/2" 5' -II 1/4" 5' -11 I /4" 3' -II I /4" 3' -11 1/4" 5' -II 1/4" 3' -II 1/4" 3' -II 1/4" 5' -II 1/4" 4 1/4" S' -II 1/4" 3' -11 I/4" 5' -II I /4" EXISTING STOREFRONT n LEASE LINE EXISTING STRUCTURAL COLUMN EASE LINE W laE Cx Bx BX LEVEL 4 C x Bx _ B WB -I �� — /t.'_. - , I LEASE LINE RECESSED DISPLAY WINDOW GABLE SYSTEM (FOIL) EXISTING SYSTEM " "" RIM �. :71/2 � d' r �'� Lis ® = NIAVAI 0 ■ . �>.:,.,: l! 41101.10 apprArAg .- } Amr....pww.........0 I , 1 c(1 1 c LpFil1 {*I rA'I �......♦ ,... ❖...•...�i :v. . ❖. ❖.••,A : *...4 ♦� N ♦ �4 - k m =Ili LI�� 1 11 NI � -� - (, BACK OF HOUSE .. (NIC) PROVOS SIGN OVER DOOR STATNQ: "THIS DOOR TO STAM "THI KED DOOR BIB.DNO IS OCCUPED" LETTERS TO 1" HIQFI ON A CONTRASTING BACKGROUND. c� -- LEVEL 4 14'-1 1/4" 4' -5" 1��. '- " Q ,•,•e ,•414.4. • At...t - ' g �_ e ���O.+O�i�.�TH��� f —�t—t1 •D B _ l'-6 1/2 �� L�rl�r4,- SALES AREA tl�•!•!i!•!•!•! I 1 r ► `® ;-.; ;-• .O .M.4 .........$ �+�' ~,�!R�t! ♦���*� -} � — in m�..,...m_. -. CI EXTERIOR ''"'�`' _ EXTERIOR ' } 4: o:: RECESSED DISPLAY SYSTEM GABLE YTEM (FOIL) ROTE: I ow AREA DENOTES 44" 44° � ACCESSIBLE ROUTE '' E � —►; u ��∎, W .. �r U �• tt Ili j. ;:r:r::$.:II:p I - ' • EXISTIN STOREFRONT AWNING rI i J `f I _ _ '� ! AW , r : . n r a �. ® �� ► -iii� ee— , . , 3' -11 1/4" 5' -II 1/4" 2' -1 1/2" 2'- 1 1/2" , C x B x LEASE LINE B x . __ LEASE C x B x — w LEVEL 4 3' -11 1/4" 3' -II 1/4" 5' -11 1/4" LINE 3' -II 1/4" 3' -II 1/4" 5' -11 1/4" 5' -II I /4" B W5-I IJ .[^� 5' -II 1/4" 3' -II 1/4" �I'-4" 4 1/4" ADJACENT TENANT . bi0 35 /9 A DI FLOOR PLAN 1/4"=11-0" SYMBOL DESCRPTION FLAME SPREAD / SMOKE DEVELOPED SYMBOL DESCRIPTION FLAME SPREAD / SMOKE DEVELOPED WALL TYPE . DESCRIPTION WALL TYPE DESCRIPTION FLOOR RECEPTACLE. SEE r ►_� ELECTRICAL DRAWINGS L J FOR MORE INFORMATION i / / / EXISTING BACK OF HOUSE TO REMAIN AS -I5. NO CONSTRUCTION IN THIS AREA CpT-3 CpT-4 OFFICE:/CONFERENCE RM/TRAININ6 AREA - CARPET= J4J INVISION, QUICK FIX MODULAR, STYLE 9220, 1210 DUCT TAPE. 2%2' TILE, MONOLITHIC INSTALLATION ENTRANCE -WALK -OFF MAT: MATS INC. NVWAY FOOT GRILLES CLOSED CONSTRUCTION ALUMINUM W/ CHARCOAL INSERTS SHALLOW RECESSED INSTALLATION GLASS A CLASS A RB-1 SALES AREA, HALLWAYS, BACK OF HOUSE - RUBBER BASE: WPM COLOR: BLACK -BROWN PIg3 TP 9PIg3 I/8" TPR RUBBER BASE HEIGHT: 4" STD. TOE I2O CONTINUOUS ROLLS (DO NOT ORDER 4' PIECES) INSIDE EDGE TO LEAVE ADDITIONAL BASE ONSITE FOR IDX TO APPLY TO FIXTURE TOE KICKS AS REQUIRED. GLASS A INTERIOR FURRING: NEW Z FURRING (SHIM AS NECESSARY) OVER EXISTING GMU WALL WITH 5/8 TYPE X GYP. BD. TO DECK (BOH) OR TO b" ABOVE GEILIN6 (SALES AREA) - ONE SIDE. INTERIOR FURRING (EJ ISTIN6): PATCH AND REPAIR TO "AS NEW" CONDITION AND MAINTAIN FIRE RATING AS REQUIRED. DEMISING WALL (EXISTING): PATCH AND REPAIR TO "AS -NEW" CONDITION AND MAINTAIN FIRE RATING AS REQUIRED. ENSURE WALL EXTENDS TO DECK. DEMISING WALL: U 465 3 5/8" 20 go. METAL. STUCK S 16" O.G. WITH 5/8" TYP. "X" GYP. BD. TO DECK ABOVE (BOTH SIDES). ADD SECURITY MESH (TENANT SIDE ) AND LAYER OF 5/8 TYPE X GYP. B.D TO DECK. FOR FIRE RATING SEE DETAIL DI/Al2 V — al A INTERIOR PARTITION: 3 -5/8" 20 ga. METAL STUDS S 16" O.G. TO DECK WITH 5/8 TYPE "X" GYP. BD. TO DECK (BOH) AND TO 6" ABOVE CEILING (SALES AREA) - BOTH SIDES. INTERIOR PARTITION - VIDEO MONITOR WALL ONLY: 3 -5/8" 18 ga. METAL STUDS S 16" O.G. TO THE DECK WITH 5/8" TYPE "X" GYP. BD. TO DECK (BOH) AND TO b" ABOVE GEILIN6 (SALES AREA) - BOTH SIDES. INTERIOR PARTITION: :: :: 6 20 go. METAL STUDS S Ib O.G. TO DECK WITH 5/8" TYPE "X" GYP. BD. TO DECK (BOH) AND TO b" ABOVE CEILING (SALES AREA). INTERIOR PARTITION - DRINKING FOUNTAIN ONLY: 48" AFF LOW WALL WITH 3 -5/8" 20 a. METAL g STUDS S I6" O.G. WITH 5/8" TYPE "X" GYP. BD. (BOTH SIDES). INTERIOR PARTITION (EXISTING): " AND MAINTAIN FIRE RATING AS REQUIRED. N INTERIOR FURRING: 3 -5/8" 20 a. X I -5/8" FLANGE (3625162 -33) METAL STUDS S 24" O.G. WITH 5/8" TYPE "X" 6YP. BD. 6" ABOVE CEILING (ONE 51DE). PROVIDE KICKERS TO DECK PER DETAIL D9 /A -9. INTERIOR FURRING - VIDEO MONITOR WALL ONLY: :� :: 3 -5/8 18 go. METAL STUDS S I b O.G. TO DECK WITH 5/8" TYPE "X" GYP. BD. TO 6" ABOVE GEILIN6. (ONE SIDE) _ � Wf,�� WALL FINISH LEVEL 4 " LEVEL FINISH C=] R15-I BASE FINISH 3 1 ..u.:M. : R� NEW PARTITION 01r t FLOOR FINISH DOOR NUMBER. SEE 2ZZ= SC -1 BACK OF HOUSE - FLOOR SEALED CONCRETE. SEE DIVISION 3 - CONCRETE SPECIFICATIONS ON SHEET A -15 N/A Al - B5 _ EXISTING CMU BLOCK WALL CD -I) SHEET A -5 FOR DOOR SCHEDULE. EXISTING PARTITION. PATCH AND REPAIR SV -1 TOILET ROOM - SHEET VINYL FLOORING WITH INTEGRAL AS ARMSTRONG, STYLE: CONNECTION GORLON COLOR: #88'104 "STONE HARBOR ", THICKNESS: .080" GLASS A Al x WALL/PARTITION TYPE TO "AS -NEW" CONDITION AS NECESSARY. C - A2 - INDICATOR ..2..... "`' "`' • '' • .""`" 48 HIGH WALL FT-1 TOILET ROOM - CERAMIC TILE WITH COVED BASE: 6RANITI FIANDRE I8 "X18" CERAMIC TILE, BLACK GALAXY, HONED FINISH. GROUT: LATIGRETE T -81-1106 -ARCH COLOR CHANNEL #841 SMOKE GREY. INSTALL WITH MATCHING COVE BASE N/A C9 SHEET SYMBOLS VCT -1 HALLWAY, BACK OF HOUSE, TELECOM ROOM, INVENTORY - FLOORING: ARMSTRONG - STANDARD EXGELON COLOR: #51.404 "STERLING ", SIZE: 12" X 12" X I /8" CLASS A C1 - NOT ALL USED AT MS LOCATION A3 I. , PROVIDE BLOCKING AND BACKING AS AS REQUIRED IN EXISTING WALLS AND NEW PARTITIONS FOR ALL CASEWORK. COORDINATE WITH FIXTURE SHOP DRAWINGS. 2. FOR GYP. BD. CEILING, AND SOFFIT FINISHES SEE REFLECTED CEILING PLAN. REVIEWED FOR CODE COMPLIANCE 5. NOT USED. ��� ° ° o A ED 4. ALL ANGLED WALLS ARE 45 , 610 , OR 135 U.O.N. 5. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. FEB 0 7 2011 b. PROVIDE WATER RESISTANT GYP. E. AT ALL WET LOCATIONS. q,,,,�•, '1. SEE SPECIFICATIONS FOR WALL FINISH INSTRUCTIONS. City Oi Tukwila Ia 8. 6.G. TO COORDINATE LOCATION OF ELECTRICAL STUB UPS WITH ELECTRICAL DRAWINGS AND FIXTU BIDING DIVISION q. WHERE EXISTING INSULATION IS REMOVED OR MISSING, PATCH AND REPLACE INSULATION TO MATCH EXISTING CONDITIONS AND MAINTAIN REQUIRED R- VALUES 10. SEE DETAIL AI /A -9 FOR FLOOR TRANSITION DETAILS II. PREPARE EXISTING CONCRETE FLOOR SURFACE FOR INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE SPECIFICATIONS FOR ADDITIONAL FLOOR PREPARATION NOTES. ,�;; �����(�� 12. FOR ALL PARTITION CONNECTION DETAILS (TOP 4 BOTTOM) SEE SHEET A -1. ; �. 6,- IS. PROVIDE FIRE EXTINGUISHERS PER MIRE MARSHALL'S INSTRUCTIONS. DEC 3 0 2010 PERMIT CENTER LVT -1 SALES AREA -HARD FLOORING: FLOORWORKS PLANK BY MATS INC. MODEL: TMB -305; �� FINISH: SEATTLE OAK; SIZE: 4" X 36 X Y8 W/ SQUARE EDGES INSIDE EDGE RESPONSIBLE FOR ALL FLOOR PREP MATERIAL AND ADHESIVES PER MFRS SPECS. CLASS A wB -1 WD-1 SALES AREA - WOOD BASE: 2 XI TRIM W/ RADIUSED EDGE PAINTED P -2 SEE DETAIL D4 /A -'1 SALES AREA -WOOD FLOORING: - MFR: HARO FLOORING PERQUET WOOD TYPE: AFRICAN OAK GRADE: EXQUISITE/TREND SURFACE: BIOTEC OIL/WAX FINISH WOOD FLOORING PROVIDED BY OWNER. GLASS G GLASS G A4 - ML -1 MOP SINK SURROUND 4 TOILET ROOM WAINSCOT: MARLITE 51006 /WHITE FINISH: WHITE -FRP W,41N5GOT GLASS G _ B P -1 SALES AREA, HALLWAYS, SALES AREA COLUMNS, AS NOTED ON DRAWINGS LLk AYS -PAINT: BENJAMIN MOORS 4 COMPANY COLOR: #2136 -90 - WHISPERING SPRING FINISH WALLS: EGGSHELL FINISH DOOR FRAMES: DIM LATEX SEMI -GLOSS GLASS A WG-1 SALES AREA - WALL6UARD: WALL6UARD - DEFENDER SERIES 2325 610° 3/4" CORNER 6AURD, MANUFACTURED OF RIGID VINYL., 4' LENGTH, COLOR: "BLUE ICE ", 1TD ON TOP OF WALL BASE. N/A B1 - .