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HomeMy WebLinkAboutPermit D03-152 - SEATTLE LIGHTING - TENANT IMPROVEMENTSEATTLE LIGHTING 300 ANDOVER PARK WEST, #600 D03 -152 Parcel No.: 2623049119 Permit Number: D03-152 Address: 300 ANDOVER PK W TUKW Issue Date: 07/28/2003 Suite No: Permit Expires On: 01/24/2004 Tenant: Name: SEATTLE LIGHTING Address: 300 ANDOVER PK W, TUKWILA WA Owner: Name: SEGALE M A INC Phone: Address: PO BOX 88028, TUKWILA WA Contact Person: Name: BUFF LITTLE Phone: 206 - 949 -9122 Address: 222 2 AV, EXT SO, SEATTLE WA Contractor: Name: A BOY SUPPLY COMPANY INC Phone: Address: 1919 NW 19TH AVENUE, PORTLAND, OR Contractor License No: ABOYSCI132NR Expiration Date:06 /21/2004 DESCRIPTION OF WORK: INSTALLDROP ACCOUSTICAL CEILING IN 3 AREAS; INSTALL SLAT WALL DISPLAY SYSTEM; INSTALL HARDWARE DISPLAY PANEL SYSTEM; INSTALL WALL TRACK DISPLAY SYSTEM; INSTALL 2 NEW SALES COUNTERS; MAKE FLOORING FINISH CHANGES AS NECESSARY. Value of Construction: $ $40,000.00 Fees Collected: $900.04 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: III -N Occupancy per UBC: 0023 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N DEVELOPMENT PERMIT Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Profit: Private: D03 -152 Public: Non- Profit: Public: Printed: 07 -28 -2003 Water Meter: N doc; Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -152 Printed: 07 -28 -2003 Permit Center Authorized Signature: 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. Signature: l „✓ �'" Date: 7- Z/ 6 Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Le // 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. 003 -152 Date: - w fr UO 0) 0 L1.1 w u. d z �.w Z = I— O Z w U D L] ww H r- u O z Printed: 07 -28 -2003 w U N Off' z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049119 Address: 300 ANDOVER PK W TUKW Suite No: Tenant: SEATTLE LIGHTING 1: ** *FIRE DEPARTMENT CONDITIONS * ** 3: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 4: Maintain fire extinguisher coverage throughout. doc: Conditions PERMIT CONDITIONS D03 -152 Permit Number: D 03-152 Status: ISSUED Applied Date: 05/19/2003 Issue Date: 07/28/2003 2: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 5: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 6: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 7: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 8: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 9: * ** EXITS * ** - UFC Article 12 10: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 11: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 12: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 13: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R,B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to' the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance Printed: 07 -28 -2003 :e.•.c.ritsn.lsuk.'r + iviuk:e6: ` i«s:t:xi'6.n,a'a,�',riS:a�'c,C. «.Ii:biiriii���,�r:;»,�;is. #1901) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Z Ce 2 JU 00 u, o U)w w g = 20: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials z 1- 0 z r- 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth Q • N 22: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and a'- properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. • w Iii U = a 15: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 16: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 17: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 18: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 19: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) shall meet the requirements of Uniform Building Code 803. in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 25: ** *BUILDING DEPARTMENT CONDITIONS * ** 26: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 27: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 28: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 29: All mechanical work shall be under separate permit issued by the City of Tukwila. 30: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 31: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 32: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 33: All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a doc: Conditions D03 -152 i.: W: G�" 6X1liLt:iw1i... Printed: 07 -28 -2003 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 34: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 35: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. Signature: Print Name: / /G(,0/-( , - 6/777 doc: Conditions D03 -152 of law and ordinances other work or local laws Date: 7- Zf- Q3 Printed: 07 -28 -2003 Site Address: CONTACT:PERSOINi; E -Mail Address: Mailing Address: \applicationstQennit application (7.200)) 3/2003 CITY OF TUKWILA Community Development i ,,artment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ... ...... . ARCHITECT OF RECORD 4.All plansMust be wet stamped by�Architect of Record Company Name: 5C�d ENGINEER OF. RECORD - All plans must be wet stamped by Engineer: of Record Pagel 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 ** King Co Assessor's Tax No.: 8 To tom' 6/ T `fro 3O0 i4 9O l(.._ ui65r$4'J7 6coSuite Number: (0 Floor: New Tenant: , ... Yes Tenant Name: 5 17 4/6#77,06---* Property Owners Name:_ffE LE t 5 /A 5 "Ai(X � Mailing Address: 1030 smoet/62 AMA_ Gt/. ri/1k i (4 1 414C. 78/88 City State Zip Name:__ elez L /7ZE Day Telephone: 222 Mailing Address: ZZ ?� Zi ,Jr Sp s ea tike. /�hr 2q GENERAL CONTRACTOR: INFORMATIO Company Name: A /sox $/.// /G co /17.iv/ hoc_ Mailing Address: 2.2 2 2 1ili ..4 - E • 5o. scd7ree City Day Telephone: Fax Number: 2D6- 682.- 5 City State Zip CO e Fax Number:- Z— 5 ?Y ..No City' State (/,4 2elo f State Zip Contact Person: ,8UF/e L/ // LT E -Mail Address:/J/ [,p.seet / / hr1 /J . CO/2 Contractor Registration Number: 440 1 C" Expiration Date: 6 - - Za9 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** 2 - ?9?- 9'l2Z- WL9 /ZyZ AO'. /J E, ' /c9/ es&81/4 f 6 Zip Contact Person: ttif) 4 Day Telephone: E -Mail Address: h Cis, =o zr�h�/ js f -row • CO Fax Number: Y Company Name: $ilg a_ C.0.0..54,7AA0 F.4)6/•(J 0; ? p Mailing Address: /7-3 ,� �-- ,�� �%(ll/� W/9' li�o� City State Zip Zi Contact Person: ,Y4t //< /f v/r fy Day Telephone: 'Z - Yro %O 75 E -Mail Address: Fax Number: 4 /Z.5 - - 07 +' V#` 4J 4ki!l b�2RVp .+kA+;'1au�, wf�. wrs.:' P. ssxw: At'. �SFirsn !sroylaC3�m*titaa+'.YFAT•iVi F Existing Building Valuation: $ Scope of Work (please provide detailed information): 14erel 4cC.Oe/JJ7C.4L- Cfi L#A : //J 1 4 0-y A15'r _! rtA/16L /L/t- 641 'L % t ,fir ay / .. . s w- - ydi e_ _ Jo02A / i> 5i , /v$ (5145 CQSI.�U ,._/x, �GGi7( /�� - ,t7,e e!fi�' c ���! �, ✓` -y Will there be new rack storage? [] ..Yes pr. No If "yes ", see Handout No. ______ for requirements. Valuation of Project (contractor's bitl'price): S �� eino L` 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: ig -,2-Y Lot Area (sq ft): Y61, NS" Floor area of principal dwelling: /Of 8 Floor area for 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: /1/ Handicap: / 2- kapplicationa\pamit application (3-2003) 3/2003 Provide All Building Areas in Square Footage Below Will there be a change in use? ❑ ....Yes X .No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /2(.Sprinklers 0-Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0. -Yes X..No If 'yes attach list of materials and storage locations on a separate. 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Page 2 t Existing Interior Remodel Addition to Existing . Structure New Type of Construction ; UBC Type of Occupancy per UBBC 1 Floor ZZ za d 2, x x x x /� �/ , p e er ii J t r { r ti t / 2 Floor Z ,, Zl 3 Floor Floors " thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Building Valuation: $ Scope of Work (please provide detailed information): 14erel 4cC.Oe/JJ7C.4L- Cfi L#A : //J 1 4 0-y A15'r _! rtA/16L /L/t- 641 'L % t ,fir ay / .. . s w- - ydi e_ _ Jo02A / i> 5i , /v$ (5145 CQSI.�U ,._/x, �GGi7( /�� - ,t7,e e!fi�' c ���! �, ✓` -y Will there be new rack storage? [] ..Yes pr. No If "yes ", see Handout No. ______ for requirements. Valuation of Project (contractor's bitl'price): S �� eino L` 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: ig -,2-Y Lot Area (sq ft): Y61, NS" Floor area of principal dwelling: /Of 8 Floor area for 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: /1/ Handicap: / 2- kapplicationa\pamit application (3-2003) 3/2003 Provide All Building Areas in Square Footage Below Will there be a change in use? ❑ ....Yes X .No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /2(.Sprinklers 0-Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0. -Yes X..No If 'yes attach list of materials and storage locations on a separate. 