( WG-2 WVT-1 HALLWAY, RESTROOM, BACK OF HOUSE - WALL6UARD: WALLGUARD - DEFENDER SERIES 2340, 2" X 610° CORNER 6AURD, 4' LENGTH, MOUNTED ON TOP OF WALL BASE. SALES AREA - FLOORING: BOLON BOTANIC TILES BY MATS INC. COLOR: OSIER; MODEL: 5/05 5010 FULLY RECYCLABLE, ANTI - MICROBIAL, WOVEN VINYL SIZE: 11-11/16" X 14- II /I6" TILES W/ VINYL BAGKIN6 INSIDE EDGE RESPONSIBLE FOR ALL FLOOR PREP MATERIAL AND ADHESIVES PER MFRS SPECS. NO TRANSITION STRIP REQUIRED BETWEEN LVT -I AND /OR WVT -1 AND BOH VGT -1 N/A CLASS A P-2 SALES AREA - PAINT: RALQOIO (WHITE) OR EQUAL PAINT COLOR GLASS A B2 - INTERIOR FURRING: 6" 20 ga. METAL STUDS S I6" O.G. WITH 5/8" TYP. "X" GYP. BD. TO b" ABOVE CEILING (ONE SIDE). I A -E1- INSULATION DESIGNATION WALL DESIGNATION IN-3 SALES AREA, AS NOTED ON DRAWINGS - PAINT= BENJAMIN MOORE 4 COMPANY GOLOR: #2156 -60 - "HARBOR HAZE ", FINISH: FLAT GLASS A - INTERIOR FURRING: Al x NO INSULATION 1 5/8" 20 a. METAL STUDS S 16" O.G. WITH 5/8" TYPE "X" GYP. BD. TO DECK (BOH) OR TO 6" Al • SOUND ATTENUATION BAiT INSULATION 12-4 Al STOREFRONT (EXTERIOR) - PAINT: COLOR: TO MATCH NEW STOREFRONT, FINISH: TO MATCH NEW STOREFRONT N/A AREA) SIDE. ABOVE CEILING (SALES - ONE Al t THERMAL GATT INSULATION Al r 1 1/2" R161D THERMAL INSULATION j FINISH SCHEDULE A 5 WALL TYPES A9 GENERAL NOTES NOT ALL USED AT THIS LOCATION NOT ALL USED AT THIS LOCATION aP I 1 2 1 5 1 4 5 1 6 9 8 I 1 10 I 11 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary liability. Occi 0 CONSULTING ENGINEER c:173 h. 'I C C cei CD H NED C N In V fitA 411. .11=1 O N r> FLOOR PLA V.010•/1=' KEVIN KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: 1/4" = I' -0" D6 A -2 PROJECT No.: TMOIO051 8541 COPYRIGHT NOTICE These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. >41 03 F-7-11 :a:: o F7"-r• '1 a Im 2 IL .a ON a am EC W I" HN s— itt qk F. ors � 3 �rimVI I g Z LU V W W J LL W CONSULTING ENGINEER z 0 t O 9926 N rn rn r- cc L u c0 76 00 $ 1"4 E N co ID u Cfl Z crt 4 o�� ,§H E d W H cu hg KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: 1/4" =1' -0" DRAWN BY: 176 PROJECT No.: TM010051 A -3 I 2 3 1 4 5 6 7 I 3 1 q 10 I 11 I 12 n 7----EXISTIN6 S RE FRONT AMIN i/. i rfr/ /AWa � — - ■ _ Pp"' ............ PROVIDE BLOCKING PER MANUFACTURER'S RECOMMENDATIONS 0Jr.MIENIMEEILF.Milf Wm- "..,._ EX 1 a .M.I!JILIEWMIARIN","1-101,,, .11 ,,I,,,,IM!,011„,,,. z.a EMI / , / ' � � O :: :: : :i- $ L O S B :: L O i O == O O " `----`� : • � I 1 :: ® :: I I I 1 I I 111 1 :: :: ACP1 _ 1 I :: 10'x.. AFF. �` . � I I II Hi � - ��� ' a EXTERIOR ramr■rAwAms.r..... ' MI . � * �''/ </ 6.c. T o PROVIDE Nail RiD X • 1 � AS REQUIIRED. ' , 10-0' AFF. B B 13 B Ink B Ill. B Ilk a• RECESSED DISPLAY INW GABLE —1 (- I - - - - 1 I - - I I - i—�P--II t��. �s IVO" v/ � �, 1 r• I i I I � ii I I � ► I I I U I It LA Ilk 4. I it Ill II ll _ r _ I- $ I �� 1 r/ r/• G b 10 %am age) W �«�....�� .. „� I' ,,,d„ AL I' /.' ,, 4 /.I 111 01 REFLECTED CEILING PLAN 1/4 " =1' -0" CEILING # CEILING TYPE FLAME SPREAD RATING SYMBOL DESCRIPTION SYMBOL DESCRIPTION I. LIGHTING, ELECTRICAL EQUIPMENT, HVAC EQUIPMENT, AND SPRINKLERS ARE TO BE MOUNTED AT POINTS IN ACT -I AS NOTED IN GRAPHIC BELOW UNLESS OTHERWISE DIMENSIONED ON RCP. 2X4 ACT TILE 2X2 ACT TILE SALES AREA - LAY -IN ACOUSTICAL CEILING: SYSTEM: NEW AND EXISTIN6 EXISTING 2X2 SUSPENDED GEILIN6 GRID, PATCH AND REPAIR AS REQUIRED, PROVIDE NEW ARMSTRONG. - MESA 3/4" THICK, WHITE (WH), 15/16" ANGLED TEGULAR EDGE PROFILE GEILIN6 TILES THROUGHOUT THE SALES AREA. CLASS A r: p, PRR5N4P IA20665 U SP INN F PANOS 9 GEILIN6 - RECESSED LUMINAIRE LAMP(S): I/20W GMH; LAMPHOLDER: 68GIMBAL- MOUNTED LAMP UNIT FOR 60 °TILT AND 360° ROTATION ,5 LUMINAIRE OR SPOTLIGHT WITH SPOT DISTRIBUTION CEILING, CUTOUT: 61/4" DIA. Valk, WALL MOUNTED EMER6ENGY UNIT - EXISTING ACP-1 lEx SINGLE FACE EXIT SIGN - EXISTING BACK OF HOUSE - ACOUSTICAL CEILING, SYSTEM.: NOT USED ARMSTRONG - ARMATUFF 862, 24 "X48" SQUARE LAY -IN, 16 /16" TEE GRID. CLASS A v IACP -2 EXISTIN6 RETURN AIR DIFFUSER TO REMAIN l I I I TOILET ROOM -GYP. BD.: NOT USED 5/8" TYPE 'X' GYP. BD, GEILIN6 ON 3 -5/8" X 20 ga. METAL STUDS AT 16" 0.C. W/ TAPED JOINTS, SANDED SMOOTH TO A LEVEL 2 FINISH. PAINT P -2. CLASS A I I I CL -1 B I� PRR5N4P IA3g685 U FL WH F PANOS s GEILIN6 - RECESSED LUMINAIRE ° ° LAMP 5) :NI/ kT GGMHAMP UNITLDER668,5 T AND 360 ROTATION LUMINAIRE OR SPOTLIGHT WITH FLOOD DISTRIBUTION GEILIN6 CUTOUT: 61/4" DIA. Q• Q• 2. CENTER ACT GRID WITHIN EACH ROOM UNLESS OTHERWISE NOTED. 3. 6•G, TO INSTALL ACT GEILIN6 SYSTEMS TO MATCH EXISTIN6. 4. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPES. R VIEWED FOR CODE COMPLIANCE Apo �I �V 19 �.9 FEB 0 7 2011 C of Tukwila BUILDING DIVISION STOREFRONT SOFFIT: - GYP. BD.: EXISTING EXISTING GYP, BD. GEILIN6, PATCH AND REPAIR AS REQUIRED. PAINT P -2, CLASS A 0 EXISTIN6 MECHANICAL DIFFUSER TO REMAIN CL-2 0 EXISTIN6 SPRINKLER HEADS TO REMAIN SALES AREA - SUSPENDED GYP. BD.: NOT USED 5/8 TYPE X GYP. BD. GEILIN6 ON USG. OR ARMSTRONG SUSPENDED DRYWALL GRID SYSTEM W/ TAPED JOINTS, SANDED SMOOTH TO A LEVEL 4 FINISH, PAINT P -3. GLASS A CL -3 ® C D GH9 IH32GFT8G SI F 0E761421 SAW PANOS DECO GEILIN6 - RECESSED LUMINAIRE LAMP(S): I/32W GFT TRIPLE TUBE HORIZONTAL GEILINS. CUTOUT: 10 I /Ib" VIVOM '1OT45685 F WHM VIVO M SPOTLIGHT, WHITE; FOR ZUMTOBEL 3- CIRCUIT TRACK LAMP(S): 1/10W GMH; LAMPHOLDER: 68.5 SPOTLIGHT CAN ROTATE THROUGH 360° AND TILT THROUGH 90° DIMENSIONS: 9 1/2" X 3 15/16" X 9" t: . INVENTORY ROOM, TELECOM ROOM: - GYP. BD.: NOT USED :: 1/2" 5/8 TYPE 'X' GYP. P. OVER 1/2 GEMENT BOARD OVER AMIGO SECURITY MESH (ASM .5 -I3F) GEILIN6 ON 3 -5/8" X 20 ga. METAL. STUDS AT 16" O.G. P -2 FINISH. SEE DETAIL EI /A -14 CLASS A REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. CL.,q MAXWIUM COMPRESSION STRUT SIZES 6C TO CONTACT ARMSTRONG, WORLD INDUSTRIES CUSTOMER SERVICE REP FOR T- MOBILE PREFERRED PRIGIN6 AND TO LOCATE LOCAL DISTRIBUTOR OF ARMSTRONG PRODUCTS, 6G TO CONFIRM WITH LOCAL DISTRIBUTOR ORDER IS FOR T- MOBILE PROJECT.: CONTACT SHERRY BRUNT OR BETH RINEHART CUSTOMERS SERVICE REPRESENTATIVES ARMSTRONG WORLD INDUSTRIES, INC. PO BOX 3001 LANCASTER, PA 17604 PHONE: 800- 442 -4212 FAX: 800- 233 -5598 EMAIL: BPO_STRATE6IG _ACCOUNTS ®ARMSTRON6.COM RECESSED ENTRY: - METAL.: NOT USED M -3 METAL PANEL OVER 5/8" TYPE 'X' GYP. BD. GEILIN6 ON 3 -5/8" :: X 20 ga. METAL STUDS AT I6 O.G. SIZE MAX HT CL-5 Vr X OA f 3'-0" 3/4 " +X220A 4'-3" I HR RATED: NOT USED (2) LAYERS 5/8" TYPE 'X' GYP BD OVER METAL STUD FRAMING PER PLANS. TAPE JOINTS, SAND SMOOTH, AND PREPARE SURFACE FOR FINISH AND PAINT V. 1" X 0A 6..0" CL-6 1 1/4" $ X 20 OA. T-0" 1 V2" X20 0A } 8'-6" �c 2" f X 20 OA n.6 2 V2" f X 18 OA 14'-6" S" f X 18 0A 1T-3" _ _ _ _.