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Page 2 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑... Water District #I25 ❑...Water Availability Provided Submitted with Application (mark boxes which apps ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ . .. Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Tempo Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public — ❑ ...Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address:,, tapplications\permit application (3.2003) 3/2003 IIVFORI ATIO i; 206=433017 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. : Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private Page 3 ❑ ., Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size " Day Telephone: City Day Telephone: City State State Tip Zip Unit Type: • Qty Unit Type: • Qty Unit Type: Qty Boiler /Compressor: Qty Furnace < 100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 'MECIIANICAL PERMIT :I 1IO' tATWON 6 - 431.3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Indicate type of mechanical work being installed and the quantity below: Date Application Accepted: 4 1 3 ■applicationa'permit application (3 -2003) 3/2003 1 Date Application Expires: Page 4 City State Day Telephone: Fax Number: PERMIT APPL :ICATION:NOTES= :.Applicable:to all:permit$ in tbis Date: cc- 0- MY ataff initials: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement .... Commercial: New .... 0 Replacement .... Fuel Type: Electric 0 Gas ....0 Other: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: 91/ Print Name: 14./(44, 4key 4 L/� Day Telephone: 2 - r - !lZ Z 2pav Mailing Address: Z2— / L/ /� 5o City State Zip z RECEIPT l Z ce w Parcel No.: 2623049119 Permit Number: D03-152 6 = Address: 300 ANDOVER PK W TUKW Status: APPROVED 0 0 Suite No: Applied Date: 05/19/2003 u) w Applicant: SEATTLE LIGHTING Issue Date: N CO W w 0 2 Receipt No.: R03 -00907 Payment Amount: 547.25 g co D Initials: SKS Payment Date: 07/28/2003 02:03 PM z w User ID: 1165 Balance: $0.00 H 1— 0 Z1— w • W Payee: SEATTLE LIGHTING FIXTURE CO. v n O N t7 1— TRANSACTION LIST: w w Type Method Description Amount U. O Payment Check 0345520 547.25 w Z U = 0 1— Z ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES 000 /322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 542.75 4.50 Total: 547.25 it1T7_l. 07/28 )716 TOTAL "'>47 -,c;. Printed: 07 -28 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049119 300 ANDOVER PK W TUKW SEATTLE LIGHTING R03 -00615 BLH ADMIN Payee: SEATTLE LIGHTING TRANSACTION LIST: Type Method Description Payment Check 0345513 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 352.79 Current Pmts 352.79 Total: 352.79 D03 -152 PENDING 05/19/2003 Payment Amount: 352.79 Payment Date: 05/20/2003 10:51 AM Balance: $547.25 8878 05/21 9716 TOTAL 352.79 Printed: 05-20-2003 Project: &A-14 L.:Iski-i Type of Inspection: ..1 h1 I Address: 0 U A NS ConW2 Pk ►■/ Date Called: Special Instructions: 1 ` /;30 Date Wanted: / a.m. Requester (Suf.(' .d Phone No;, c 9 11 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 t -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 11 rfJ(&tS Ct4, eco4Ia�1S ecvvk l er1e, ector: Receipt No.: r■ t 4- (ewe .s {� t TO ttJ P; .DOS- I�2 Date: 47.00 REINSPECTIO EE REQUIRED. Pri • r to inspection, fee must be aid at 1300 Southcente Blvd., Suite 100. CaII to schedule reinspection. Date: COMMENTS: � &l Type of Inspection: "P i N A Date Called: i o -- (., — C Z, 0 • . l G> M ( y't3�` Q el/ !2P Zvi rtrr.c.✓� ' . ery ii A- - /6-4 , �,-, -,.� er,.+� � �t rlevt,o /fir E. 1-r &- ri--re-; / ;�, /,V . Pone No: o 2.0 C,) 9 Li -. 9 `zz- -- (7 i // 10 -12 ,y, ,,,/,1 / 6 /://cr 0- /.4//// > .1/ iNr) Project: SP .- t..-.. N - rim � &l Type of Inspection: "P i N A Date Called: i o -- (., — C Z, Address: 3C�o r� N i c?. ?IL Special Instructions: w „ r . ....�- .i n " (\Ass.. i i4\ .. l Date Wanted: a.m. 10— 1 j -- 0 3 p.m. Requester: _ - 3 LA Nir Pone No: o 2.0 C,) 9 Li -. 9 `zz- -- INSPECTION RECORD /1 d Retain a copy with permit PERMIT NO. \ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 roved per applicable codes ape o /r,: Corrections required prior to approval. Date: ! 5 a 3 47.00 REINSPE ION FEE RECtUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ]Date: I Pro,ect: . -. SSA 1 ! t-E. 41 G i-I 1 ! N, Type of Inspection: r / -)1'!1 / Jc / Ai el / Address: 30D /- nJAiVFR Ali. tAi Date Called: / 0— 3 — 0? ---- Special Instructions: Date Wanted: a.m., fib_ 4-03' p.m Requester: O Phone No: ( A- 0 C _ 912:7 INSPECTION RECORD Retain a copy permit t J No. py p t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 12 Approved per applicable codes. Corrections required prior to approval. lid• ector: 2v) .3-6 - 2 PER (206)431 -3670 Date: 10 $47.00 REINSPECT! • FEE REQUIRE '. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. [Receipt No.: Date: Prot ztee- / • Type of Inspection Address: 540 , 4 — z-� f e� Date Called: 1,0 ^.7 - . / Special Instructions: �r Y C�..61- ' / \l,.6"),l Date Wanted: /0i ,- ,-o3 t Requester: / �-�' Phon. No: INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9-44 e.„ i Date: 14 L `�.... :( SQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter B d., Suite 100. CaII to schedule reinspection. Inspector: El $47.00 REINSPECTION FE Receipt No.: INSPECTION RECORD Retain a copy with permit 0 4-ti; D[" �1�, etirtel Date: (206)431 -3670 z COMMENTS: ��t Gyep✓ 9, / ) �. `7 -' /, • ' / ex/7- ?"4 44- - ; 7 1 - / W s i e c Mi bir re A i A/- S- /-vY-i`' Date Wanted: ..m. Requester: Phone o _'7j jr7f 0 eJ / 07v+t M i A ✓e ✓ f' �i i1I. // /44,1 -e-,'" ✓,u4 / SP ,4,'(e 02 0tr /ch t r.4 (. /. l'' % "2e(1f' /A f rzo A.J.,,a.--e-7;:-.-7, % -i Ai pi ✓ k _ Pro'ect: e Type of I pection: I •t• i Date Ca led: /e) C, Special Instr on : Elie 0 100 0 3 inq Dwiw.oet-f4 Date Wanted: ..m. Requester: Phone o _'7j L2,-) Date: Approved per applicable codes. : if 47.00 REINSPE paid at 1300 Sout INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O. ( 06)431 -3670 Corrections required prior to approval. ION FEE REQUI ED. Prior to inspection, fee must be center Blvd., S ite 100. Call to schedule reinspection. Sis Proje t: Type o nspection: A es: ,� s bO A ,,• , C. Date Called: -t. (r Special lnstr ctions: . I Date Wanted: / .m. Requester: Phone No: (P /) 14 ` i q 9-- y~ / -.- INSPECTIO!J NO. COM INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. or: Receipt No.: t povcoei Date: $47.00 REINSPECT' N FEE RED i IRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: Pr Ject: � ft p L. 14 ,�1� Typ of Inspection: (4.Z' , ( /7 . Address: `/' 2 4( ) C.('f : (lit t o (( • Date Called: f v 3 Special Instructions: Date Wanted: f �/ /U� m. (p Requester: Phone No: 'J. • u. t Y • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: PER (206)431 -3670 Corrections required prior to approval. pec2M — Date: /a .00 REINSPECTION FE REQUIRED. rior to inspection, fee must be ald at t3O0 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pr Ett: Type of Inspection: Adz ess: / 25 Date Called - 03 Special Instructions: Date Wan d: -- 62 a p.m. Requester: i _ Ph( No:o ) 1111 � _ / 5 INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 "pproved per applicable codes. L.J Corrections required prior to approval. COMMENTS: C7 1 7.00 REINSPECTION FEE EQUIRED. Pri ' r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 Call to schedule reinspection. eceipt No.: Date: Date: COMMENTS: Type of• ��s f T tt '' .i/ L'64'i .,v ddress: Date Call • d; n , �,,� ►n /d , N �lv z —03 o , —• C1—rho /Se a.m. p.m. Reque r: nee No ' � � V Prole Type of• ��s f T tt '' ddress: Date Call • d; Special Instructions: 1 /3,4 e // D Ph Date Wanted: .-- 3 —03 a.m. p.m. Reque r: nee No ' 54 Approved per applicable codes. or: p. d at 6300 Southcenter Blvd., Suite 100. pt No.: Date: Date: INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. 3 4 '.00 REINSPECTION FEE • EQUIRED. Prior inspection, fee must be II to schedule reinspection. COMMENTS: 0) Pao , ,, ' en/ . 