__ _ _ �_ .__ _._ _ __... ____ �_f'\` �: �C�I 3V2"+X16OA 23'-3" Fl . , ..�.,._.n�...�.m,��..�..._.. ., �. r. � ,.,.m.,_r..�_,..v..�...r.,.�. DEC 3 0 2010 PERMIT CENTER Al CEILING SCHEDULE A4 SYMBOL LEGEND A9 GENERAL NOTES _ NOT ALL USED AT THIS LOCATION NOT ALL USED AT THIS LOCATION t 1 2 3 4 5 6 '7 8 q 10 11 12 8541 COPYRIGHT NOTICE These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. >41 03 F-7-11 :a:: o F7"-r• '1 a Im 2 IL .a ON a am EC W I" HN s— itt qk F. ors � 3 �rimVI I g Z LU V W W J LL W CONSULTING ENGINEER z 0 t O 9926 N rn rn r- cc L u c0 76 00 $ 1"4 E N co ID u Cfl Z crt 4 o�� ,§H E d W H cu hg KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: 1/4" =1' -0" DRAWN BY: 176 PROJECT No.: TM010051 A -3 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 10 co 00 00 al ell 2 gin C •c iI 1 a a c C L y C N 4#) t0 O N �3 VI rim W LL CONSULTING ENGINEER tn z 0 Euazi ma `i4 fr1 N N Lf1 01 co .- O1 w O1 O Ln m et - p�tllu- ,n ao O O N co O rn Z A C u fn E to E W KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: 1/4" = 1' -0" P6 A -4 PROJECT No.: T 1010051 I 2 3 1 4 5 ' - t 1 8 a 1 to I I I 12 r1'-4 1/4" 48' -6 3/4.. 4 1/4" y n 2' -6 3/4" 4' -2 1/4" 8'-4 1/4" 9' -3" 1' -6 1/2" 3' -7 1/4" ' -8 1/2" 3' -7" 3' -7" 1' -6 1/2" 2-7 1/4" 2' -8 1/2" 3' -3 1/2" � x , ADJACENT TENANT , , l I I I 1 / O imi • QED LTI. M i 1 ® CIO WP3 110:0 �� � WM2 FrAV �� BPG 11'- 41/ 4" Q o'•® o'® f it � co m . . 8'4" 0) , ir FA - f1rF:i F. F 11' -2" \ EXTERIOR J!i4 An ' a MBT2 .- s- Jt,l :����r�i m SALES AREA r d 1 T-a" M co ® CADA) 0@ N._ /►I� SDG2 SDG2 5' -10" liana ff -Oa ,,��. s 7 pr_....... CSD2 ,..... ll S D2 „ ® Q 1 11U� � ,ry ze, ® tJ —TOP OF ®� ®� �� O B SERVICE �sC1R� �POT1� SDC SDC 423. + @ 34” A F.F. . a r . Air---!...4 4, BR2 , e , i 14 0 . . ,,,, In III CM MP , , , , , I . I a Att&_.. A A r Mim412,4114 . iir--Jr--,As 423. _ wpm __ _4 , ...5:. .s.. .�.. � , �..,; _ - fvn .s , v.4 s. .. i 1 1 I I I I I I ADJACENT TENANT 7'- 101/2" I I 3' -3 1/2" I 2' -6 1/4" l 3' -3 3/4" W 7'- 101/2" X -11 3/4" 3' -3 3/4" 1 V -5" t 1 3'4" 3' -7" 3' -7" 2' -8 3/4" -1' -61/2" 48' -6 3/4" b 0 ....35 (9 41'-4" 4 1/4 "J a 01 FIXTURE PLAN I/4 " =1' -0" - V SEE SHEET A -2 FOR DIMENSIONS OF THE SYSTEM WALL PANELS. FIXTURE S CHEDULE GRAPHIC SCHEDULE LAYOUT SUMMARY LEGEND - - AC1 3 ACCESSORY PANEL (SINGLE) POT1 1 PHONE OFFER TABLE ATACHED TO SERVICE COUNTER BPG 1 BILL PAY GRAPHIC TOTAL # OF POS STATIONS: 6 AC2 2 ACCESSORY PANEL (DOUBLE) LB1 2 LED ILLUMINATED FRAME FIXTURES: ADA 1 ADA COUNTER POT2 0 PHONE OFFER TABLE FREE STANDING SDG1 0 SERVICE DESK GRAPHIC (SINGLE) TOTAL OCCUPANTS: 47 BPK 1 BILL PAY KIOSK SC1R 1 SERVICE COUNTER, SINGLE, RIGHT HANDED SDG2 2 SERVICE DESK GRAPHIC (DOUBLE) BR1 8 BROCHURE HOLDER (SINGLE) SC2L 1 SERVICE COUNTER, DOUBLE, LEFT HANDED T89 2 WINDOW CABLE DISPLAY TOTAL SQ. FOOTAGE: 1,999 SQ. FT. BR2 4 BROCHURE HOLDER (DOUBLE) SCP 1 SERVICE COUNTER PRINTER WM1 0 WALL MURAL (SINGLE) FURNITURE: DG1 0 MAGENTA DIGIT CUBE SD2 2 SERVICE DESK, DOUBLE BOOTH WM2 2 WALL MURAL (DOUBLE) SALES AREA 1,306 SQ. FT. — LA EP1 1 E POSTER SDC 2 SERVICE DESK CHAIR WM3 0 WALL MURAL BACK OF HOUSE: 435 SQ. FT. SHEET SYMBOLS FT1 1 FEATURE TOWER, SINGLE MONITOR SW 31 SYSTEM WALL PANEL - 471/4" WM4 1 ACCESSORY PANEL MURAL FT2 0 FEATURE TOWER, DOUBLE MONITOR TTL 1 55" VIDEO WALL WG3.CS 1 CUSTOMER SERVICE GRAPHIC, 112X58 HALLWAY / TOILET ROOM: 258 SQ. FT. HB1 0 HANGING BOX (SINGLE) VHP 3 0 VERTICAL HIGHLIGHT PANEL WALL PANEL 1 © FIXTURE TAG ' CODE FOR C ODE COMPLIANCE V APPtif V ED FEB 07 2011 CityotTukuila BUILDING DIVISION RECEIVED DEC 3 0 2010 PERMIT CENTER FiB2 3 HANGING BOX (DOUBLE) WP1 GRAPHIC TAG MBT1 0 MBB TABLE, ATTACHED TO SERVICE COUNTER WP2 2 WALL PANEL 2 300C MBT2 1 MBB TABLE, FREE STANDING WP3 1 WALL PANEL 3 Al FIXTURE SCHEDULE I 2 5 4 5 6 'i 8 a 10 11 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 10 co 00 00 al ell 2 gin C •c iI 1 a a c C L y C N 4#) t0 O N �3 VI rim W LL CONSULTING ENGINEER tn z 0 Euazi ma `i4 fr1 N N Lf1 01 co .- O1 w O1 O Ln m et - p�tllu- ,n ao O O N co O rn Z A C u fn E to E W KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: 1/4" = 1' -0" P6 A -4 PROJECT No.: T 1010051 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 0>! CONSULTING ENGINEER z cc 0 IJJ IJJ INTERIOR ELEVATIONS 9926 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: 1/4"=1'-0" r''S' A-5 PROJECT No.: TM010051 1 2 5 4 5 6 1 1 6 1 411 10 1 I I 12 , P-2 . . RECESSED DISPLAY WINDOW CABLE SYSTEM P-2 -6 1/4" 71-3 3/4" 21 -6" • ;ii) b 6 (A ,, -„,- /4 4 - • , , , , , , I i° 1 / -RECESSED x p I F 1 i r DISPLAY Al NDOIN CABLE SYSTEM (F0 lc) y/ • :Aida/. • 41 •lidotte • • // — / (F0 IC) / i (zi / ..... w••Mnbile•• TTL -Li ,. , 1 r ff i 1 r 1 • i n BPK sw- . 9 / - SD2 D4 EXISTING, STOREFRONT EXI STI N6 ENTRY DOOR EXISTING, STOREFRONT D4 ql A-1 SYSTEM SYSTEM A-1 G1 INTERIOR ELEVATION G6 • INTERIOR ELEVATION 1/4" = 1 '-0" I/4"= I '-0" P-2 11- I ( . ZO iI k I` i- ';1* ■ 4) BACKLIT SYSTEM INALL . Bill payment Mobile Broadband VHP Smartphones VHP Hot Deals BPG • ---• WG3.CS Ty ,- WP1 WM2 _____ _ Rim IA ' a 0. rti---_-: _ __ minmill, IN 1 I - - p __ _____ R- . _ _ - R _ _ pp__ "MT MINI 1 .,__...0_ IN firm - ITO 1 HI ,Ii) =I •E ............ 11111i mini HB2 _ HB2 - PRA EXISTIN6 STOREFRONT S I &NAGE , __ LEASE LINE 1 -- - --_-_-___ '''---- . lid l': 1 .A.C.2'-----. #3PK —, ..'• 1 I LEASE 04 D4 ------__ k---------Linie A-1 1 E6 INTERIOR ELEVATION 1/4"=11-0" 2 D T Mo ile EX ISTI N6 STOREFRONT AMINO ---it 1 1 0 r / di p 4 " yr ,/ / / r4 f 1 - 1 1 , f , r f / 9 i-- / / ' 0 / A r rr • r i , /, Mobile/ I / ' 0 o VHP Special Offers Exclusively at T-Mobile Basics -71:1=---"---"— Pre paid /.,. 1 " A p 0 , , , , / , , ii / , , A / .16-----EX A WM2 :: TT P2 1:1 :ILI • BACKL IT ri SYSTEM WALL ■ CD i- .. WM4 SDG2 SDG2 — _ — _--HHr2 • __ ,Ver_ ---- _ •D• - • - - -- _ - - , 1 II I I I MI El um 111 1 ' \IP_ B ,/ 1 1 1 1 1 _ii 1111111111111111 ---- HB2 - - - - - -- - - gt/ . ' I STI N6 EX STN6 EXISTING/ V--------LEASE LEAS_E___ 1 . ___1121 ---, LINE STOREFRONT DOOR STOREFRONT SYSTEM.- ENTRY SYSTEM. 1 L INE -4 1 - - -_--7AC2 _: EINNE.711 1 1 SD2 , 7-, , , 1 , t , % )15,(_, D4 04 A-1 b 101311.• dil&S"mb ID B1 EXTERIOR ELEVATION B6 INTERIOR ELEVATION 1/4"= 1 1-0 " I/4"= I 1-0" EXTERIOR ELEVATIONS SHOWN FOR REFERENCE PURPOSES ONLY. ALL EXTERIOR FINISHES ARE EXISTING, OR BY LANDLORD UNLESS NOTED SECURITY FILM (CLEAR) IN F 1 LM (CLEAR) OTHERWISE. 6.C. RESPONSIBLE FOR PROVIDING: AND I NSTALL N6 15LOCKN6 FOR EXTERIOR S I 6NA6E. COORDINATE WITH LANDLORD AND SI SNA6E VENDOR RE6ARD I N6 LOCATION OF SI 6NA5E AND EX I STI N6 SHELL CONSTRUCT! ON/F NISH CONDITIONS. NEIN TENANT S IN CONTRACTOR TO REVIEW THE LANLORD'S SION CRITERIA AND SUBMIT SHO NS'S. FOR THE PROPOSED SION TO THE LL. . AND ANY OTHER 60VERNIN6 AUTHORITIES. THE S.C. SHALL SECURE ANY AND ALL PERMITS REQ 'D. FOR THE INSTALLATION AND DISPLAY OF THE PROPOSED SIENA:5E. SIGN MAINIUFACTURER'S SHOP .AMIN 6S SHALL BE REVIEWED UNDER SEPARATE SUBMITTAL. 