40 s2//)/ /2 0 -1h T �7 /nJ Add/ W.17//// / c/s (1 rrrc,e iU '' CQ / i f Date Called: / �. -0 3 1r i 1 O rSF J 11 /Q 4 /J /A4/7 S ct l e Special Instructions: -I-v i `v'�:( g sys rAiOp c7',/',t, A t"VYIC4 4 i/z(.4 ( s (a• . i ), /641 c/60 `�"A/ f e410 >v 7/ CPA 7 - �'; ,,`e /,.14//s /<r)1c/ /y /9tv/* . � r '�1 J /�� Type of Ins lion: / �1 T �7 /nJ o 0 A ntcO ess: r/li/� � Date Called: / �. -0 3 ,: C'..) Special Instructions: Date Wanted: e --/2 a.m. '.� p.m. Requester: 8v -C Phone No: 0 6 - q 9 9 - - 7 / 2 2 3 INSPECTION N0. PERMI CITY OF TUKWILA BUILDING DIVISION .4g ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 7.00 REINSNECTIO FEE REQUIRE ► . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: Receipt No.: ra •Corrections required prior to approval. COMMENTS: tnAM-A a444 — QVil 3...“2 1- 1/ e 4 e � L Date Called: /42 / � i-'1 �..... , a , .. a _ .t_ Qi,a (7f Date Wanted: �� le' / �� _ _/t• wed\ (. C A ail to i9 Ph ne No: 0.. � c ,,v ,k,.. -..tit 1 � � 0' A ,�) _J C/,,/,..,` Z2A..., -- .f.: ' C. >— 0 1 ..-- . c__J2iL Pr•'•ct: Type of slitction: , A•dress: A 1 0 7� 1/ e 4 e � L Date Called: /42 / � i-'1 special Instructions: Date Wanted: �� le' / �� .m. p .m.� Requester Ph ne No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Insp ctor: Receipt No.: INSPECTION RECORD Retain a copy with permit .. r r 'Rrtt'naw�•• ir•. ry.-.. nwaa•.r..- ..._...,., -, D p3 -- rrections required prior to approval. Date: !Date: PER (206)431 -3670 47.00 REINSPECTION r E REQUIRED. Pr or to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 10 e . Call to schedule reinspection. COMMENTS: a ' �1 Type of Inspection: �r-e - Coy, - f Date Called: �� .31 u 3 , .e, (� f / /eg .. 1-7 `.✓J.� cif .".. ��._ �� e l l.- ,(.4. ,L ! e - i it,&t ' _ �.L _. i ./ .. 'Ai a Li t 4 " -zo era 4 11!,,,/ A7 el-' AI 1 Pro ect: i _ 1 c ' �1 Type of Inspection: �r-e - Coy, - Address: 1 3 a U At\ 0 vo r 7\2 �4> Date Called: �� .31 u 3 Special Instructions: �� tt .."' \ Date Wanted: � -` ,�� l,, �) —O 3 p•m. Requester: 14 f Phone No: INSPECTION RECORD Retain a copy with permit INS fCTFON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: 4 . / / 44 D $47.1 i REINSPECT • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr 'ect: , L (ri- n Type of 7ptior' C. 1 Ad ress: _3 M L -/ Date Called: � 1� , 71 ' Special Instruction • ate Wanted: a. . Requester , r f P71N6: ci LA ...... g ic,.? , , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �•�� 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206)431 -3670 Approved per applicable codes. COMMENTS: nspector: PERM( Corrections required prior to approval. Date:�w O3 Date: T El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. (Receipt No.: Project -Name Address CI Gity of Tukwila Fire Department j 7 /, TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 6.7 //7 /A/ •.Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: '1 i ) 41:2 ti Hood & Duct: , \: Halon: A/ Monitor;. , /1 //1//*\ Pre -Fire: A/ Permits: �-- Authorized Signature W/ce„ FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. !'. r Vii- /5- Suite # ' Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 .0111 AIN SHUTLER _ I CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB Seattle Lighting Company SHEET NO. COVER CALCULATED BY MTN CHECKED BY SCALE JOB NUMBER 00 -47.03 OF DATE 5/13/03 DATE STRUCTURAL CALCULATIONS FOR: SEATTLE LIGHTING COMPANY (LIGHTING GRI 300 Andover Park West, Suite 600 Tukwila, Washington PROPOSED BY: Seattle Lighting Fixture Company 222 Second Avenue, Ext. S. Seattle, Washington DESIGN CRITERIA: CODE ROOF LIVE LOAD MINIMUM LATERAL LOAD SEISMIC ZONE CITE( Of 3U1CW4U APPROVED JUL 2 5 2003 its are t,a1 C` rIPCPw kiiPri 70710.- '1� { 772. ¢{ M N UNIFORM BUILDING CODE, 1997 Edition 25 PSF SNOW LOAD 5 PSF III, Z =0.3 Soil Profile = SD, C = 0.36, R = 3.0, I = 1.0 C!T RECEIVED TUKWILA MAY 19 2003 PETikl!T CENTER Anil MI imm SHUTLER ■ CONSULTIN.. ENGINEERS. INC. 1300. 114th Ave SE, Sulte 250 Bellevue, WA 98004 (206) 450 -4075 - FAX 450 -4076 F .252. (cr.d) 2.Oz F . A5 (24): 0.662 Roof Dead Load Tabulation I4,1 - i �-� I47 "F L.16.21-47( v-1.61 s (ST -1 A _ Spar (16oc442) M • 3 - 5 pr ( 625.{42-") r A. " JOB 5 CA i i L.0 1L - � LK L -0 (Lti SHEET No. OF CALCULATED BY 1''1 CHECKED BY DATE SCALE Decking Joist Girder Roofing 2.20 PSF 2.20 PSF 2.20 PSF Decking 1.90 PSF 1.90 PSF 1.90 PSF Insulation 0.80 PSF 0.80 PSF 0.80 PSF Sprinkler 0.00 PSF 2.00 PSF 2.00 PSF Ceiling 0.00 PSF *5.00 ' PSF 46.00 PSF Mechanical 0.00 PSF 2.00 PSF 2.00 PSF Lights 0.00 PSF 0.00 PSF 0.00 PSF Joists 0.00 PSF 1.50 PSF 1.50 PSF Girder 0.00 PSF 0.00 PSF 0.00 PSF Miscellaneous 2.10 PSF 0.60 PSF 0.60 PSF Total 7.00 PSF 16.00 PSF 16.00 PSF FpA ( ) = - 2 - :1.4- 1.44K (L 0.4 6,514_- ,4"1 DATE S _b 3 ROOF. LIVE LOAD 25 PSF SNOW LOAD �K PerTEr . ADDITID WAL 5 psr (=02 uU -l 14.1.6 -7 5u17u LA -e L La,-D 6E 5 tn, t L : -2-ou E 3 5o1 L peaFL Le = SD F: apc2 � 1 � 3 hY � u f. I p a p =I.0 (ap hy- Q? = 3.0 1. (0.30 I. 1+3 ( klp C a d:34 3 ,p 7P • t,dp k.� • 1a.& r ?C4v►in) = ea 14? kr % 211. °t (D.34-)0.b) LU ,252 4p- _M JTLER _1111 CONSULTING MINV ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 Ltc- ,Kitu61 CO- TUKLutLA JOB SHEET NO. 3 CALCULATED BY 11461 DATE 6 _1'1)3 SCALE OF -X15T1 k.161 (2C 1-t 1.1,16 A C71-tA -1.. L ?l (5 (U- g?a F 1)551 `1 1•1 Lo s _ - 6 reA -1 t)11.445 ObF O-A17 LbAi) 1'ZcT oul -!t. ._ = (1 CAF: C neAo OA Ls)c15TL A -U .1C� Jbl�"C ' Qlip 4 C:i koeluTce 1.11,1ts •teu-r r- tty -ieI 3dt.s - T o ( �� ( �€' 4z) 4 1vo t)(. )/4 154 --_:_'- T4z� C 3 - ,Lt )3e S 4 " It I yt, y 11 l �1 .11V14- 5x = ' 212 S t ?L ) i I'U t'-13 MINI AIM _ JTLER 111111 CONSULTING 11.1.1111. ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 UL15T42UT- To -306T Go►.11.1� TtULi PIS w 200 t y Of `iz 0 1501-7= N s t4�C -�L1. u41l tlzu T ' 0 v2DU Y27l't 5 1 2 = ) 3 3 4 0 JOB 6 l /1 1 .e I- 16- 11- I '1 4 CALCULATED BY ('�‘"\ DATE 5 03 SHEET NO ,l( ,2 kt ' 9,4 �4i c :Gt3`) i (5 1Z . !o Ybt 30 5 2 Jat.s - r 13oTrbv1 C -to fD (2.0 lest) °3.43 K U4415'tY .U'T U6IF y2 ' ci /k301 LT 14) e QG ``1302" OLD '1334 O roe. wft4ke - OF Co 1' f3 -Lt41E '' 125N 15i , u- 1 2` la - CNfk{�lll�� �.(v`�2� °G S X -, 2!1Z51K r- ,I1I2v4 W k5 t'1t'YZ. SCALE u:ii3:,r_:xuti: k D CAA ea) ! 2eb._ ` . /(e_b_ v 9'" 1 /4- 1 1 - V LLG 2.OD 621 U6 1 1/4' ; A30 'tr'eeKoteo rzv os MEM JTLER _�- CONSULTING 111,111111110110 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 } JOB 1„1 6I l - 4 C . ( 1-1 L, . : : SHEET NO 5 CALCULATED BY 11\- DATE ✓ - - 0 3 OF SCALE 13121 CZ et --� Z ... - . - l h -rt-i-euver) 12D0— (k)6 ice Arfl, L rob Jciurt I Yes" CE) S TO AG (g)4OG0.o0,et4K ■ 1 LL Le) 40 I -do %1 S P GA ( E) 1:T-64 u141 04)cu (E)F' - 5'TAta0Ibl7 RA BCD Z '~ W Ce J C) O 0 (/)o CO J H CO U. W 2 QQ g = • o w Z '-0 Z I— w • w • ° O - 0 I- W W 0 - w z U= O ~ z 411111111 ONE JTLER _N_ CONSULTING Via ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 9 141.swt'C POD L(t A "127, a r _ pop. 4.5 , LOAD/POD i l ,U.0' - (2 .24 \ 1 RV i CI 2. .1c* VI t 2E /A- I !7 � 5 �'�r /4 = , a 0 °t 1;1 CvuNtrZ't @ LL6. T T1P C-K 01 A- = I0S5 i JOB SHEET NO 7 CALCULATED BY HQ DATE S ��-�3 wte (45tP of CLOD) OMNI Lkeit-t i -' ( OF SCALE 3 -tz.t, -- a>tD1,)t PIPE T 2.- I312XC ter5 1 1-17 - Teat -K -# G ib I,cl112c- 'C LS I L.ly ,5Tt2L t • W /1+)= 1360 150 t �la0 or- 3 S t 571 600 01 51 2- 1-15E l2 Ga lek t Irt 4 D I lai r tbLI S s 1TLER _N_ CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450 -4076 JOB 61..0\-1-7 .... , I l Cp l -k TL1 � W l I.A SHEET NO, CALCULATED BY M DATE � - 03 OF SCALE cdNw rio‘,1 O ,nas -T 3ols - r '0361 Ai44.LE C w V , Y2 "9S A3b1 SOLTS � L) 5T i- 3CAST A61 t-1 ‘461 rrAH\wc, A L.16.1t-CT - PeAcx. C. olo vs Ft ki (614 T 2.4 Lt6114 Tv/v.)4 ( tole ecNe.-. Ft wt.& Ft.c.tAe.) 112Acc.46 6 pack...-7 A‘Ya."c 5t51 WAIG. pOP'S (TN co 1 aga TIER CONSULTING 11.1WMIN ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 JOB t 461 SHEET NO OF CALCULATED BY DATE 5 -0 3 SCALE c...Luze klkLL 6uppoer_ 14 TeArc.e. c-r.19) AIMM•111■ U1- 13 IQ t.t 5 - 56 0 - l t y1' 2c& CR 1 /2"611 0 = 2.Z 7- (X) Ce■ LA v.1 7 . O p 4F / 44 P 64 • 1.= S. 0' • s 3 ' ( 744 ts 5.6((ar sr 40 4-44 i .; _ .... . . 1 6' x l Yz. ) a0 6.-im TF—Are..K. A-:(5,2.s46 1 J /..ctetto , , 5- O. 3i38tiA r :s • 1-00 45 C : L I — • • .• • _ . .4 -, _ • .. { .. 1 ... **. use Go"x t `/7_ ).0613 (TYL AC- ).5 'i 1, 24 g = 32355 = 4.4 ; • , 1 • 4 • • • , 4. 0 f 24 4 • _ _ _ „ Mal ail FILER ��- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450 -4075 JOB 315A` L161 l i I i■1 C.0 SHEET NO 11 CALCULATED BY 1'414 DATE S - ti -03 OF SCALE e D D rain ciC 15 ° 5 pvfC 0( d .5) V H Y . 1-1 •4, w e t 2' r4 44' Cc= ,421S(33)- 1412 l4 t 't p SOD AA = C� Co 6ir e ,00.jivt 4k. ,2,rz244lbz" = f31.T :2. 33, o = 6 0 3 uSe I � , '� tit 12v 0S Ld its' d - r - 1 2 '1 (. .1/2. x X 200:1 5 lkD A7 0. 1 4% . 1V1 2 _ T o.v7t Ka iv (4.(#(0) r fa.= , bl0 /: =, 4C7 L6l LG �c be731i • � . Q 5s2: 2- Ll5!✓ t x l �2 ? I 4 K 571-LOS G k ,14k5►►,L Tx= .b7U2.+K`+ 5� ,va31 +h r= ,G752+�+ 30 NN th tax' 57 -per g_ OJ Lei 11-1-1 --I - - - c t &— p -4 ;:t �3 i le el r --). -i cl, p 3'1VQS rc4 -1�- S 31va r1 Y4 As aalvino Z 'ON 133HS 5 aor 1 • 2 -4 9L01' (SZb) )(V3 SLOP (SW 50096 VM 'annaila8 001. ai!nS Paa £OSZl DNI 'S2133NI9N3 mmukAmin ONl11f1SNOJ -■- 21311 , _ _ _ G NOTICE: IF THE DOCUMENT IN THIS FRAME 1S LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • NMI MIL c 'TIER 11111111 CONSULTING NMI= ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 LGLEAci * Luairt- I-161 Co - coLLA JOB SHEET NO 3 CALCULATED BY H 1.1 DATE 5 -15-0, OF SCALE 6uee IA-LAU- a 'Dec? ToP - reitro< 0` Lo= fr kb (4) s :4 T 3V2,-) l t L &e . - Tor TeAcK 1,2oe, 0 4,6 3yzt'g 5-“kt15 DOTTC,1- 1 (206a) Id? LtleCqz) 5 AL'A49_ ( 2- CLS 1.144.71 1 P M1.5C. C1511-1(-1(- LIVO - (51 = 0.0A551W T 0.0 2o3k;) , ,o40(tay, 255 k6 f ° f! 1.1515 3yzey g Cla Teke4 ( oLT) tALI 6v17170e E Ct Ao 1 0 7 5 % Z 6 " r " - e 1 4 1 ° A 6)---6 674D d2ci t2'4 1.6 A0.0 e'17 ..... ■ • • • "1■11111 • • • ' • AI'L ' 11111111 ITLER MI III CONSULTING =VI ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB ks -kc-t- .... L LI & 7N NC1 Co SHEET NO. ` CALCULATED BY M DATE 5-•l 0 3 OF SCALE D P_ v DIY" = 1 , = . 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A (IN 2) (NET) r x (IN.) 11/2 "x 1 V4 "x20 GA. 'SS' .0702 .0831 .1498 .6752 6 "x 1 1/2"x20 GA. 'DLT' 1.2996 .3238 .2545 2.0587 11111 SHUTLER Milli ■ - CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 1 V2 "X20 GA. BRACE ® 8'- 0 "a.c. w/2 — #10 TEK SCREWS ® GIRT & LIGHT TRACK BRACKET THREADED ROD (TYP.) LIGHT TRACK (TYP.) LIGHT TRACK BRACKET BY OTHERS SCALE: 3/4" =1' —O" 2' —O" (MAX.) JOB SEATTLr • IGHTING CO. Tukwila, Washington SHEET NO SKS-5 CALCULATED BY MN OF DATE 5 - 12 -03 SCALE NOTED Job Nb. O0 -47.03 Ai 6 "x20 GA. GIRT (TYP.) 2x6 WOOD BLKG SECTION D /SKS -5 0 (Co 0 3'8 "0 THREADED ROD w /NUTS TOP & BOT. OF GIRT 6 "x20 GA. GIRT (TYP.) 1/2" GYP. SHEATHING (MIN.) SPLICE 2 — #12 WOOD SCREWS EA. SIDE OF SPLICE GIRT SPLICE 6MP'SS)IS \SNS \ \EO \L17\00\ :)I 5ti :ET :L0 EO>: /Eb /50 I[ao[ STEEL STUD SECTION PROPERTIES STUD I (IN 4) S (IN. ) A (IN ?) (NET) r x (IN.) 1 x1 x20 GA. 'SS' .0702 .0831 .1498 .6752 31/2 x 1x20 GA. 'TT' .0293 .1477 .1731 1.2567 3' x 1x20 GA. 'SS' .4077 .2238 .2147 .1350 3 x1 x20 GA. 'TT' .4933 .2588 .2886 1.2845 4111111111111111 SHUTLER Milk CONSULTING MINII ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: 425)450 -4076 LIGHT TRACK (TYP.) LIGHT TRACK BRACKET BY OTHERS 1% "x20 GA. BRACE CAD 48 " "o.c. w/2 - #10 TEK SCREWS ® STUDS & LIGHT TRACK BRACKET SCALE: /4 " =1' -0" MATCH EXISTING Joe SEATTLr ' .IGHTING CO. Tukwila Nashin.ton SHEET NO SKS -6 CALCULATED BY MN SCALE NOTED SECTION E /SKS -6 (r) OF DATE 5 -15 -03 Job No. 00 -47.03 3 /8 "0 THREADED ROD CAD 48 "o.c. w /NUT & WASHER TOP & BOTTOM OF TOP TRACK 3 "x 1 "x 16 GA. TRACK w/ 2 - #10 TEK SCREWS EACH STUD 3 "x20 GA. STUDS C� 24 "o.c. 2-#10 TEK SCREWS (TYP.) } ? DROP CEILING F _ BY OTHERS jr ► 31 "x1 "x20 GA. BOTTOM TRACK 6MP' 9S)IS \SNS \ \EO \Lh \00\ :N I; 9V :GI C01/6I/90 I l ao { STEEL STUD SECTION PROPERTIES STUD I (IN 4) S (IN. ) A (IN?) (NET) r x (IN.) oe 2o GA. 'SS' .0702 .0831 .1498 .6752 3'/2 x 1x20 GA. 'TT' .0293 .1477 .1731 1.2567 3'/i x 1x20 GA. 'SS' .4077 .2238 .2147 .1350 3 Vi x 1x24 GA. 'TT' .4933 .2588 .2886 1.2845 Sent By: SHUTLER CONSULTING ENGINEERS; 425 450 4076; AIM 12603 Bea -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX 426)460 -4076 EXPIRES 11 -28 -2003 REVISED 8 -5 -03 SHUTLER CONSULTING ENGINEERS Inc. RECEW D AU i DEPARTMENT ?---- LIGHT TRACK BRACKET BY OTHERS —LIGHT TRACK (•) 1 Va "x20 GA. BRACE O 48 "o.c. w/2 -#10 TEK SCREWS 0 STUDS & LIGHT TRACK BRACKET IT MATCH I SCALE: It. "- 1'--0" Aug -5 -03 9:34AM; JOB SEATTLE LIGHTING CO. Tukwila Washin • tan SHEET No SKS -6 CALCULATED BY MN scfLE NOTED 413"0 THREADED ROD O 48 "o.c. w /NUT & WASHER TOP & BOTTOM OF TOP TRACK 3 Ya "x1" x1 6 GA. TRACK w/ 2-#10 TEK SCREWS 0 EACH STUD 31/2 "x20 GA. STUDS O 24 "o.c. 2 - #10 TEK SCREWS (TYP.) f - DROP CEILING BY OTHERS 3 Y2 "xl "x20 GA. BOTTOM TRACK Page 3/3 a OF DATE 5 -15 -03 Job No. 00 -47.03 6MD'U 1 q \lg16MOn1 nAnm N OP :/r :Pn cnt/cn/An NNtIHnn n $i Sent By: SHUTLER CONSULTING ENGINEERS; SHUTLER CONSULTING ENGINEERS Inc. 111103 $l1 - Red Road, Suite 100 Ar44: w 1l ashington 68003 75 FAX: 425)450 -4070 EXPIRES 11 -28 -2003 1 REVISED 8 - - DETAIL c STRUT PER PLAN RECEIVED A!OC 1 ., D EPA R T M E NT LIGHT TRACK BY OTHERS 4 CLIP w/ E � P. SCREW LEG (TY) EA. 425 450 4076; Aug -5 -03 9:34AM; SECTION B /SKS 12 GA. WIRE (TYP. EACH DIRECTION) ATTACH TO ROOF FRAMING ABOVE OR ADJACENT DISPLAY WALL doe SEATTLE LIGHTING CO. Tukwila, Washington SHEET No SKS -4 CALCULATED BY MN SCkE 1'/z " =1' -0" LIGHT TRACK BY OTHERS CONNECTION LIGHT TRACK '8200D' FLAT WASHER 1 /4 "0 THREADED ROD LIGHT TRACK BRACKET BY OTHERS FASTENER BY OTHERS CEILING 4 "B529" ANGLE (TYP.) WITH WO A307 BOLTS 3 "0 ELECT. CONDUIT PIPE SECTION C/SKS Page 2/3 OF DATE 5 -12 -03 Job No 00 -47.03 SEISMIC PODS SHALL HAVE A 12 FEET ON CENTER (MAX.) EACH WAY. NOTE; 1) INSERT WIRE INTO DRILLED HOLE & WRAP TO BOTTOM OF CONDUIT PIPE WITH WIRE TWISTED NOT LESS THAN THREE TIMES AROUND ITSELF (3MP VSNS \SNS \ \EO \LD \OO\ bO :VIA :8U E0 G /q0 /80 HHVHOFR(1 AM A SHUTLER Milk • CONSULTING I ENGINEERS, Inc. 12503 Bel -Red Road. Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB Seattle Lighting Company SHEET NO. COVER OF CALCULATED BY MTN DATE 8/26/03 CHECKED BY DATE SCALE JOB NUMBER 00 -47.03 STRUCTURAL CALCULATIONS FOR: SEATTLE LIGHTING COMPANY (FIXTURE CEILING FRAMING) 300 Andover Park West, Suite 600 Tukwila, Washington PROPOSED BY: Seattle Lighting Fixture Company 222 Second Avenue, Ext. S. Seattle, Washington DESIGN CRITERIA: CODE ROOF LIVE LOAD .. MINIMUM LATERAL LOAD..... SEISMIC ZONE A . (��tth�D1�;i f '1 • `dl EXPIRES 09 -10 -0 UNIFORM BUILDING CODE, 1997 Edition 25 PSF SNOW LOAD 5 PSF III, Z =0.3, ap= 2.5 (STORAGE RACK) Soil Profile = S C = 0.36, Rp = 4.0, Ip = 1.0 5 L. . rj Sc..1) - *(.003 DEPARTMENT T1\/ ENT N 'W DECORATIVE BRICK GARDEN WALL 2b" LI;sF TLAB , b SNEE \ A 1z t.- K :1 O((r T10310dwg1ARCH SEE C ETAILS A2F7 C C E I (E) 7JT @ 24'0 r SEM m L 9- 031A201.dwg, 08/18/2003 09 :59:12 A `` Q ," NEW SUSPENDED AG10U SEE STRIXT. pET I 1 5 NEW SUSPENDED ACOUST CL S E STRUCT. DETAILS 4 P C ZI> 1Ca lN C_ I ANt EBORAHH EXISTING ELECTRICAL TE Is AIM ORM _ SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450 -4076 I i - Tgy 3 ' _fbns f: T 1 .1 , 1.33 AIZEA 1.- A(2�� - 22x25 - '0 4 z- CL1LtL C� LbAD ... 1 4 r 1 C 1 `c. t 2. 4- Ct✓t t1,.l Misc. 3 443* .. ;2= o JOB _ ' i ;. ∎ -- SHEET NO CALCULATED BY HI DATE - I - C 1 SCALE LA U 2A L L 0A-D �"1S 1 ab>`t. 3 Still. T\i rL = SD .. cep Cz 1-p ( 145 -kt Wp 2p = 2,5 (STo2.■" L per) 29 Ca =0.3to 2.5(0.34.)(t.t. 4-0 1"Lp ° Q D G 4-1p ...-- 1x = 14: Fpt ;r,)= '74 I =o U k1/4-.t u_ 11.\ --0 0 I1 wA o (s ez b t (. t 1.5)' _ F - - - 12 WneE ) 110 1. Ca:uDDLA uu To i A L k 1 - t-f- i 1.16 -1 ! 6)1F °) = 2750 Lt 61t - {1 CL1.7 _D '(5 CLoc.Lg5) - (40+ lo 0)(S) = 70o 3''d EL LS ' 5450* 1/ Cali Owl? • pipe _... ( c 5 54 ( 3.45) - Li60 ‘4.j • - 1. 4 1" = 1.93 P 0 ) v la>3 L 1~L t N = 5 5) ( 5t�5 ry tc a by Let,lS • •il ) .wawa !4 0461- Y.12 1pC -� ci MIN SHUTLER CONSULTING 111,1111101111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 t 'IST) 1(, t4 Tsi 1 .17LG0 1 -- --- L -t;. 147 1.74j 2 ,Stet6 lie pop F=445 CC,i.4DutT. I '2 /.ft( 30 14),. 4 4 4 4.43 )i 4.2(? 10 3ct Agt;z. I.ti3 /bv(�33� , oI p ; h z. 1 o C (- }�% -.1& wtit2 L t'7��o -tL-�� �-� ,1350 A-: 1 5o ' (zt') /4 = A c2 I4 3 A,Z A ��. n U5 L 3' rV r s ( 3 ' c6 L'L 7 CC t4 90 t i 4P -6 W 1121_ l N Ls.7t.C.fri DI 12. t.0 1 i I (4:1)1t2.Lt. t I.C1rj JOB - SHEET NO. 4 '' I CALCULATED BY (J DATE 2 ^ 6)3 SCALE 2 12 Woo 5U26 L= kGN 5 115 t C11 ' Ons-ri me) .13 tQC. (-NIP) t i 1 t !4 0461- Y.12 1pC -� ci MIN SHUTLER CONSULTING 111,1111101111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 t 'IST) 1(, t4 Tsi 1 .17LG0 1 -- --- L -t;. 147 1.74j 2 ,Stet6 lie pop F=445 CC,i.4DutT. I '2 /.ft( 30 14),. 