916NA6E AS SHOWN IN THESE D RAVINE'S IS SCHEMATIC ONLY FOR ILLUSTRATION PURPOSES AND DOES NOT IMPLY OR DESCRIBE ANY MEANS, METHODS, OR DETAILS PERTAINING TO INSTALLATION OF SI 151%1A6E. IT SHALL BE SOLELY THE SIN CONTRACTORS RESPONSIBILITY TO DESI 6N, FABRICATE, AND INSTALL THE SIN UNDER SEPARATE PERMIT. ANY AND ALL STRUCTURAL CONSIDERATIONS SHALL BE COORDINATED BETWEEN THE SIONA6E CONTRACTOR, THE LANDLORD, AND HIS DESIGN PROFESSIONALS. NOM: SUITE NUMBERS SHOULD BE MN. 5 INCHES HI 6H, ONE-HALF INCH STROKE WIDTH AND CONTRASTING: COLOR. PREMISES I DENT! IGATI ON MUST BE VISIBLE FROM STREET OR DRIVE. ALL. EXTERIOR SUITE DOORS SHALL BE LABELED. POST 6" STREET NUMBERS AND 5" SUITE NUMBERS. ALL MATERIALS TO BE A CLASS A RATING: WITH A FLAME SPREAD INDEX OF 0-25 AND A SMOKE DEVELOPED INDEX OF 0-450. EP-1 EXTERIOR F I ELI7 COLOR: ICI PAINT EP-4 EXTERIOR E IFS TRIM COLOR: 0 RYVIT PAINT ORDER LLUMAR MAGNUM SECURITY FILM - SCL SR PS1: MAD I CO CL-400-XSR .001" FILM THICKNESS 5 ci% UV REJECTION TENSILE STRENGTH = 51050 PSI .004" THICKNESS 25,000 PSI TENSILE STRENGTH OPAQUE FILM SOLAR ENY #50YY 12/0041 SILVER SCREEN *105 NATURAL WHITE ......,-, REVIEWED FOR CODE COMPLIANCE 4CFlitY3E 7:I Tri7uv2kw71 ii: 'r21).ECEIVEI DEC. 3 0 2010 BUILDING DIVISION PERMIT CENTER 1934 SHERWIN IN ILL I AMS PAINT ORDER #1045-0055418 MA6ENTA AVERY Acl 16% TRANSMITTED SOLAR OPAQUE PANTONE WHITE 1096 REFLECTED ,M001-0 12% ABSORPTION VISIBLE 1-161•IT OPAQUE FILM 65 96 TRANSMI TTEI7 EP-2 EXTERIOR TRIM COLOR: ICI PAINT *6 I YY 51/016 QUIET HI DEAINAY < M-1 KAWNEER 1S501 HURRICANE RESISTANT LLUMAR 10 % REFLECTED STOREFRONT SYSTEM NRMM-PS5 - BLACK SHADING, COEFFICIENT .1'15 EP-3 EXTERIOR E I FS FIELD COLOR: DRYVIT PAINT ORDER MAD ICO - SAFETY SHIELD 1500 (GRAFFITI FREE) 141 % SOLAR ENERGY REJECTED *612 MOONL I 6HT TENSILE STRENGTH 52,000 PSI M-2 BRUSHED ANODIZED ALUMINUM FINISH 1514LEAK STRENGTH 450 POUNDS PER INCH Al GENERAL NOTES A5 APPROVED WINDOW FILM A8 EXTERIOR FINISHES NOT ALL USED AT THIS LOCATION NOT ALL USED AT 'TFIS LOCATION 1 2 5 4 1 5 6 • 6 q 10 11 1 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. 0>! CONSULTING ENGINEER z cc 0 IJJ IJJ INTERIOR ELEVATIONS 9926 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: 1/4"=1'-0" r''S' A-5 PROJECT No.: TM010051 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. IhE EC w° a 1.1 il J V1 —V)I- ADA ACCESSIBILITY DETAILS CONSULTING ENGINEER z 0 ou m N in cn co o N 'T- ee 76CO c N in . `1. E <� OC m .0 W c CO KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: N.T.S. n6 A -6 PROJECT No.: TMOIOO5I I 1 2 5 4 5 6 "i 8 a 1 10 11 1 12 — , /____-PSAINAE O / �� �, , J / /�� • UPPER CHARACTERS 5:: �� 44" MIN. 1,11 60" MIN. 1LI1 1/4" 3/4 PUSH SIDE 12" MIN. PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 24" MIN. CLEAR AT EXTERIOR DOORS. ONBWALL SIDE I N6LE LEVER, SINGLE HOLE MOUNT r ri ) - .,..�� - woo !FA a 'I LAVATORY FAUCET RE: PLUMBING RAISED I/32 y ' PULL SIDE 12" _Al T i l / NEW LAVATORY �M f 1 limo HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX. -it- I 18" MIN. CLEAR AT RE: SPEC. NW SINK PIPE ;p (': = INTERIOR DOORS FRONT APPROACH j CORRESPONDING, GRADE Il BRAILLE ` SIGN VIEW GRADE ` II ACCESSIBILITY ` O 6" BRAILLE SYMBOL TO BE MOUNTED AT TOILET ROOM ENTRANCE -� PULL SIDE SIGN VIEW O f i O Nla gi&O i AGGE551BILITY 516NAGE: PROVIDE ACRYLIC REVERSE SILK SCREENED SIGNS WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED eV 86" MIN. �i� +/ / t , v to �- �� 15 1/2 Of LETTERS, AND BRAILLE, AT ACCESSIBLE TOILET FACILITIES; SEX ONE UNISEX. EACH V-6" X 1 q J V Y v �q Q p _ RESTROOM tiViljel G3 SECTION THROUGH SINK ORESTROOM PLAQUE O ELEVATION VIEW N.T.S. PUSH SIDE (A ..• MIRROR „ 54 MIN. �` SIDE APPROACH -- 1 WALL 48" MIN. , 48" MIN. , 1 ==- ° - us ' F- 01 14 X z _ z II =,..�. = �� 1)_ z G8 ACCESSIBLE RESTROOM SIGNAGE GI MANEUVERING lr---;,,, N.T.S. N.T.S. • %E: , =� SPACE OF 30 „ X48 SHALL BE PROVIDED IN FORWARD APPROACH. ADJOIN OR OVERLAP IN NO EXTENT INTO KNEE LAVATORY. THE BOTTM EDGE NO FLOOR. BE LOCATED ON THE EDGE OF THE TOILET DELIVERY OR THAT DO SHALL NOT BE USED. FLOORS SHALL HAVE A SUCH AS TILE, OR OTHER UPWARD ONTO THE /1/1°i ` et milA ________+___ DOOR 1. LAVATORY FIXTURES - A CLEAR FLOOR COMPLYING, WITH SECTION 4.19.3 ADA FRONT OF A LAVATORY TO ALLOW SUCH CLEAR FLOOR SPACE SHALL AN ACCESSIBLE ROUTE AND SHALL AND TOE SPACE UNDERNEATH THE 2. MIRRORS SHALL BE MOUNTD WITH HIGHR THAN 40 INCHES FROM THE 3. TOILET TISSUE DISPENSER SHALL NOT WALL WITHIN 12 INCHES OF THE FRONT SEAT. DISPENSERS THAT CONTROL NOT PERMIT CONTINUOUS PAPER FLOW 4. INTERIOR SURFACES - TOILET ROOM SMOOTH, HARD, NON - ABSORBENT SURFACE PORTLAND CEMENT, CONCRETE, CERAMIC APPROVED MATERIALS WHICH EXTEND WALLS AT LEAST 5 INCHES. FORWARD REACH LIMIT 8" MIN. KNEE CLEARANCE UIP HIGH 6” MAX. ADA TRAP GUARD TOE CLEARANCE. kNALL �: H.G. GHEGKSTANDS REQUIRED X 48 MIN. NUMBER OF REGULAR GHEGKSTANDS NUMBER TO BE ACCESSIBLE MOUNTING HEIGHTS �j l _ -'��,`� O I TO 4 5 TO 8 I 2 FINSH FLOOR 1111111111hih\ � �` ir4i'z _ 4-O" MIN. LEAR FLOOR SPACE J���% } 9 TO 15 3 . , OVER 15 3 PLUS 205 OF ADDITIONAL AISLES ' . - ../,,i,,\ �� �MPRE55ED CARPET IN NEW CONSTRUCTION, GHEGK STANDS, INCLUDING, SERVICE COUNTERS REQUIRING A SURFACE FOR TRANSACTIONS, SHALL BE MADE ACCESSIBLE BY PROVIDING, A 36" AISLE ON THE CUSTOMER SIDE OF THE GHEGKSTAND. WHERE QUICK CHECK STANDS ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. WHERE REGULAR CHECK STANDS ARE PROVIDED, THE NUMBER OF GHEGKSTANDS THAT ARE ACCESSIBLE SHALL BE AS SHOWN IN TABLE ABOVE. IN NEW AND EXISTIN6 CONSTRUCTION, ACCESSIBLE GHEGKSTANDS SHALL PROVIDE A CLEAR CHECKOUT ISLE WIDTH OF 36 WITH A MAXIMUM ADJOINING COUNTER HEIGHT NOT EXCEEDING 38" A.F.F. THE TOP OF THE COUNTER LIP SHALL NOT EXCEED 40" A.F.F. ACCESSIBLE GHEGKSTANDS SHALL ALWAYS BE OPEN TO CUSTOMERS WITH DISABILITIES AND SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS• THE 5I&N SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BAGK&ROUND AND SHALL STATE "THIS GHEGKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES." IN EXISTING BUILDINGS, AT LEAST ONE CHECKOUT ISLE SHALL BE ACCESSIBLE IN FACILITIES WITH LESS THAN 5,000 SQ. FT. OF SELLING SPACE. IN FACILITIES OF 5,000 SQ. FT. OR MORE OF SELLING SPACE, AT LEAST ONE OF EACH DESIGN OF CHECKOUT AISLE SHALL BE MADE ACCESSIBLE WHEN ALTERED UNTIL THE NUMBER OF ACCESSIBLE CHECKOUT AISLES OF EACH DESIGN EQUALS THE NUMBER REQUIRED IN NEW CONSTRUCTION. 1/4" MAX. BELOW �A¢'. f _ O d1 i m ■ Z THRESHOLD THRESHOLD. W �1 —o- 48" MIN. OC V O O- r \� \ _ '_ // /r w �— J' - X SHALL BE LESS SHALL BE &SEATER LESS THAN 20 INCHES. WHEN X I5 20 TO INCHES MAXIMUM. MAXIMUM THAN OR EQUAL TO 25 INCHES. Z THAN OR EQUAL TO X. WHEN X IS THEN Y SHALL BE 48" MAXIMUM. 25 INCHES, THEN Y SHALL BE 44 FORWARD REACH �'^ ` - -- CLEAR FLOOR SPACE DOOR 1 A AN OBSTRUCTION THRESHOLD ' I/4" MAX. ,� V OVER El i TOILET ROOM NOTES E3 LAVATORY DETAIL E6 REACH DETAIL �' ,2„ MAX ®1:2 �� ��� �� _ �,� SLOPE MAX. FLOOR FINISH b to ,. ssb /4" MAX. N.T.S. N.T.S. N.T.S. ei — - - D8 CHECK STAND NOTES D10 DOOR THRESHOLD N.T.S. N.T.S. 1' -6" MIN. 1 " PLUS TREAD MIN. re" MAX. ADJACENT TENANT — /J: 00,•ip■, EQUIPMENT IN SHADED .� PERMITTED AREA . - - - -� � , I "--v,,r I =, - -- I _ _ - tr RETURN TO WALL DEPTH MIN. _)2" ` ���' ' ,�'�'' 1�� y/� ;/� x x - - _ _((� n- i- A =„ �$ is i RETURN ra 1 __ m = j ``'� TO WALL �, -I -I/2 DIA HANDRAIL VISUALLY IMPAIRED WARNING, STRIPING. I" MAX PROM EDGE 1 1 > > 1 EXTERIOR u.. EXTERIORI ,, ` �� _, -. �..:,. ' _ I r _` !::� / �i\� ti = In O ~ I __, ' �I )_____j 1 1 1II1 1 ~ '� I • i I j L II �:;► ��jJ1\l' ��' •:1 ���►�j I {\ n ACCESSIBLE TRAVEL DISTANCE I I ` -_ -_ I �.� I, /r, F - -- - -- ROUTE OF �' MAX. TRAVEL j = 64 -o r — qi _ 8" MIN. . 4 6" MAX. OF TREAD. 2" TO 4 STRIP WIDTH. SPOUT HEIGHT AND KNEE CLEARANCE _ i A ` - -- -or l• fir. ` 4' -O" MIN. r' 1- CLEAR FLOOR SPACE _ ,r ____ FOR NOTE: I. INTERIOR STAIR - UPPER APPROACH 4 THE LOWER TREAD TO HAVE WARNING, STRIP. 2. COLOR FROM 1 ADJO NIN6ESURFACES.CTHE STRIP I MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. 1 _ '�t dl 1 ii ADJACENT O u. REVIEWED CODE COMPLIANCE PP MFID FEB 0 7 2U City of Tukwila BUILDING Df1/ISION . I/' .it-,_ TENANT ACCESSIBILITY ROUTE OF TRAVEL SLOPES NOT TO EXCEED RUNNING SLOPE OF 1:20 (5.057;) MAX. CROSS SLOPE OF 1:50 (2.09b). SITE ACCESSIBILITY PROVIDED BY L.L. I i RECEIVED DEC 3 0 2010 PERMIT CENTER --� 1 b I, MAX.-451-0" MIN. .1;r1/....)-- E=1 CLEAR FLOOR SPACE Al EGRESS PLAN A8 DRINKING FOUNTAIN A10 STAIR RAILING N.T.S. N.T.S. WHEN USED N.T.S. 1 2 5 4 • 5 6 -I 8 a 10 i II I 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. IhE EC w° a 1.1 il J V1 —V)I- ADA ACCESSIBILITY DETAILS CONSULTING ENGINEER z 0 ou m N in cn co o N 'T- ee 76CO c N in . `1. E <� OC m .0 W c CO KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.25.10 SHEET: SCALE: DRAWN BY: N.T.S. n6 A -6 PROJECT No.: TMOIOO5I 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary Itability. 01.1i) ra CONSULTING ENGINEER co to � C t C_ as 3 ■ he NC � N CiP VI gem g ■ O N H N z O H Ism F +1 480 998 7223 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: AS SHOWN 176 A -7 PROJECT No.: TM010051 I 2 3 4 5 1 b -i 8 1 a 10 11 1 12 -1 EXISTING ROOF DECK VERIFY UNISTRUT P5000 HS ®b' -O" EXACT CONDITION IN FIELD. - O.G. AFFIX TO TOP CHORD 3 -5/6" X 2090. MET. STUD SECTION ATTACHED TO UNISTRUT IV (3) *10 SCREWS OF TRUSS IN/ UNISTRUT BEAM CLAMPS AT EACH END. X - AT OPENING: i. LOCATION OF FLOORING TRANOO I ON UNDER DOOR LEAF. LOCATE AS SHOWN DEPENDING UPON DOOR LEAF LOCATION MATERIAL CHANGE PER PLANS _ — — ....%..rw — — — — BEAM CLAMP ...: • ail CHANNEL NUT SCREWS. EA. CONN. -L %,,,i,,,,,,,,,,,,,,,,,,�A LENSTH OF BUILT-UP 1- y (TAPERED) AREA VARIES. EXISTING TRUSS BEYOND. - — A Z U i 4 SLOPE MAY NOT EXCEED I /6" PER FOOT THINNER FLOORING TO RISE TO MEET THICKER FLOORING BY GRADUAL THICKENING OF THIN FLOORING OR BY USING A TAPERED FILL THINNER FLOORING \ \ \ \ — VERIFY EXACT CONDITIONS. y JLL 3 5/6" X 20 A. METAL STUD BRACING ® 4' -0" \ \ \ \ \ \\ J \ � ; :a3 �A O.G. CLIP 4 BEND .1P -AT CASED OPENING: TRANSITION AT END JAMB AS i"��iI/OMMIJ.��snsa.,.._.._ I X OF LOCATED ON PLANS r tU 6.G. SHALL VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. /LA. A 40/ / EXISTING CONCRETE PAD G1 DOOR SILL DETAIL G4 BUILD UP OF THINNER FLOORING G7 ATTACHMENT TO STRUCTURE ABOVE G10 NOT USED e„,....1,-0,. 6".I.-o" TO MEET THICKER FLOORING N.T.S. N.T.S. SCHLUTER TRANSITION STRIP - SCHIENE (AE140) WALK OFF intik VIV 1 O 0 \ \ \\ �\ A " X 3" X 3" ANGLE X (20 GA. MI TG 1- A z N 4 _ -� J I I I I III I FASTEN ANGLE TO BRACE . • • . • GYP. BD. -WOOD OR METAL BLOCKING 1 1 \ WITH (3) NO. 6 SCREWS 4 BRACE WITH 3625131-33 AT 4' -0" O.G. MAX. "I- 4- + + -I- TRACK AND BRACE CO PER DETAIL AT RIGHT -20 6A. MIN. TRACK L I — W \> -- (PER ES REPORT AS NECESSARY FOR FASTENING OF BASE WOOD BASE "' ESR -1042) - METAL STUDS, GUT — —I FASTEN ANGLE TO TRACK • • 1/2" SHORT FOR I/2" DEFLECTION FINISH MATERIALS _ VARY (MAX. WEIGHT O EQUAL TO (2) LAYERS GYP. S. E.ACH SIDE PLUS APPLIED FINISHE ) WITH (4) NO. 8 SCREWS �' TOP OF HARD FLOORING ill. OR CARPET _ cl \ \ \ \\ t ] 4. y ENTRY MAT I Iu. I I t hl l I, l:l �h.I ,1,1. . ,h / ' In , II _ + • • • •° v • ° • ° . xr . • • • • a • / EXISTING CONCRETE PAD ACROSS PARTITION SECTION ACROSS BRACING ()SECTION O WOOD - TO - WALK OFF MAT CARPET D4 WOOD BASE D7 TOP OF FURRING WALL WHERE BRACED TO STRUCTURE ABOVE FOR SEISMIC SITUATIONS 6"=11-0" 3" =1' -O" V G.C. NOTE: G.D. SHALL KEEP TRENCHING TO A MINIMUM TO PROVIDE 5'NB -UPS FOR ALL FIXTURES. PROVIDE CONTINUOUS SPRAYED CHEMICAL PEST BARRIER ALL DISTURBED AND EXPOSED SOIL PRIOR TO COVERING WITH CONCRETE +>: AS .FILL METAL �p� REVIEWED FOR CODE COMPLIANCE #3 REBAR GOVT. (TYP) EX 'STING SLAB ON GRADE As OCCURS SAW CUT AND REMOVE EXISTIN6 SLAB FOR TRENCH AS REQU I RED CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXIST., WITH #5 BARS MI D O.G. EACH WAY AT MIDDLE DEPTH OF SLAB. DRILL b EPDXY b INTO EXIST. SLAB. LOCATE CONDUIT ABOVE VAPOR BARRIER AP nVFD FEB 0 7 ,' of TU BUILDING U BUILDING DiVI~RION STUDS 2U11 �,, f. il�ci ( j Ct. V DOOR IN CLOSED � POSITION HALLWAY BACK OF HOUSE SALES AREA EXTERIOR Ip SMOKE GASKET SWEEP LOW PROFILE ALUM. THRESHOLD EXISTIN6 CONCRETE SLAB ON GRADE 1 - SCHLUTER TRANSITION STRIP - RENO -V (AEVTI251530) E ?�J RECEIVE DEC 3 0 2010 PST CENTER 'P I . (PER E5 REPORT 4a43P), MAX. HEIGHT II' -0 ". FINISH MATERIALS VARY (MAX. WEIGHT EQUAL TO (2) LAYERS GYP. BD. EACH SIDE PLUS APPLIED FINISHES ° �: A e ♦- , • .� ' • • ` .' • • . . °° . . :� n - EXISTIN6 VCT i •' . • 14107•1; ' • i ••� • • • • �,, o , •�, .._ • �.:.. _,.:. �� "'' •� • • . , �,, a %• 'ell; •: a •'• ..%•%_ •� • .� • . .• , �} •,, • � _ i ,...__i_ ,.... •. 'll'hII1CIIJ'll' lilt, 1, l' II'IdI;CILI�II'IiUljl'll'Idl :�� /�� / /���i rirAr4FFi4r4r4,4r4y4y ',� • ,... Q • d �u • • ' • • • a • V . °° • . • °• .° , °, ° ° °. '° °°, ° ° ° 1' • . .Q' ° -° a° ° ° I CONTINUOUS 206A BOTTOM ! u� M :1 i 111111 1 I 1 —III 11= 1 1 1 4 4 1 i _� I 1 11= 111 TRACK WITH 'HILTI' X -DNI SHOT 1114 1 1 1 I 11 4 1 1 36" MAXIMUM PIN W/ I" EMBEDMENT INTO SLAB I AT 24" O.G. (ICC #2260) AT ALL ACOUSTICAL I PARTITIONS (PARTITIONS CONTAINING ACOUSTICAL INSULATION), APPLY A FILLET OF ACOUSTICAL SEALANT AT I BOTTOM CORNER OF TRACK, EACH SIDE, PRIOR TO . • • " . . • , Va • V • a WVT /LVT - TO - EXISTING VCT *3 X24" AT 32" 1/2" DIA. \GGMPAGTED FILL AS REQUIRED LONG SLAB DOWEL VAPOR BARRIER TO O.G. INSTALLED IN MATCH. EXISTING X 4" DEEP HOLES ENTRY THRESHOLD - EXTERIOR TO MAT APPLICATION OF GYP. BD. 20 GA. MIN. TRACK *10 SCREW CONNECTION 1 \ AT EACH STUD Al FLOORING TRANSITION DETAILS A7 SLAB DOWELING AT TRENCH A10 FURRING WALL TO FLOOR CONNECTION N.T.S. N.T.S. WHEN REQUIRED 3 "= I' -O" FOR SEISMIC SITUATIONS I 2 1 3 4 1 5 6 1 1 e a 10 1 11 1 12 8541 COPYRIGHT NOTICE; These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result In cessation of construction, building seizure, and /or monetary Itability. 