4 4 4 4.43 )i 4.2(? 10 3ct Agt;z. I.ti3 /bv(�33� , oI p ; h z. 1 o C (- }�% -.1& wtit2 L t'7��o -tL-�� �-� ,1350 A-: 1 5o ' (zt') /4 = A c2 I4 3 A,Z A ��. n U5 L 3' rV r s ( 3 ' c6 L'L 7 CC t4 90 t i 4P -6 W 1121_ l N Ls.7t.C.fri DI 12. t.0 1 i I (4:1)1t2.Lt. t I.C1rj JOB - SHEET NO. 4 '' I CALCULATED BY (J DATE 2 ^ 6)3 SCALE 2 12 Woo 5U26 L= kGN 5 115 t C11 ' Ons-ri me) .13 tQC. (-NIP) MIA 11111 Eli ME SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 Aee A C00_11.16 1 .--0Ar.) I t 731 .2.4-'oc ( Yr+) 1-Leo-1 eltv.“). (4, cLoons) (40 A- 100)(G) 6etut L.16- ( e Pd Cu) L.) e O (12, u_us) +10 C ts) cizt, 8 ;.y. Fte.A1-114-1,! Loups) r £404-(06) oTitev. ¶/31 __1 u 1416 5t)r (. ( P e i 4 4 5L-a5mt fa95 2 ' 6° Yel- 406:5 JOB 5vi rL\ SHEET NO. -5 CALCULATED BY H DATE 2' • : I 0 3 SCALE = ci r 4453 7 - 1 1 1. el- _ 5.0p6r z 41 r z5.9-c) 1 ") ( ro o W-1- (30 -tet 7 F.; 6 , 6 5 (y) D 44 1 o6-ra lJl2 tA- C 014-04 = ( 3;v1 7— e.A. 4 Y?z 0 43 k OF 11350 the 4 Fo i)s (3 0 LaL-1._ . (01,i Durr ?kr) ) 1 lb 6 w sLup 2 /t6-rt 1-4.6 oat t 4( C .0.4 • 1.44■61. - , • • • . • - ••-■•• 4.‘" M SHUTLER JOB --7:6-;"7-71....La 1_1 4:" CONSULTING ENGINEERS, INC SHEET NO CALCULATED BY H DATE 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 3 At-ce 374 4- 1Lt 1-L& LOAD e Z. 4/1--t.) A 6 Lk cituD (6 cLoc.105)_ - (10+160 )( ci)/3-724 7 344 KI.5c 1- ct 7. bo /26r kete, (4T Cwil, 1L 7 (7* ( 374- ) -- a t 6 Lrr C-1-Ou-D5 e It ci.ouve (4* Do) (i e.k) z 26 CLOUDS 2x 0 raA't-t t W() (2.1 r C4o + Lt) )(2-1) (P cro TA--; I wro-- 6 4 54s 2_ 41 Ue2c. tAALn 5f5F 22-)Ctr) = Ge St,- 60/L,zv,}4S Tpl 4 :pp 44/4 62_2; 6E' ifl - 7 -1 ' • • — 1 SCALE • A-r-kv CA yoo 10. 4 pi...es) ADD 5r2.t t7C-) l. Ki 6 • - 11.1 - 1■41) po rn - r', , OF ; I • • .1, . .,. . .. 0. M SHUTLER JOB --7:6-;"7-71....La 1_1 4:" CONSULTING ENGINEERS, INC SHEET NO CALCULATED BY H DATE 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 3 At-ce 374 4- 1Lt 1-L& LOAD e Z. 4/1--t.) A 6 Lk cituD (6 cLoc.105)_ - (10+160 )( ci)/3-724 7 344 KI.5c 1- ct 7. bo /26r kete, (4T Cwil, 1L 7 (7* ( 374- ) -- a t 6 Lrr C-1-Ou-D5 e It ci.ouve (4* Do) (i e.k) z 26 CLOUDS 2x 0 raA't-t t W() (2.1 r C4o + Lt) )(2-1) (P cro TA--; I wro-- 6 4 54s 2_ 41 Ue2c. tAALn 5f5F 22-)Ctr) = Ge St,- 60/L,zv,}4S Tpl 4 :pp 44/4 62_2; 6E' ifl - 7 -1 ' • • — 1 SCALE • A-r-kv CA yoo 10. 4 pi...es) ADD 5r2.t t7C-) l. Ki 6 • - 11.1 - 1■41) po rn - r', , OF ; I • U _gga _ SHUTLER III - CONSULTING 11111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB � ~ � ' 6 - 1 1 4 - 7 . 1 - 1 o SHEET NO 1 CALCULATED BY DATE SCALE OF J. { G� SHUTLER Milk III - CONSULTING ME ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 J-rt_ K l=1l l � T L1,1 C -t JOB SHEET NO. CALCULATED BY 1\4- kI DATE . Y7" 9',C "03 SCALE O l.l DO LA W ITtt 7,11 be 0.)(10 re e\ t-t l 4-i 6 I OF kibt : !ll T!t CSC A-2 7k L.-Or L.(.7P0 (Jut` v vi (G. eLE- St a �.L C3u ni-c 5L- wtLc Po D S , i - ( - tai C ��2 i 1C �1_ r►� ���- ����-�� Gtk� .�� �-,� r= c tia ►-0KO Df4L1 S�Z' C101�1 Tgg?��2 G[= a04.1DO ■ COLD 1'v\ fee_ kLCuLA cie 4 At44.7 u S T '; 2:0 0 o, lr = 3°,00 k5( SHUTLER CONSULTING 11111F111101011 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 JOB 61EA T-TLE 1 1E i I -1,7 1!--1C, Co SHEET NO 9 CALCULATED BY 1-41-1 DATE S C6 - 03 OF SCALE 0101- 1DD 11) A P f" 1 L-t.) A-0 C-O 1.1 D CT 1b 1,1 VI 1TH F lT TL.Y? L C U) (.(D tc-t..1 S C.1:11.0-LC1 4'-eA I--i u..L -, (A.) 171.4 1.-M120 S . N T t�t.IL�l: C = 4b 41DC = 140 C�t -C-1 w / CLOu -p r 7 ebr ( 5 )( .2 ' 4 /t 420 M 1SG - 100 CeeslD kA C6 /6x = 4. (V2 At 2-yo. C I 1 = 1 s b , 1 2, 4. r1 33 11.'e C 1211'" (.24tx iv�� , a.�tl� i . 8 - . 23( 9/ v )z 2 3( t.5 ,2-4-V• T_ n(151 &IOW OD LA OOLUYI i.L15 ACAMIN. k i c C U kt 5 - t7...uT w tea L_A - 1. `` 1:S - 1 I° U'hll' 512_u SHUTLER CONSULTING aiior ENGINEERS, INC 12503 BeI -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB tTA 1 La L (---) I - 71 i-1!, SHEET NO OF CALCULATED BY H DATE CJ - A 5 • b3 SCALE N l.5 L. b U1`1 - 612u 5 u-y). vrZr.1 l-Z-1 0-340 C1.0 U.S") Trzy p (50 -- i tea 1 It2. 12 = ? y/z e5c t o' ►� - LI NL= 13 22 5 H I x 121az. Ct i7J�.11rL I ( 7 57' ,2- 121 (.11) itAlh'- ' ,113 ( ti -1/t 1 _ . b7 (36') =z1•L,k t.t., - 112,s CA>�ec. x - 25 ' A' 5 (2S) 1Z )' d2 1 1 1 i11 I.5' (.3.0' 75 1,6G 6- L +n 2_25 H (1 � �v x (2. Liz C. (-ti'il t •l tom.) S' - , 2125'h kD Sx _ , I `t t ZAZA 4 K7 75<<.5 Ii2.5 -4 7 � SHUTLER JOB Lh't - T lC -,;� -- ;, �� , 1111111111 - CONSULTING MET ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 SHEET NO, it OF CALCULATED BY k � DATE SCALE 5_, 0 14/ d ' l Bey IS L I K 1:• 1 61 " 2 � y 1 Z C-i z t Z. -27Y ,5 (•4' = g_4-&l' -i4 s % , .l. $ t l Z)7l0 5 l 4J` s i s < 4 (3 (,) = Z l : (0 C 5� X5 ( 34 6 T t �: ( . �.o *3b) z 1_ = (45 . )__ 3 (24rxro T It 13 5Teu co d t 4.5 Yzitch i tbLT w� uhksei i L S r>zl.l - r 41b r S RjwlJ lYf2.. t L�tST l (1 ?■( u5 L l p 3 (2 6 H C )e 1 Uz c l'# k1r►n�Z) 131251.4) uw l 51" i' 5 EEL (622514) ( lZ5 l-k) • 5.0' F 1 /2: I L Lam/ RLCt 1 5 QS L. - ` is5.`. e;: A. R.: ;,.:.:::si..,:ti.esAvAL41.ca.4. Ns 111111k • SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB ` SHEET NO 12- CALCULATED BY K IJ DATE Cr - «� 03 SCALE I.t - r CLo r vru+e.L 3u p 7 SfA r 1 w cos - .. 1''oAp ( 1-E : 40 4 ' L - N Liz I,-0A- p ( 1,t. au = I v v 4o 5�asl'� : ? 3 - - OtL . PpoFLL_ p Ca p Iqx - -- . 5 (o. 3 c)( t. v� \ _ . 1 3(1.17? 3 4. , 4433: . _ e--- _ 2!/_1p 'rp -,43'b (1,4o ) = GC. 6, j , = 43.3 ; 50 U'6C MIN Ir-tuM �n5r (.5)( 5) (2.5 1 F • 1 2 et • I.. to / I t 2P Z. C 5 c1C ti`k K) Ca _ 0, 3 6, I 1.0 2 7 4.0 4t 2- h 3 o - ft r" 61. 14n kG 6 Gjp(1 70. / 5 0 -I- -" = 13 b '' ^ 14o �PcNn� L1 N.k Cf -i-km 4 (35 CG = 3 w >' (4-0' c 5/ 6;(0 i (412u I�ju �t!.LE I ��y � 4 EN C gz7S. > 86 u5 5 Ap`'4YueoBuC~iL�. lea/ eye 4 L-NIE '7 OF z W 00 CO 0 UJ � u_ w 0 2 � co _ w z = zI WW 0 0— A I„ 111 u U. z w • = O 1- ' Z __-- SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB SHEET NO. 3 CALCULATED BY k L DATE - �' � - 02) SCALE JL2 OF • L — X1 ST R.1C -, x 4ta ',tip 15v t LL /(. c?` b Ui.t tx CL'.L& rot - r .. tr� As IZect. u1 et 15711�1L� rfrtiTu�E u S TEZ U - 1i3f-htU i 1.4 3 /e '0 l 30 �T .7 -5T ERE-1. 5T atx peg pL-/c o C u F4L,' sir= Gct. /WAs tine :Pout? L 1ai -rt6 C (. t k. ( 34o A 67b0 -ry r2. s/b c • .. T .u 2 a � 1 =-N- C— tot..-15 !:n L-out) _ u ? a i2 I 7 SHUTLER � III CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450 -4076 JOB LI i L 1e, 11'r(!�. SHEET NO 14 CALCULATED BY F'( DATE C 21 - 633 �7. OF SCALE a.I- -K l`1lt5Tl Ht4 -I 1 (h�S 0 1= vcatr -t. 4i2) S j ( CASe - i) L= 1 = 5o(1. ttosps't . k cl r Q , 5 ((2 -V5.5 = t &. 55 CUs a 1. fA-L ie' 1. , 4-(i,s - )Lva-) = 1$7.6 b r_ t5 coo' g __ .Le. 8 Vicri.L.'6 (5.5) , 1. V (t. s) k bE = 6).43V l( l 5 UA-1,t. xl 12.1k ( ED Ulm o E= (A.1 Foe (ham C‘ = 0.4 (I. 3x (06) 1241 ps( el3 (21.41r t 1 2 _... ; PPL+u -- - -- FLL 004' CSC 2 � ,/" -t�ktt- P c- icy.l 16 : Qr. .(1I?L) . .. .__. - 'RL= - 1 4bt . b)/et = 1.09.'- - . - -- C`4 2. � / l `t -. 1 5 Fr C ltvs g50 p '- 2 /? -SG = 6��pbi L �5(�(�i k . .5 64 � / tti5(i-,55(4s::5)( 1Z) 3 221.. 2D ' 5t ; 3'�54i ti r34 Li? `) (1 I Z 13(0 13k , .. cov 7 t t ). . Foe 12L =105 X2 •■210 Fb Ilo5 1 +1.1 \ x'1 = ' . 1 1 -` �lC k5 1, t IJ..0 -,. 2kL� ' 4 2- cL MUM SHUTLER MINIM_ CONSULTING 01111,11111111111M ENGINEERS, INC ST & 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 L: 11. eep 6 Loot t 1/.1. Uu \ 5T'�LL1T 3.6 T : CsGo(�b) .- 1105 psi c/CI: 5(12-/5,5 f 10.80 U6e I.4 LAA. J ; L. & 3 (0(12) 4 3(5.5) - 1k 4.3" 9.53 -Qc c1 114.3 (5•s) 1 v. " -\ .12:2- r kb e " 6 \li -t_y &lettDED Lt..Lm►3Exe W/ Coe 7. 1 0 k bC �c 0.434) (1.? x lob) _ Fot. 203S � z ( - 72)� PI, 41 ' 1 0'5 1 c54 4 a I-t a L 2 11154 11 °5 (A50):' 1p4 -ctFot <- + JOB � SHEET NO, 1 � CALCULATED BY V 1/4 ‘ -.3 DATE B "25'U3 SCALE I.I. I. 4- 1. ) . 4 - 1au&, Co 437 - G 3o (12 -Y7 5 C 7 1 (DbC)! \ 4 I b4.et p i ok Wel: 6'3 41.4,5 4. 5(4I• - I0.55 ,,s1 3 is4 (i. 3zlb`') (') 1 2c•0) LX1.57 tk1G zle & R - F 2 o . • � r el_ x2 _ I�ts4 °ls OF 5.0' k 121._ )42. 0 210 zit H": MIA MI SHUTLER _�— CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB -C)t+ '1 1 �.. SHEET NO CALCULATED BY I'1 DATE e - R 5 • 67 3 16.-1 ,. , isr, CC OF SCALE s►S CCkst Z (4.6 ( t-tA b.S wf Lgt tv5 f2 itA/CI e0(-1 2- Y5 , s = _! .°9. use. .(3( 43(5,5) R13 / (33•��(55� ` 09 C t.5) 0, 4 3 g LLL 4 - Fos ' V 43 f) (1. 3x Lb '� t 1 7-40 F.1 . . t '/4) . G3o(g���Z 2 = 35 630(Cs- (22 35 T r r \-H.\- ".. 