01.1i) ra CONSULTING ENGINEER co to � C t C_ as 3 ■ he NC � N CiP VI gem g ■ O N H N z O H Ism F +1 480 998 7223 KEVIN T. EVERNHAM STATE OF WASHINGTON DATE: 12.23.10 SHEET: SCALE: DRAWN BY: AS SHOWN 176 A -7 PROJECT No.: TM010051 0 P �II•�I li pupil lil mm ppoop IIIIII11 Ti 11111111111111! COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. re O O u_ x �d 0 0 12o E o cu co m O N j Ow ON1 J N 11.1 CO 00 o 0 etr 0 0 J LPL Z H 1111111111111111 Z 0 v7 u ■■ F +1 480 998 7223 DATE: 12.23.10 SHEET: SCALE: 1/4" = I' -O" DRAWN BY: STAFF PROJECT No.: TMO 10051 E -1 1 2 3 4 5 6 1 8 9 10 11 12 4 i UM NA I RE SC- PU GALLOUT SYMBOL DESCRIPTION MODEL LAMP INPUT WATTS BALLAST VOLTS MOUNTING NOTE 1 A Ni; 6" Recessed Adjustable Down Light - Gimbal PANOS 5 PRR5N4P IA20055 U 5P WH (I) 201N CMH W/ LAMPHOLDER G8,5 20 Electronic 120V IP 2W Recessed -,- rz n 0 24 HR /1 DAY ASTRONOMICAL TIME Z 4 CLOCK FOR STORE LIGHTING, STORE T FRONT SIGN AND STOREFRONT LIGHTING. B .i. `W 6" Recessed Adjustable Down Light - Gimbal PANOS 5 PRR5N4P IA35685 U SP W1-1 (1) 391N CMH W/ LAMPHOLDER 68,5 39 Electronic 120V IP 21N Recessed BNL 0 6" Recessed Adjustable Down Light - Gimbal PANOS 5 PRR5N4P IA35G85 U 5P WH (1) 39W CMH W/ LAMPHOLDER 68,5 39 Electronic 120V IP 211 Recessed NIGHT LIGHTS SHALL BE CONNECTED AHEAD OF ANY SWITCHING DEVICE TO MAINTAIN 24 HR OPERATION. 1 ICI t c 10" Recessed Adjustable Down Light - Gimbal VIVOM 70T45G85 F WH VIVO M M (1) 39W GMH W/ LAMPHOLDER G8,5 10 Electronic 120V IP 2W Recessed • IZ 1- w Z I EMI 'IMI BOH 1NaII Mounted Emergency Light Juno NAN3WH (2) 9W 15 Electronic 120V IP 21N Wall ID 7' -6" 90 Minute Battery Backup EXISTING SIGN EX _ Single Face Exit Sign Juno NANXESBIRWH LED 15 n/a 120V IP 211 Ceiling /Wall 90 Minute Battery Backup See note #8 NOTES: I. ALL. RECESSED LUMINAIRES IN SALES AREA SHALL BE CENTERED IN /ON CEILING TILE. PROVIDE ADDITIONAL SUPPORT PER MFG. RECOMMENDATIONS FROM STRUCTURE ABOVE FOR ALL LUMINAIRES ATTACHED TO HUNG CEILINGS. 2. SEE REFLECTED CEILING PLAN FOR ACTUAL LUMINAIRE LOCATIONS AND DIMENSIONS. 5. LUMINAIRES LISTED ABOVE ARE FURNISHED BY OWNER THROUGH LIGHTING VENDOR. 6. LIGHT FIXTURES EMI, AND EX TO HAVE 90 MIN. BACKUP BATTERY. I ALL EMERGENCY EGRESS LIGHTING SHALL BE CIRCUITED AHEAD OF ANY SWITCHING. . - C NORMALLY OPEN NEW - Z11—o (MECHANICALLY HELD) co LIGHTING CONTACTORS IN APPROVED ENCLOSURE 204 MINIMUM RATED CONTACTS. Q SQUARE ID SERIES 8903 HEAVY DUTY CONTACTORS OR EQUAL. 0 CONTACTOR 0 SHEET NOTES 1. EXISTING JUNCTION BOX AND DISCONNECT FOR EXTERIOR SIGNAGE. COORDINATE LOCATION WITH SIGN VENDOR. HOME RUN THROUGH LIGHTING CONTROL PANEL (LGP). V.I.F. NOTE: IF EXISTING J -BOXES ARE NOT PER APPROVED SIGN COMPANY DRAWINGS THEN GC 15 RESPONSIBLE TO RELOCATE AND PATCH FACADE AS NECCESARY. 2. ALL NIGHT LIGHTS (N.L.) SHALL BE CONNECTED AHEAD OF ANY SWITCHING DEVICE TO MAINTAIN 24 HR OPERATION. 3. LIGHTING OVERRIDE SWITCHES. MOUNT AT 42" AFF. 4. ALL EMERGENCY AND EXIT LIGHTS SHALL BE CONNECTED TO LOCAL CIRCUIT AHEAD OF LOCAL SWITCHING. CONTROL SWITCH b GENERAL LIGHTING GENERAL LIGHTING DISPLAY LIGHTING u --- DISPLAY LIGHTING • Ell ; NEW NORMALLY OPEN (MECHANICALLY HELD) `" 4 N "' Q LIGHTING CONTACTORS IN APPROVED ENCLOSURE 20A MINIMUM RATED CONTACTS. R, SQUARE D SERIES 8903 Q HEAVY DUTY CONTACTORS OR EQUAL. NOTE: EXIT, AND NIGHT LIGHTING SHALL NOT BUILDING SHUTOFF. ALL LIGHT FIXTURES NOT ON TIMECLOCK SENSOR SHALL BE CONTROLLED BY TGC SHALL PROVIDE CONTACTORS AS REQUIRED. I. EMERGENCY, RUN TINRU 2. IMPORTANT: OR OCCUPANCY LIGHTING CONTACTOR(S). ADDITIONAL GENERAL NOTES iii A. B. C. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (1.e. U.L., ETC.) LUMINAIRES IN CONTACT WITH INSULATION SHALL BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDED WITH 5" MINIMUM CLEARANCE. THE BRANCH CIRCUIT FEEDING THE UNIT EQUIPMENT SHALL BE THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING AREA AND CONNECTED AHEAD OF ANY LOCAL SWITCHES, INCLUDING THE LIGHTING CONTROL PANEL. El LIGHTING CONTACTOR DETAIL (EXISTING) NO SCALE QY._..... n 0 to "I_ 354, _. - ._..- .._. A I... . "� I'' I �1�� N®W� ®YYw � II�1 )* �� = '..... .�1 ,.,11��1I1� —'�� i i■6 'iii -• ti !I i / - / // / / 0 / / / ! �..L- 0 A -24 A -26 w A- 24-- .-- A- _26 A- 24.........__..A- 2,- __. —___. U A -24 B W r A -26 VW B A -24 Mr A A -26 NW B A -24 A -26 Mr Mr B B A -24 W Mr A A -26 B A -24 B A -26 B _......._...: __. =I'' ::aal__ !XI Bn {�. 1 �1 R- 26'Efl' _... / A -22 v A -20 v A -22 v # -'. # #'_. � g �i% A-20 � 1 II � A -22 ii A -20 ii -- - --:-- -- A '20 r ter___._.... ji / EX! ; I A-26 A. B EX A -20 8 in MI ..........._._ X 1ST BNL 11. A -20 B �► A -22 BN A -1120 2 B �■ A -22 B ■■ A -20 BNL n A -22 `r A -22 .■ TV 5 151 , 74& MN N r __- _ � - -- Nr % �. -26 A - -24 tai► A -26 - -... _.. /A-24 ` - _ Al A-24 A-26 A-24 �r 5 A -26 B A -24 B A-26 ,4 A -24 B A -26 r B A-24 B A-26 B A -24 r A -24 A -24 . / it ..Afr ',, .. JI /, ° /J' l 1 I I .....r_. l RECEIVED DEC 3 0 2010 PERMIT CENTER < / EMI - � rttnrrtnT .. . ...,, r. .._ ..__. SEPARATE PERMIT AND APPROVAL REQUIRED Al LIGHTING FLOOR PLAN 1/4" = I' -0" 1 2 3 4 5 6 7 8 9 10 11 12 0 P �II•�I li pupil lil mm ppoop IIIIII11 Ti 11111111111111! COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. re O O u_ x �d 0 0 12o E o cu co m O N j Ow ON1 J N 11.1 CO 00 o 0 etr 0 0 J LPL Z H 1111111111111111 Z 0 v7 u ■■ F +1 480 998 7223 DATE: 12.23.10 SHEET: SCALE: 1/4" = I' -O" DRAWN BY: STAFF PROJECT No.: TMO 10051 E -1 111111111111111 111111 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. >+ Op RI co 0 . o W J W Z V of f Z oc 0 0 u_ cc 0 W 0 0 o r W0 `'r ilk,. 1,1E10 el ac WMC Z �f,XLL Z Z�°C� z W-1 zc; F a. Nlo in ZZ d* z 00044 8 cC�nio- z 0 H re 11 m N N 01 03 cu 0 o � N To o La O O N fsi �' . 0 o -c dl V O U) 01 .0 z 113 d 4-; m in H DATE: 12.23.10 SHEET: SCALE: 1/4" = 1' -0" DRAWN BY: STAFF PROJECT No.: TM010051 E -2 1 2 3 4 5 6 7 S Q 10 11 12 EXISTING PANEL A NEW PANEL B HOMERUNS AND BRANCH WIRING FOR 20 AMP CIRCUITS SHALL BE AS FOLLOWS: LENGTH CIRCUIT WIRE SIZE HOMERUN WIRE SIZE SHEET NOTES Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 225 Amp 200 AMP MCB Total Watts: 44,824 NEMA 1 Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 100 Amp MLO Total Watts: 13,120 NEMA 1 IFT TO SOFT No.12 AWG No.12 AWG SIFT TO 75FT NO.12 AWG NO.10 AWG 76FT TO 120FT NO.10 AWG NO.8 AWG 121FT TO 190FT NO.10 ANG NO.6 AWG 111IFT TO SOOFT NO.10 AWG NO.4 AWG I. ELECTRICAL EQUIPMENT. SEE ONELINE DIAGRAM ON SHEET E -3 FOR DETAILS. 2. EXISTING SHOW WINDOW RECEPTACLE(5). LOCATE IS" FROM TOP OF WINDOW (NEC 210.62) 3. SAW GUT (TRENCH) TO RECESSED WIREMOLD FLOOR BOX UNDER CASHINRAP. PROVIDE (3) 1" CONDUITS FOR DEDICATED POWER, GENERAL POWER & DATA. REFERENCE WIREMOLD INFO BELOW FOR BOX SIZE REQUIRED. 