1 1 3 e ,b : X30(11- - 7,s6,- Ibva 1433 t ok. .7,135 5 (35) )(w� tz) lz 56 _ o ' - - 3454L 1.3Kt7 3 1 1,3is ►+ Iu5 (2)( 3 car l _ 14D r (.Sb ll 4.. >✓��5 — Ct N � 2 x (4 - F 4 2 ok 4111I SHUTLER _I- CONSULTING 111111 IMO NM ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO h CALCULATED BY DATE 6- v3 %, '— OF F SCALE 51 (o -sE . C= 4D+ 1Dp= t4-D t=n T if! C) 0.0 -4 3 .& (2 25 - t USe t -t4L ,A 1. '64 ((.)Lvi> 64 �io'' _ / 2 /04. 4 1 G (9.z5) 3 3:b (t.$)z 0.4-t)( u6Li Lui cntt\o o !K l:. _ o . er3 i) ( 1.3 x to‘) . - 22 ( 33 )&3 5 I (751 5.2 135 559 - - 1 ‘ 5 ( .1 °) z./ .10 25< < -7S r( 0k .5 4135( .... ... 521) = 4 .5p.5( CS Lt - 4 7 4 ok - -D ($)/22- = 4 G. 4+ ATt. 5� 4� ��I�( ti)( Iyc 1z� = I t,14 3� 4\D `) cr5o l;Y t -(11.16) 2y-lc) 1-k A 2 a k ,r; si•.:1:;,.t iii . ..44.$Cici.'�4ts'F%'r'�i.�ih5u✓ ' ' .62 . ti:. si :.l.':,.i;,.+t,.�.r:.u— :::�! -- '.. . .�= • ,. ,.r. • j SHUTLER _N CONSULTING � 4 111.111.1 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 p l '1_ 'Ti !_ 'Rh I`l 1,1 LZ"Tt 01,1 \ aLLt_ 1.1Ek1 Mvu a C 6M _-- 5011012- "'cot) PL-1^ ..A3d1 — 130 L7 St4C 6v4 t.5 Ow LA ) LEN <5 i I I`V T - E — Cd1.1►.1=.71Uk wl i ,( CS s��s pee rr rt- enO v _ 67/ye LIZen2.)_ - et. JOB . S ���1Ttom _ Lkc,HTtLi() SHEET NO 1� OF CALCULATED BY M� DATE 5 - r 03 SCALE ' lS�C11.IC� l b(4O LA_ ._ _. CO t� 1•�r - Z t.D t l - ro I D Ut.t} AN t• L -"`X 15 i � 4-.161 5Lo r - o c" Eli ;— 13 LA CO LXt,57■IJ_ bOD STAY) tu' 2 c..4 � c11 .• E ,... eD 5 • • d d W czo � c44 4 O � N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SHUTLER Mk ■ CONSULTING 111111/ - ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450-4076 10 GAGE WIRE (TYP. EACH DIRECTION) ATTACH TO EXISTING ROOF FRAMING ABOVE 3 — #12 WOOD SCREWS EACH SIDE (6 TOTAL) EXISTING TJI SEE PLAN FOR SIZE — xxx II JOB SEATTLE LIGHTING CO, Tukwila, Washington SHEET NO SKS -8 CALCULATED BY MN SCALE 1 1/2 n =1 1 - 0 " NEW STRUT AS REQUIRED OR WELD "B529" ANGLE TO EXISTING JOIST OR GIRDER "B529" ANGLE (TYP.) WITH 1/2"0 A307 BOLTS 3 "W ELECT. CONDUIT PIPE SEISMIC POD CONNECTION EXISTING CROSS BRIDGING (NEW AT SIM.) OF DATE 8-27 -03 Job No 00 -47.03 N OTE: 1) INSERT WIRE INTO DRILLED HOLE & WRAP TO BOTTOM OF CONDUIT PIPE WITH WIRE TWISTED NOT LESS THAN THREE TIMES AROUND ITSELF 6M1/BS)IS \S >IS \OMPO \EO \Lb \00\ :N BE :VI :GI Emieueo IIaot jde11 08/28/103 15:26:34 K: \00 \47 \03 \0dwg \SKS\ SKS9.dwg £0'LP - '° aor £0—LZ -9 31v0 40 S83H10 J.8 1108 (6„9/c /M 13 >13V I8 —n 1331S XOOH a3dINI80 210 ON3 HOH3 S1108 3A3 /M 31XOn8Nan1 0 „ M3N (Jlllovdvo #0V£) 9£ L # NIVH M3NO XNII ),ONVH M3N S1nN 318n0a 2J3HSVM /M 1108 3.13 O„ M3N Wild 283d 1n211S 1331S M3N uo}6ulysoM 'oILM )Inl '03 ONI1HO11 3111d3S e0r 1hhOddnS anOlO 3elnlxld „0 — , L =„ Z /i L 3'1V3S NYV A8 031Y1n31Y3 6—S 4S ON 133HS anol3 38111XId ONIISIX3 (a381(1o3 SV >100H d1 XOOH 1108 /m 31 >On8N2in1 (+V NIVHO ONIISIX3 aN0A38 9)(Z ONIISIX3 to -0l -6 S32IIdX3 1 9.01► —o s(SZI �X'v3 940t- 091031x) 50098 uo1 uttts8y 'annaflag 001 2 11nS '1 Pali —P9 C09zI S2IaaNIONS ONI.L'I1ISNOO 23�'LLC1HS Ina MINI AIM AIM SHUTLER III CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450-4076 f EXPIRES 9 -10 -04 I 1/2 "0 LAG BOLT w /WASHER STEEL STRUT (B125H) NEAR WALL NOT SHOWN FOR CLAITY EXISTING 2x JOB SEATTLE LIGHTING CO. Tukwila, Washington SHEET NO SKS-10 OF CALCULATED EN MN DATE 8 -27 -03 SCALE 1 1 /2 "= 1 -0 Job No. 00 -47.03 TYPICAL STRUT CONNECTION DETAILS STEEL STRUT (B225H) 1/2 "0 BOLT w /NUT & DOUBLE WASHER STEEL STRUT (B125H) 6MP'OI NS \SNS \6MPO \EO \Lb \00 \:N zb :La :bt COI/BUBO I Tao( IMF 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450-4076 I EXPIRES 9 -10 -04 SHUTLER CONSULTING ENGINEERS Inc. (93 DRILL NEW HOLES ® GONDOLA STEEL SUPPORT & ADD NEW A307 BOLT (VERIFY BOLT SIZE ON SLOTTED EXTENSION BLADE) O 0 O 0 O 0 O 0 EXISTING GONDOLA STEEL SUPPORT TYPICAL TIE PLATE CONNECTION JOB SEATTLE LIGHTING CO. Tukwila, Washington SHEET No SKS -11 of CALCULATED BY MN DATE 8 -27 -03 SCALE 1 1 /2 " =1 '-0" Job No, 00 - 47.03 EXISTING TIE PLATE CONNECTION w/ I10x 4/4" LONG WOOD SCREWS (8 SCREWS PER EACH END OF WOOD STABILIZER) EXISTING 2x WOOD STABILIZER BEAM (TYP.) EXISTING SLOTTED EXTENSION BLADE NOTE: STABILIZER FRAMING & CLOUDS HAVE NO UPLIFT. CONNECTION TO GONDOLA SUPPORTS ARE MINIMAL fimir SNS \SNS \ \EO \0\00\ :N OS :V2 :51; EOti /82/80 I l ao t44 E cra NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. June 12, 2003 Dear Buff: Sincerely, IOW Buff Little 222 Second Avenue Extension South Seattle, WA 98104 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -152 Seattle Lighting — 300 Andover Park West, Suite 600 This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comment. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in erson and will not be accepted through the mail or b a m esse�:ger ser vice. If you have any questions, please contact me at (206) 433 -7165. Stefania Spencer Permit Technician encl xc: File No. D03 -152 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 Building Division Review To: Buff Little From: Bill Rambo Date: 06/10/03 Re: Permit D03 -152 Seattle Lighting Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 -431 -3670 An initial Building Department plan review has been completed for the subject project. Please address the following comments with revised plans, specifications, and /or other documentation, that will aid us in processing your permit application. 1. In regards to detail 3 on page A2.02, due to the height of the roof structure, please provide a complete detail to structure above, including material description (stud gage), additional bracing, slip joint top track if applicable and attachment to roof structure above. Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670 No further comments at this time • Page 1 ACTIVITY NUMBER: D03 -152 PROJECT NAME: SEATTLE LIGHTING SITE ADDRESS: 300 ANDOVER PK W - SUITE 600 ____ Original Plan Submittal Documents /routing slip.doc 2-28-02 PLANH UtING SLIP PERMIT COORD COPY DATE: 06 -24 -03 Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMEN - "°i Building Division �i ] Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator P DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -26 -03 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROVING: Please Route Structural Review Required 0 No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE:_ 07- 24-03 Approved ❑ Approved with Conditions i Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW ACTIVITY NUMBER: D03 -152 PROJECT NAME: SEATTLE LIGHTING SITE ADDRESS: 300 ANDOVER PK W, SUITE 600 X Original Plan Submittal Response to Correction Letter # Complete DEPA Build��ing Divi Public 14�A, ic Works / S h -2 1 k 1/6 e3 Please Route TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28.02 Structural Review Required 670 Aio 5-i7.6 Fire Prevention X Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplet C n REVIEWER'S INITIALS: 194 SLIP DATE: 5 -19 -03 Response to Incomplete Letter # Revision # After Permit Is Issued DATE: Planning Division Xi Permit Coordinator DUE DATE: 5- 22-03 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 6-19-03 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Co yZ -O Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:^' u 4,.:w4, , I i V w V A. V• .1. I 1 WI w 1 LI"1 L'.. L' 1 IY Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: ❑ Response to Incomplete Letter # ,1R- Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: re 6/ /0 '3 City of Tukwila Department of Community Development - Permit Center 6300 Southcentcr Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 S �I 604 r'aN Li Plan Check/Permit Number:_ 2 r 152 Project Address: 30 VV- ci - to T St, 1 Te (000 Contact Person: ,0 L.U " , Phone Number: 2 00 • 140t • 3g f' 6 P Summary of Revision: A . R.A 5 r'STtrW1 Ti ULw - ■1!-44) 5'71,a o• .IL 4 5 sin Sheet Number(s): • ©2-- yt✓ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Center Center by: 1*___. Entered in Sierra on �l/.4 -03 511W61 CITY OF TUKWILA 2 it 2003. , R 08(30/00 Jul -2B -03 09 :40A 1-112-1131.11U11 ( 1 n IMO (Null DEPARTMENT OF LABOR. ANT) INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL, • .. • REGIST :...;# ' >EXP . DATE CC01 ABOYSCI132NR 06/21/2004 EFFECTIVE DATE 08/19/1987 A BOY SUPPLY COMPANY INC 1919 NW 19TH AVE PORTLAND OR 972 0 9 — -- Wadi And I.)i.lihiy CarriFiLJ$I. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Rc:n'iove REGIST. EXP .. DATE And Sin CC01 ABOYSCI132NR 0)6/21/2004 Identification DATE 08%19/'1'987 Card Before A BUY SUPPLY COMPAA7Y":TNC 3 Placing In 1919 NW 19TH AVE Billfold P.ORTLANR "97'2 I Signature Issued by DI;F'r \li'rMb :N•i' OF LABOR AND INDUSTRIES P. 01 S(8IIZ8 411LISTAom ARCHITECY_S, ° 969 124T• AVE NE i`liV E aM SOOOC S. C. r TEL FAA: wr.seoractartrer_co 4254 3,113 423.4665351 1 S REVISIONS D T1iNC ^O. A coemcro.. 1 NC DA -E i t3" I 1 i � r TITLE SHEET JOB NO, 2000046 DRAM: SEA CHECKED: JB•• DATE: 6-01.-00 i4 0 .01 e 0) SITE LOCATION PLAN a Y i z I < < 5 5- L` 1 U NAN c cici cici ci cl-i c ici ic(ci cic is Ic c l Ic;c i \ i 300 4NDOVER PARK W. SUITS 6 TUKLUL4, W4SkINGTON 0 MOTEL PARKING LOT !BASTING _ WAREHOUSE at DING TRAF 7, 11; 7RAE ANE .i EXiS'iNC. cr TURN LANE c' .ENE cic cIc:c i t :c c c / 1MFROV STRANDER BLVD TIECK DRIVE LARNfllGA I N6 EXISTING WAREHOUSE BULDING L. EXISTING OFFICE BULDING FILE COPY I understand that the Pian Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance Receipt ct con- tractor's copy of approved plans acknowledged. • i% By Date _1 Permit No '"`"""" rREVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR r ROVAI OF TUKWLA B1JII.0 DIM( ON. T ., MIA Rr'YDIK 4 /rah & �':N 1. AL- MOW ew 1 CODED - VA = AN) FOCAL R 1ECa1A'Od AAO OQ► Alma_ cAE E TO TIE ,SIC• 2- A C+•■ Oi :E APPRt'7.0' .ENIrr' PLANS `ta' BE a Ti.€ .OD 841E tiBE,A t CaNIVIR. "4. lb A PIS ! 0 0111rAOLE PRE ExYbIGA6•4916 TC BE - OCJ'EC. 9w ACCLI MACE ;J !A IREQa ."b. ■igoeciE LL 2A -I114,C, FE fr ORY,E ANC 'NE A....8 AfEAB 1 4A - 41.40 e'O0( AND VOIRAGE AIEA6 MAL LO ATiCN6 *0 !SE 7E' D" :«E PRE DE.AR^E: AF'ER T'TRC.Et+."e ARE OC►r'_.F'ED 41. E:.EGfR+G.t, MNVAC ANC SR°atllL9t e` - e'139 RE eaAGPRb Jam- BE &'T FD UhOEIR SEPEiA'E P" VICINITY SITE MAP PROJECT TEAM OUNER SECxAL E BUSINESS PARK 1800 ANDOVER PARK W "200 TUKWILA, UJA 95188 (P-4) 206-575 -2000 TENANT SEATTLE LICzI -ITING FIXTURE COMPAN 222 SECOND AVE., EXT S SEATTLE, WA 98104 (P -4) 206-268-3468 (FAX) 206 - 682 -5939 ARCHITECT SCONZO /I- IALLSTROM ARCI- IITECTS 919 124T1-1 AVENUE N.E. *101 E3ELLEVUE, WA 98005 (P4 -1) 425 -455 -3203 (FAX) 425 -455 -9351 STRUCTURAL ENGINEER 644UTLER CONSULTING ENGINEERS 12503 SELL -RED RD. SUITE 100 ELLEVUE, WA 98005 (PI-4) 425 - 450 -4075 (FAX) 425- 450 -4016 SEPARATE PERMIT 1 f +` IIRED FOR: CHANICAL F CTRICAL h i p i_ UM BING 1GAS PIPING CITY OF TUKWILA BUILDING DIVISION aaNIPRaL Nose PROJECT NAME. *'1lOLeeT ADDRESS. BUILDING CODFa EXISTING OCCUPANCY. NEW OCCUPANCY. CCNST111U TION TYPE: III -Id, SPRINKLER TWRCURaHOuT SEISMIC ZOO. ALLOY4ADLE EUILDIG AREA. BUILDING HEIfyHT. BUILDING AREA (00. F1'a M 3 BASIC ALLOWABLE SEPARATION (3) SIDES RALLY SPRINCLERED 23' LOCATION MAIN FLOOR, MAIN BUILDING 22,266 SF. ZCNI43. TUC - Tuuatla turban cAlimar LINGAL DESCRIPTION THAT POR'1O4 OF TIE eamedur V4 OF TIE NORTHEAST V4 AAC THE NORTI V4 Os T HE SOUTHEAST 1i4 OF eECTOv 26, TCX110.410. 23 want's. RANGE 4 EAST WM. DE6C7NEED AS F011OI0 ISEG6611G AT A PONT 30 PEET SOUTH OF THE NORTHWEST CODER OF THE SOUTI.EAST V4 OF TIE NORTHEAST V4 OF SAID BECTON 26s - 1E94= 60.1114 OS DEGREES 6 "1,4!1196 33 SEC.OD6 ENV ALONG TiE eoJTH MAFIiN CF STRAISCER BOULEVARD A DISTANCE OF 510M PG TO TIE TRtz *ow OF Betborrawat THENCE CONTN e0./TH MI DECRIES 6 Ml1,^ES 33 SECONDS EAST ALONG SAUD SOUTH `1.4082184 OF STRMMER BOILEVARRD A DISTANCE OF 1613 PEE' TO 1E NORTLILEST COPIER OF LOT 5 (F AEX:NM !MISTRIAL PA MO. 3, AS PER PLAT RECORDED N VOLL E 11 OF PLATS. PAGES 6 ANC T. RECOme OF KING COURT,' 'HENCE SOWN 14 CO3PES8 3s .111.1.118! 30 SEC +0e EAST ALONG THE SEE' LNE OF SAID LO' 5, A DISTANCE OF 15U'. FEET* THENCE ALONG A 0.11E TO THE LEFT ALONG SAD DEBT LNE OF LOT 5, THROWN A CENTRAL ANGLE OF 64I DEGREES 66 M!iJTES 44 BECOFD6 AN ARC DISTANCE OF 45330 FEET TC A AON'T ON THE CIOR' LINE OF LO 4 CF ATCO,rIEFt !DLISTICAL P -JRK C. e. AS PER P RECORDED IN VOW E 63 OF PLA , Ames 22 AND 23 RECORDS OF KING COW T HENCE NORTH a4 DEGREES 25 *111.. • ES B' SECONDS UST ALCAG . n 4F SNORTH 1-NE OF ..OT 4 A DSTANCE OF 19S1i FEE TWINGE ALOE. A O - C TIE LIFT ALLPYa'1,E NORM AHD UEb" LNE OF SAID LOT 4, THROUGH • A CBITRAL ANGLE OF 13 DEtRRlES 46 MNL'TI S 41 SEGO Ge. AN ARC DISTANCE OF 61132 FIST, THENCE SOUTH 01 DEGREES 41 1'184..E6 20 SECONDS WI33? ALGNa THE ICES* NE OF SAID LOTS 4 AND 5 N SAID PLAT A DISTANCE OF 106.13 FEET. 'HENCE ALONG A CURE TO TIE RIGHT WITH A RAMIS OF 41018 PEET TH RIOUGH A CENTRAL ANGLE OF M DEGREES S E MNJTI 21 SECONDS, AN AFC DISTANCE OF MAO FEET TJ TIE EAST MARGIN OF ANoovBe PARK MST* THENCE NORn 1 01 DECRY 41 MINUTES 26 SECONDS E '.`-' ALONG SAID EAST 'WSW A DISTANCE OF 21.25 FEET: THENCE NORM. 01 DEGREES 06 MNJ'EE .76 Si;.OF C6 EAS A -ONCs SAC EAST MARGIN A DISTANCE OF 36226 t$T: THENCE NORRH 43 DECKS 36 MINUTE* 10 arC OPCe EAST A DISTANCE CF 6315 P1ET= TiENCE NOSE .4 42 DEGREES 25 "INCISE 32 e6C04176 EAST A DISTANCE OF 56.16 FEET: THENCE VORlTH 46 DEGREES 49 MINUTES 29 SECONDS EAST A DISTANCE CF 5024 R$?: THENCE NC7E NORTH ii DEGREES 23 MINUTES 24 SECORNC6 EAST A D$e NCF OF 6056 FEET THENCE NORTH 26 DECREES S. MINUTES 14 SECONDS EAST A PIOTAJNCE OF Si30 FEET* TIENC2= NORTH 6 DEGREES 016 MNUTE6 21 IECOaz6 EAST A DISTANCE OF 41.43 FEET: THENCE NORTH 36 DEGREES 31 MNUTEe. B! SECOHDB EA6? A pl8TANCF OF 60J0 FEET= THENCE NORTH 22 DeCRvee 46 MWUTEo 36 eecaMe EAST A DISTANCE OF T'30 FEET: ?HENCE NORTH 34 DEGREES 41 MINUTES 36 SECONDS EAST A DISTANCE OF 304.60 PEET* 'THENCE NORTH 39 DECREES 31 MNU'E8 36 SECONDS EAST A DISTANCE OF 6130 a¢T= THENCE NORTH 21 DEGREES 01 MNITES 36 eEcO•ce EAST A DISTANCE OF 4400 FEET THENCE NORTH 09 DEGRNEE6 211 MINUTES 25 SECONDS DEBT A DISTANCE CF 3639 FEET TO THE TRUE PONT OF BEG NNCa: (EXCEPT THAT PORTION *HEINEOF LYING SOUTH OF THE FOLLOWING p ecsere D LIE: TANG AT THE SOUT►*REST COWER OF 64D N3 LEAST V4 OF THE NORnEA6T V4: - n.e E NORTH 01 DEGREES SD MINXES 06 eEGONoa EAST ALONG THE NEST LIE THEIREOF, 60506 FEET: THENCE SOUTH IS DEGREES if. MINUTES 11 6ECOI D6 EAST 3000 FEE? TO THE EAST ROAD MAIrsIN AND THE TRUE POINT OF OEGNEI NG OF HE1EN E E*GR16ED LIE: THENCE COWTNiNa e0 srw ss DEaPma i6 MNUTEe n SECONDS EAST, 316.12 PEE.' TO THE WEST LIE OF LOT 4 CF ANDOVER WMUSTRIAL PARK NO. 5, AS PER PLAT RECORDED N VOLUME S3 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COWRY: AND THE EA6TEPL` TERMINUS OF HELEN DESCRSEED LNE* CEIEWCs KNOUN AS NEW TAX LOT i ACCORDING TO CITY OF TUKWILA OOMDAFCr ENE ADJU6T1'1BNTT G. 06 61 - 5L4, RECORDED UNDER IEGORpNG NO. $6t2TTH451): 6TTUl4TE N . n.e cnY OF TUKWILA. COIJINTY OF KING, STATE CF N146MNGTOFI ts.cc SFr AS TO THE MATTER* REPORTED HC+R£INABOyE, THE TITLE TO THE .GPE1lTY COVERED BY THH6 ORDER HAI, N O T PIN stmcA1lED PROJECT N O SCOPE OF WORK PROJECT DATA SEATTLE LIGHTING FIXTURE COMPANY 300 ANDOVER PARK LLEST SUITE 600 'TUKWILA, WA INTERIOR Frx1U FE REMODEL FOR A NEW TENANT TNO EXTERIOR WORK TO BE DOPE (SST MC, UPC, UPC, UMC, MID ISS3 NEC, ALL AS A'ENDED BY THE STATE OF WASHMGTCN 81300 SF (100T• INCREASE) 24000 OF (3 TRIES) 1204,0 SF UPPER FLOOR TOTAL 2,1952 SF. 25,266 SF. RECENE (.ITV CIF ^'KV NIA JUN 24 )(103 PERMIT F.NTEi. CORREC' 4 LTR #� �Da3 • I52 42.0 I DATE: -II -CC I v I Ja5 ma 20004).4* I FIXTURE PLAN SEATTLE LIGHTING TENANT IMPROVEMENT SEGALE BUSINESS PARK - TUKWILA, WASHINGTON 1 [hi, r',, , t nnrl the ctr ,u„I ilesigrn incorp' noted herein, n'. an Inntrurnenl of OW nthe� prod prnlessional .ervire .s the property of 'icon:o /Hnllstran i Architects and is not a be used, i^ r whole or in port, In ony , without the written n oritatian of Srnrvo Hnllstrom Mahitect5, Inc. Ihrse drawings ore the properly of the Arrhitert of Record and ore not to t, rtwinged. nItered, wider, lo, nor deleted f■„rn wllhnul the direct supervision of the Arrhilect ^I 17 I Hc. DATE 1 �> ° 1 > r1 ♦ • • T ^ 0 � ' • l 1� P� 0 ! i X �1 * R * R Q /A D 666 0 I *M� IC T LL�ft10Y n a wAr�orow , _..�_. r AJ 67-) S NJO r t -- _11LUSTA001 ARC' -4fT= C TC 9:9 1241 roE 11CyMt IP. t Tt�+ - 425.45. 'BOA sr it h r- :AX: 425.465436. wreaoorua0abamr_aewl REVS ❑ REVt6NO6 G cQ r104 $ o DATE B" 1 :6 -18 -031 AS - OMINERSHIP OF DOCUMENTS , ncorooruted lit VI , US on instrument nl professional sr•,vice, is the properly of ;cnn7n /IHOI .tram Architects old is not In he ■;tied, in whole or in port, for nny r -. rrnject without the written nnfhnriyotinn orto /Ilnllotrnm Architects, Ion. I hese drnwing•; ore the proper l/ of the Architert el lemur) and ore net to he r hnnr?ed, tiered, nrlrl -I 1� rtnr delerrd Iran, w,lhoal Ihr lirect superviu:inn nl the Arr nil,, l ,.I 1 +e El IMP PARK DETAILS JOD NOT =SUM MAW, Alb C.14ECKIEDI Alb DATE: B-104N1 42.02 tt DETAIL Existing 2x6 SCALE 1/4' = 1' -0' DETAIL 14' TJ1s 24' Fasten 2x4 to 4x4 with 2 -16d nails e 24'o.c. min T Lasting strut approx. 