4. SAW GUT (TRENCH) TO FLOOR FIXTURE AND PROVIDE RECESSEDMOUNTED FLOOR BOX WITH OUTLETS CONGEALED BELOW THE SCREWED DOWN COVER PLATE. REFERENCE WIREMOLD INFO BELOW FOR BOX SIZE REQUIRED. REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM (EX) RTU -1 4000 8 3/40 X 1/20 12 (EX) OFFICE RECEPT 540 2 1 HL RECEPTACLE 180 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 360 2 HR M 4000 X 1/20 12 (E)9 SHOW WINDOW RECEPT 1200 4 3 HL RECEPTACLE 180 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 360 4 4000 X 1/20 SPARE 6 5 HL RECEPTACLE 180 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 360 6 7 (EX) G.F.I. RECEPT RTU 180 12 1/20 X 1/20 12 (EX) SIGNAGE 1200 8 7 HL RECEPTACLE 180 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 360 8 9 SPARE 1/20 X 1/20 12 (E)9 FRONT DOOR 200 10 9 HL RECEPTACLE 180 12 1/20 X 1/20 12 SERVICE COUNTER RECEPTACLE 500 10 DED 11 CONVENIENCE RECEPTACLE 360 12 1/20 X 1/20 SPARE 12 11 HL RECEPTACLE 180 12 1/20 X 1/20 12 SERVICE COUNTER RECEPTACLE 500 12 DED GENERAL NOTES 13 VHP RECEPTACLE - LIGHT 1080 12 1/20 X 1/20 12 (EX) BOH LIGHTING 720 14 13 N RECEPTACLE 900 12 1/20 X 1/20 12 SERVICE COUNTER RECEPTACLE 500 14 DED 15 VHP RECEPTACLE - PC 1080 12 1/20 X 1/20 SPARE 16 15 N24 RECEPTACLE 900 12 1/20 X 1/20 12 SERVICE COUNTER RECEPTACLE 500 16 DED A. ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED CODES, ORDINANCES, AND AMENDMENTS. B. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING LAB (1.e. U.L., ETC) C. PROVIDE PLENUM RATED WIRING WHERE REQUIRED. COMPLY WITH NEC 300.22. D. PROPERLY GROUND RECEPTACLES, BOXES AND COVER PLATES INSTALLED IN FIXTURES PER NEC 250.146 AND 406. 1 17 VHP RECEPTACLE - WALL 1080 12 1/20 X 1/20 SPARE 18 17 N RECEPTACLE • 900 12 1/20 X 1/20 12 SERVCE COUNTER RECEPTACLE 500 18 DED LD 19 (EX) REFRIGERATOR 700 12 1/20 X 1/20 12 GENERAL LIGHTING 378 20 C 19 N24 RECEPTACLE 900 12 1/20 X 1/20 12 SERVCE COUNTER RECEPTACLE 500 20 DED 21 (EX) MICROWAVE 1200 12 1/20 X 1/20 12 GENERAL LIGHTING 273 22 C 21 TTL RECEPTACLE 500 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 500 22 23 (EX) COFFEE MAKER 700 12 1/20 X 1/20 12 DISPLAY LIGHTING 624 24 _ C 23 TTL RECEPTACLE 500 12 1/20 X 1/20 12 PRESENTATION RECEPTACLE 500 24 25 (EX) DISPOSAL 400 12 1/20 X 1/20 12 DISPLAY LIGHTING 649 26 C 25 TR. RECEPTACLE 500 12 1/20 X 1/20 12 SERVCE COUNTER RECEPTACLE 500 26 DED 27 (EX) CART 1800 12 1/20 X 1/30 SPARE 28 27 SPARE 1/20 X 1/30 10 SERVICE COUNTER RECEPTACLE 500 28 DED LD 29 (EX) WH -1 1500 12 1/20 X 1/20 12 TIMECLOCK/ CONTACTOR 400 30 LD 29 SPARE 1/20 X 1/20 12 PRINTER RECEPTACLE 500 30 31 (E)9 SERVER 360 12 1/20 X 1/20 SPARE 32 31 SPACE X SPACE 32 LD 33 (EX) TELEPHONE / SECURITY 180 12 1/20 X 1/20 SPARE 34 33 SPACE X SPACE 34 DED 35 SERVICE DESK RECEPTACLE 500 12 1/20 X 1/20 12 BILL PAY KIOSK 900 36 35 SPACE X SPACE 36 DED 37 SERVICE DESK RECEPTACLE 500 12 1/20 X 3/100 1 PANEL B 4880 38 37 SPACE X 3/30 10 TVSS 38 DED 39 SERVICE DESK RECEPTACLE 500 12 1/20 X 4120 40 39 SPACE X 40 DED 41 SERVICE DESK RECEPTACLE 500 12 1/20 X 4120 42 41 SPACE X 42 WIRING SYMBOLS ALSO SEE SHEET E -3 WIREMOLD TOTAL LOAD PHASE 'A' 15587 REMARKS TOTAL LOAD PHASE 'B' 14553 (EX) EXISTING CIRCUIT TO REMAIN TOTAL LOAD PHASE 'C' 14684 (C) LIGHTING COTACTOR (LD) LOCK -ON DEVICE TOTAL LOAD ALL PHASES 44824 WATTS (DED) DEDICATED GROUND 124.51 AMPS (HR) HACR RATED CB (SD) SWITCHING DUTY CB ALL BREAKERS TO BE 20A BOLT-ON UNLESS NOTED OTHERWISE REMARKS (FC) PROVIDE FUSE CLIP (LCP) LIGHTING CONTROL PANEL (LD) LOCK -ON DEVICE (DED) DEDICATED GROUND (HR) HACR RATED CB (SD) SWITCHING DUTY CB ALL BREAKERS TO BE 20A BOLT-ON UNLESS NOTED OTHERWISE TOTAL LOAD PHASE 'A' 4880 TOTAL LOAD PHASE 'B' 4120 TOTAL LOAD PHASE 'C' 4120 TOTAL LOAD ALL PHASES 13120 WATTS 36.44 AMPS SINGLE GAT5e WIRE E XI DUPLEX JACK W/ 2 WIRES X2 E QUADPLEX W/ 4 WIRES X4 OVERHEAD AP CABLING AP ® SINGLE GAT5e WIRE ABOVE CEILING AP RECESSED FLOOR BOX SPECIFICATION (FOR STORES ON SLAB) • RFB2 -06 - WIREMOLD 2 GANG STEEL RECESSED OG FLOOR BOX • RFB4 -06 - WIREMOLD 4 GANG STEEL RECESSED OG FLOOR BOX • RFB6 -O6 - WIREMOLD 6 GANG STEEL RECESSED OG FLOOR BOX • • GVR ASSEMBLY FLUSH PLATE - 53SBBTCAL OR CVR ASSY - 53SFPTCAL POKE -THRU SPECIFICATION (FOR STORES NOT ON SLAB) • WIREMOLD EVOLUTION SAT SERIES POKE -THRU DEVICE • SATCPNK . FIRE CLASSIFIED FOR UP TO 2 HOUR RATED FLOORS (FOR STORES NOT ON SLAB, GORE DRILL AND RUN CONDUIT UNDER FLOOR. DO NOT SAW CUT. VERIFY WHETHER FLOOR 15 ON SLAB PRIOR TO BID) . ELECTRICAL LOAD SUMMARY 120/208 3 PH - 4W LOAD DESCRIPTION CONNECTED LOAD (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) A_ LIGHTING 2644 1.25 3305 9 RECEPTACLES 26880 NOTE #1 18440 51 WATER HEATERS 1500 1.25 1875 5 SIGNAGE 1200 1.25 1500 4 MISC. 600 1.00 600 2 HVAC 12000 NOTE #2 12925 36 TOTAL 44824 — 38645 107 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF A/C LOAD, PLUS 25% OF HIGHEST LOAD. in —I �__._. _. _. Provide compliance with NEC 110.26 "Spaces About Electrical Provide compliance with NEC 4O .4 "Circuit Directory or Circuit EG»uipment" Identification" _„ z= z_ z= t 1 6 4. ii ...,... I Z _ 1 z a z I -, m + m = m + z m + m z+ z m z> z+ b to ,...... 35 z_ z= I. z' z' x m + tf, + cn -1 m >+ z+ z x+ 0 c I' -4" I' -4" 4' -10" 17' -6" 3' -i" 6' -II" 3' -5" 3' 4' 2' I' -4" 1-4" • / T _ •. A -II 1 1 . ii S! {�1i 3 �� i 1t ! t ii ...... �11�1 _ ift1; /� / \ { I�1 �{ ice- t { s�! : _: mt u Ci�W� i 41 :_......._..._ [Q fQ... x m u> Rd i• -- rW��I ' - x cam =: m — to / Y, to in ttl _t 3 3 min fLi fCi fO - u MIP ' .:t B -14,16 4 � A -�� EXIST 9 -'I Al - � °� X2 NEW _ � tFB2 / ..._......__..... _...._......- / 8.-. 0,i2_-__....._. R.EB.6._._.____._._..R=Bb 4' -3" _..1.._....- .......__.__ 1' -6" 8 -30 , / �'TM "1• El °"-' s :� ►� 614 B -3 1. 3' -5" —�-- ,, / / PANEL B EXISTING PANEL A �HL -I/ / . 1 + , ■ [ . - t t o 8 -2,4 S'� AO 8 -22 24 -_ 1 R B. 15'-in XI B -2 B-2: B -2; _,— a� 1 1 =,— ia X4 \ 8 -6,8 � TTLW �-- +31 -I OVERHEAD AP CABLING ABOVE GLG. 3' -0" MIN EXISTING GAT5e GABLE FOR SHOPPER TRACK - VIF ABOVE GLG. A- 4:.... 8' -6" EX15T crl 0 i- -a1 7–;,;, --- / r._- -l.k 4r Fl B -IS RFB6 B- 2, - =R 7-1_ 7 54 5-4" N +N +N 1 i II 14' :- —r 5-17 : :" --- A -3557 ' _, r 'BI rim i I L Lj,$ / 7 RFB RF 61 -- RECEIVED DEC 30 2010 PERMITCENTER • ...�1a se .. ,,,,,91, _ �..�:. r 1: 19 9a.. 1� 1� 1� . _........_.._ -- a• l� K � rrri ,F ; mom �lll _ ..�!^•^ / / ®/ / {1 =Eat '��- {����. rimirrrrr / i�Hl Iw lr Weill I'- 4 ", I' -4" 2' I.____— .________._._._._. _._. _ ._ .__ __ ____ ._ to ca 26' -3" 3' -7" 6' -10" 5' -3" 2' I' -4" :� z -4 II a_ m Cl zm m CI Z z z Vi z SEPARATE PERMIT AND m Al POWER FLOOR PLAN & SCHEDULES APPROVAL w¢s, 1/4" = I' -o" REQUIRED - 1 1 2 I 3 4 5 6 7 a =i 10 I 11 12 111111111111111 111111 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. >+ Op RI co 0 . o W J W Z V of f Z oc 0 0 u_ cc 0 W 0 0 o r W0 `'r ilk,. 1,1E10 el ac WMC Z �f,XLL Z Z�°C� z W-1 zc; F a. Nlo in ZZ d* z 00044 8 cC�nio- z 0 H re 11 m N N 01 03 cu 0 o � N To o La O O N fsi �' . 0 o -c dl V O U) 01 .0 z 113 d 4-; m in H DATE: 12.23.10 SHEET: SCALE: 1/4" = 1' -0" DRAWN BY: STAFF PROJECT No.: TM010051 E -2 2 5 4 5 a 10 12 SlAilTCHING SINGLE POLE SWITCH (WITH FOLLOWING SWITCH DESIGNATIONS) WALL MOUNTED AT 42" = SWITCH LEG = THREE WAY E = EMERGENCY PULL SWITCH K = KEYED SWITCH D = DIMMER SWITCH TAGS SHEET IDENTIFIER O. SHEET NOTE POIAIER DISTRIBUTION DEVICES PANELBOARD - SURFACE MOUNTED, 12" TO TOP DUPLEX RECEPTACLE, 20A, IS" AP UNO FOURPLEX RECEPTACLE, 20A, IS" AFF UNO PI RECEPTACLE WITH GROUND FAULT INTERRUPTER G ec WEATHERPROOF RECEPTACLE, IS" AFF UNO WP FLOOR RECEPTACLE, 20A e RECEPTACLE FOR SHOW WINDOW LIGHTING • MOTOR OR EQUIPMENT CONNECTION DISCONNECT SWITCH • METER TRANSFORMER 0 TELECOMMUNICATIONS/POWER MAST FURNISHED BY FIXTURE MANUFACTURER NOTE: NOT ALL SYMBOLS LISTED ABOVE ARE SHOWN ON PLANS. THE SYMBOL LEGEND 15 USED FOR REFERENCE OF SYMBOLS SHOWN ON PLANS. GENERAL WIRING DEVICES CONDUIT SYSTEM UNDER FLOOR 0 HOMERUN. CONDUIT SYSTEM TO PANEL AS NOTED ON DRAWINGS JUNCTION BOX 0-- CONDUIT UP 41— CONDUIT DOWN SECURITY AND COMMUNICATION T.T.B. TELEPHONE TERMINAL BOARD - SEE DETAIL ON SHEET E-5 11XX TELEPHONE/DATA OUTLET LOCATION, 5/4" CONDUIT WITH PULLWIRE TO ABOVE ACCESSIBLE CEILING, CABLE 15 BY OWNER. xx TELEPHONE/DATA OUTLET PLOORBOX NOTE: XX DESIGNATES QTY. OF JACKS CAT 5e CABLES TO EQUIPMENT GASINET.(PROVIDED BY OWNER) MANNECT10 Talkw-rMlftAr; Cleaning receptacle ..■•••••■•moininimmonnam 1111111111111111111111.111111111111111111111111111111111MOMMEM • • • - • • 54.--;..1,400,111.6rafogoommuttomesmemitostwormatostomomtmonempowmpiportevoirvotommommotemtgogoommstoppyammourftogeonw- /eiroAtrk. .0 4-4 for. WALL receptacle h. 20" above floor Standard wall receptacles 01,11,4041XMORMAMEAVMMIINSISMor • Power behind System wall As marked on the floor plan PowerbehInd Trail As marked on the floor plan Net connection behind System wall As marked on the floor plan Trcirirradtr; ' '''''''''''''' -"---"-" Behind the System Wall at the TTL Wall 4 Receptacles installed an the furwalls not hidden by the System Wall. All receptacles with children protection (covered). "iglyilrfrAIMMTP,71,-,1,e-"P"St50-rr,PM:l0t-r•r 7,-;:w7nrylpti-t-Mmtomtm,,, WALL receptacle H = c. 31 1/2' cm from floor 19 5/01 cm from edge of Sys vII Standard 120V receptacle. WALL receptacle H = c. 31 1/2• cm from floor Standard 120V receptacle. WALL receptacle H = c. 31 1/2 cm from floor Standard 120V receptacle. WALL receptacle H = c. 31 1/2' cm from floor Standard RJ45 H = c. 31 1/2" cm from floor Standard double RJ45 and 120V receptacle receptac e H = c. 31 1/2" cm from floor Standard double RJ45 and 120V receptacle Pos Element EEs-ANDING,Eix .1.ffiteMor* Individual Service Counter connections Floor receptacle under counter cabinet 'General POS Station connections osition • cirmilta 120V :-.- iii:;1;:(coaa)j:.1'1,I,.;:::0,' plug , (Lines)" recept.', 'recept numb•r/ "•1120Y: •" rscoptadei : s NsMIrnm Floor receptacle under counter cabinet POS Station with Multltouch connection Floor receptacle under counter cabinet For the backlight of the system wall wall ( fluorescent tubes ). Build a normal receptacle on the fur wall, on each end of the System Wall, 19 5/6' horizontally fromthe end of the System VW' (behind it). Connected to (0-24 circuit) Simple 120V receptacle on the gypsum wall behind the System Wall. Simple 120V receptacle an the 111-70 CO7e7Teci to a 0-24 h ci rcu it. Standard RJ45 socket on the wall for the presented products and multimedia elements. All wireing to he done to the server rack in the back office.Use minimum CAT6 quality wires. Power Important: 3 separate120V circuits neededl (Light, Screen, PC) Net Standrad double RJ45 plug on the wall for the presented products and multimedia elements. All wireing to be done to the server rack in the back office.Use minimum CAT6 quality wires. -mar imp e I receptac e on e gypsum wa be in• t e ystem . Important: 3 separate 120V circuits needed I (Light, Screen, PC) PC power line connected to UPS, Light ciruit to 0-24h (same as hidden lights of System Wall) Net Standard double RJ45 plug on the wall for the presented products and multimedia elements. All wireing to be done to the server rack in the back office.Use minimum CATO quality wires. ,..,:::04:11.:1.1.1111140:0.414f1A4RA.VA.:1:RN FLOOR box FLOOR box FLOOR box FLOOR box FACADE,ELENTNT,S; *04," (#4-threvoilfilfalf*-101140ti4tfi . FS:416::16,, Outdoor Signage oBTtiackEORffi,EcLeemeNT • $11*,..4Wlitilta$4:41I/M0"11.4,Pfi ,` 4 FLOOR box --744,tingor--r 111111111111111111 itelliktPrOnpf,AMI;114-,YMVP W4011p4reall -6e4,1,11,a 11.011 10014)141",.0.V., ,,..4tit1.010091111;:o,i! • .1.404141.,„,.,.-. -.. gr- MINIX 11111MI $14111'••"'''''14; Uni1,?.1111171.11,114,4,11,1V61,:11t11,1‘1!•11:1111tt,111:1! Standard recessed floor box built with 6 receptides (maximum). Two separate 120V circuits needed! Standard recessed floor box built with 6 receptides (maximum). Two separate 120V circuits needed I Standard recessed floor box built with 6 receptides (maximum). Three separate 120V circuits neededl • • • '''''''''' Standard recessed floor box built with 6 receptides. Two separate 120V circuits neededl a. es to •e simp .roug tt roug a • = opening on • e 'oar. • ow 1 excess cable length. Cables to be equipped with loose connectors. Two separate 120V circuits neededl Standard recessed floor box built with 3 receptides (maximum). Two separate 120V circuits neededl :PI)! ifiRripTruffuritirri7,717,71,111,1,ill ltprr 1 120V circuit connected to night switch, protected with phi-relay, 15ft excess cable left in the recessed ceiling or on wall fagade. 1.00,V4 According to local requirements, not covered by the general design •""T1,1t=or:11'011,..ritois According to Ioca O .V • n According to local requirements, not covered by the general design D8 ELECTRICAL CONNECTIONS FOR REFERENCE ONLY) NTS DIAGRAM BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ROUGH-IN. EXISTING 5P/200A BREAKER AND METER BASE TO REMAIN AS 15 b to %.w 35, TENANT SPACE —I— —1 fl I 200A M k 1,4 1_ (E) (4)0E/0, #4 GND, 2" C.. (E) 5P/60AMP 1 1- DISCONNECTS @ R RTU-I TU-I L RTU-I EXISTING PANEL 200A MGB 208/120V (E) (5)#S, #10 GND, IN 5/4" C. FOR R711-1 (N) (4)#I, ONO,' I/2" c.. ELECTRICAL LEGEND A, DIAGRAM NEW PANEL 5" 100A MLO 208/120V SEPARATE PERMIT AND APPROVAL REQUIRED 'RECEIVED DEC 30 2010 PER A1T CENTER 2 5 4 5 10 12 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and/or monetary liability. cc 0 0 t w E ce co 17 Cfl =t11 <Gj 00 rn • u.) LU > csi LU CO 0 CC E uJ URI U.1 —.It la cv PS6 _giNce WiccoX L1J no.<4 •-• Xu. Z—gg 11J-41110 z 0.Muj,,.1 E cop;s ZZ 00,„IORN 0 Cleidero. z 0 411 ti. LI) 01 1 CU 0 0C CU LII .0 0 z 3 Ln 00 m rsl N. 00 C7) IJ- cp c tp 0 rq N so) 0) cl) 0 -a 04. 0 v, E 0 1 DATE: SCALE: DRAWN BY: PROJECT No.: 12.25.10 SHEET: 1/4" = 11-0" STAFF TM010051 E-3