60' ac . 2x6s 4' o.. tc ad iacert spay structures and tied to the exterior walls Existing TJIs have no run joist at the East and Vest ends, and have ra bridgin( Ve will install 3/4' AC plywood as rim joist, and one row of Simpson Strong -Tie *TB36 Tenslor Bridging between Joist, near the center of the span. O () EXISTING RACK AT LIGHTLAB SCALE 1/4' = i' -0' Simpson S trong -Tie NI ECC3 -1/4 -4 Column Cap st.11 • It /:' ..lt LIGHTLAB ENTRANCE FRAMING 8' 2x4s tied back to existing TJIs min 48' o.c. Typ. 2x4s at corners to be tied to the existing rack � ' ,..air Cl lG to r t_ _Tr na, Simpson BHDSA Thru - Bolted with 3/4' bolts Attached to concrete using 3/4'x 7' wedge bolt typ. Detail A IB s• S NEW PARTI ❑NS AT LIGHTLAB SCALE 1/4' = 1'- Wood members to .e :=.ed for full height studs, posts, bott,r and top plates. All lumber to be std. cr btr Metal framing to be used above bean 5/8' type x Drywall to be used on both sides of this wall .= (R) DETAIL DETAIL axe .e:: tv' 2-1/2' meta. suds w . 16 ac dtr 5/9' type interior see any 9"-6' tn.. Side waus tied sack to ,v'L racking structure Sire taus c -owed WV' Meta studs net 16' o.c Covered wet- 5/$' type X DrywL• interior sine only 9'6' tat: Va trd an_k to existing rock structure 2 - 1/2' metal stud oraces attached to existing racking structure 48' o.c. typ. epe l ii SCALE 1/4'= 3 -1/2' Metal Track 3- 1/8'x12' Qu -Lan SCALE 1' = 1' - DETAIL DETAIL 3-1/2' Metal studs 24' o.c. Suspendend ce4ing to be 9' off No flanges to ',misting Fire sprinkler heads. ------ Detail B Reccess coastruc+ed noun guides for stidin door nssem t - -.t! 14' IAA _ _4'4: 4,G•_ Ceiling grid to be wire supported, from the exsisting 14' T JI structue. 7 10)LIGHTLAB SUSP ACOUST TILE CLG Wood studs naked together ■/16 nails 2 every 24' min. Simpson Strong -Tie M ECC3 -1/4 -4 Column Cap Installed with 5/8' bolts per Mfr. Instructions POST BEAM AND STUD ATTACHTMENT SECTION HARDWARE KEYHOLE PANEL CONSTRUCTION SCALE 1 1/2' = I Existing 14' TJIs 24' o.c T -Bar suspended CROSS SECTI ❑N SCALE 1/2' = 1' - ()DETAIL DETAIL v Detail A ELEVATION e 2x4 used to tie new facia to existing Tits 4' ac. v4 ten mate 3-1/2 ' metal track attached to top Plate 0/ 1' twrh screws 3 -1/2' metal studs 24' oz. x drywall both sides 3-1/2 ' metal track attached to Glu -lam 1' tech screws 3 -1/8' x 12' Qu-Lam Sporting 18'5' opening supported by 4x4s at t,ch end EXISTING RACKING SYSTEM. (SELF SUPPORTED) 1x4 STRI TYP 1x4 LE DG R WALL TRACK WITH CLOSED CEILING SCALE I 1/2' = 1' - 2-1/2' STEEL STUBS es' O.C. TYP i-- ELECTRICAL HARDY BOXES CENTER -s X' TES ON THE STUDS AT THESE LOCATIONS. 1/2' BLACK M1LLINI E COVERED PAR -:::4.1 -:x BOARr VI "• 14' :,OUARE 7EIMINGS SET IN A 24' 1i1t1D PATTERN. 1 -1/4' 1112 PAAIEAD SCREWS SET VIT ' THE AA..l(S OF THE HEADS 1 OF- IF T.-E FINISh SURFACE OF THE BASE PANEL. SCRE4 ?AT'ERN IS A 2'Y SQUARE WITH A 4' BETWEEN SQUARES. CENTERED ON THE OPENING IN 'FE BASE PANEL TYP 3/4' MDF LAMINATE COVERED DISPLAY PANELS WITh KEYHOLE SLOTS ROUTED I4TC THE BACKS THESE °ANELS WILL BE A GEMINATION 3$ SIZES BASED ON A 24' MATRIX THE OWNER V:__ PRCV:DE THESE PANES. RUBBER BASE NOTE: ALL MOUNTING SCREWS AND VERTICAL SEAMS BETWEEN BASE PANELS ARE TO BE POSITIONED SC THAT THE 2' DISPLAY PANELS WILL COVER THEM. ATTACrifENTS AT THE ENDS OF A WALL RUN SWILL BE HIDDEN AS MUCH- AS POSSIBLE.THERE ARE TO BE NO EXPOSED SCREW HEADS. MINIMAL TRIMS TO COVER SCREW HEADS WOULD BE ACCEPTABLE. SLOT WALL SCALE 1 1/2' b,e' TYPE 'x' GLUES (Tr.') SCALE V = 1' -0' ELECTRIFIED CEILING TRACK INSTALLATION 2 -1/4' CA MOUNTED AT SIDE l SAUDER PROFILE *019 8' ALLMINUM ELECTRIFIED WALL TRACK SPACED ? 16' O.C. TRACK MOUNTING BRACKET TYP. 14' x 96' x i /4' WALLPAPER COVERED PANEL, ✓ PANELS IN SV:TCH POSITIONS WILL NEED EXTRA MATERIAL GLUED TO THE BACK OF THE PANEL TO ALLOW -DR THE ATTACHMENT OF THE ELECTRICAL BOX. OWNER TO PICK WALLPAPER, 3/4' CAP. THE WIDTH OF THIS PIECE MAY VARY DEPENDING ON WHICH MANUFACTURER SUPPLIES THE DISPLY TRACK. VERIFY DIMENSIONS BEFORE CONSTRUCTING. 2 -1/4' CASING MOUNTED FAT SIDE UP. SAUDER PROFILE * 019 1/2' DRYWALL 1 -5/8' METAL STUDS 16' D.C. TO FORM KNEE WALL 1 -5/8' TRACK TOP AND BOTTOM. 3 -1/4' DECORATIVE BASE, SAUDER PROFILE SI 623 BOTTOM OF 1RGX:IF :RAFTING XIST:NG WAL. STRLCTURE 4'x8' LAMINATE COVERED SLATWALL PANELS. OWNER TO PICK LAMINATE FINISH 2 CIRCUIT VIRENELD V20GBA612 SERIES PLUGMOLD 4' RUBBER BASE ALL THREAD 61.11 6EE STRICT. DETAIL SOFFIT ABOVE COUNTER c^ CIRCUIT VIREMOLD V20GBA612 SERIES PLUGMOLD TO BE USED CENTER PLUGMOLD 2 3'4-1/2', 10'7 -1/2' t 13'4-1/2 AFT. ELECTRIFIED> CEILING TRACK HECENEC cm rx n ncw,l a JUN 247Cn3 PERM CENTEI. gPi b\ - is z File: D03 -0152 35mm Drawing #1 -2 I I11 I 1 111 111 il III 111 -I1 1 1 111 111 ; 1 1` I 111 111 ill 111 111 I I 111 1/16 III 11 I�� l I �� I Ili 1 I `� I 31 1 I I I I I Iii 4) 5I 6 Inch WESTCOTT Slna j872 M IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 L OL 6 8 L 9 g ii g z w� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII illlllllllllllllllllll (E) DISPLAY WALL BY OTHERS G (E) DISPLAY WALL BY OTHERS NOTES; 1 (N) SEISMIC PODS (TYP. 3 PLACES) SEE C /SKS -4 .. II��Ijil► �i�ijii ,liijl►i,�il�l�i iil��l Inch 1/16 I 3 '1VEsrcou' Since ]874T" (N) T —TRACK @ 48 "o.c. BY OTHERS V (N) LIGHT TRACK V SPACED 261 "o.c. BY OTHERS SEE B /SKS -4 FOR ATTACHMENT (N) 2' -6" MAX. CURB WALL SEE D /SKS -5 (BOTTOM OF CURB =8' -5" AFF MATCH EXISTING) (N) 2' -6" MAX. CURB WALL SEE D /SKS -5 (N) LIGHT TRACK SPACED 26 "o.c. BY OTHERS SEE B /SKS -4 FOR ATTACHMENT LIGHT TRACK FRAMING PLAN SCALE: Ya " =1' -0" (ELEVATION 9' -6" A.F.F.) (E) DENOTES EXISTING. (N) DENOTES NEW. 4 s s 96 t I EI Z6 66 OL 6 8 L 9 9 f' E Z b i o III I�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIII I �I I II IIIII�IIIIIIIII�IIIIIIIII�IIIIII III�IIIIIIIII�IIIIIII II�IIIIII I I I�I I I IIIIII�IIIIIIIII�IIIIIIIII�IIIII (E) STUD WALL (FULL HEIGHT) (E) HANGING WALL (BOTTOM OF WALL ELEVATION =8' -5" AFF) (N) SEISMIC PODS NP• 7 PLACES) SEE C /SKS -4 (E) P.C. PANEL (NP. U.N.O.) (N) SUSPENDED CEILING BY OTHERS (ELEVATION= 9' -0" AFF) E) STUD WALL FULL HEIGHT) N r ,. O N 00 O O =N al OA CD w vs M r CI CA r h 01 co re. o cn o O 0) z O m v o z 0 O 1 v 0 w z N nn 0 O U, 7K N 1 c 0 0 w ( E) (N) 1% x 12 GA.x2C-0" LON STRUTS (B -22SH) ® 26 1/2 "o c. (ALIGN WITH LIGHT TRACK BELOW) SEE A /SKS -3 FOR ATTACHMENT) -- GIRDER (E) (E) HAC UNIT (E) HANGING WAL (BOTTOM OF WAL ELEVATION =8' -5" AFF) GIRDER (N) 1 STRUTS (ALIGN ' W BELOW) ATTACHM x st' N w JL 12 GA.x 10' -0" LON B -22SH) 0 26'h "o TH LIGHT TRACK EE A/SKS-3 FOR NT) c�1 G 1' - TYP NOTES: STRUT FRAMING PLAN SCALE: +i (ELEVATION 28' —g" A.F.F.) 1111111111111111lliimillinwiwpil Inch iH8 ( Rai Lr.7 7 011,,,ko_ SCALE: 1 /8 =1 -0 ) (E) DENOTES EXISTING. (N) DENOTES NEW. IIII114I IIIIIII I I I I I IlI Iili s Since 18 5L b6 E6 Zb LL 06 6 8 L 9 9 � g Z 6 wa I�IIIIIIIII�IIIIIIIII�IIIIIIIII�lllllllll�lllllllll�llillflll�lllll (N) 1% x12 GA.x10' -0" LONG STRUTS (B -22SH) 0 26 "o.c. (ALIGN WITH LIGHT TRACK BELOW) SEE A /SKS -3 FOR ATTACHMENT) (E) P.C. PANEL (TYP. U.N.O.) (E) STUD WALL (FULL HEIGHT) 2 O a. z 0 0 r v O 0 w z rvi 0 t� cr to =z O z a r tri 1-3 U) N c 0 U, 0 File: D03 -0152 35mm Drawing #3 Inch 1/16 �I I I. I 41 AV OTT Since1872'" 5L ti6 E6 Z6 66 06 6 8 L 9 g 4 g Z 6 W3 1111 IIIII�I�IIIIII�IIIIIIII���I�111I111�I�111I111�I��IIIII��I�IIIIIII�II� �1I Cu O 0 CO Cu CO W M EXISTING-ti DEMISING WALL 4' —O" CO X N W (E) 2x6 12'-0" (E) 2x6 (N) STRUT 2 (N) STRUT 2 (E) 2x6 (N) STRUT 2 (N) STRUT 2 (E) 2x6 (N) STRUT 2 CO CO N c 1 W v (N) STRUT 2 (c) 2x6 yt' X N W (E) CO X N w (N) STRUT 2 " z 2x6 (N) STRUT 1 . (N) STF (N) STFUT 2 (E) (N) STF CO X N w 2x6 UT 2 (E) 2x6 (E) N I I-N - 1.i. I- v 1 z UT 2 (E) 2x6 N O— M lx N 2x10 (E) 2 X N W CO X N (E) 2x10 1 ( E) 2x 10 (E) 2x6 W ® 48 "o.c. (E) N I- N z 2X6 2x6 Co X N W (E) N I- lx N I11 I 1 I I I I 111 III III I I I I IIi iii III I I I1I III 1•1I I ,I III - I1I I IJ•I I I III III I III I I III I1I I I ) I Inch i1 1 s I �I I � I I 3 I I I I 4 5 6 • »1£STCOTT`� SinceJ87s'M i � 6 T E 6 Z6 6 Z II 1 111 1111 II � IIII II III � IIII IIIII�IIIIIII � IIIIIIIII �IIIII 6 MI MI MI MI III� I 9 1111 1111 IIII�Iilll� 1111 1111 llll�lllllllll1llll 6' -0" 2x6 8 ' —o " - (E) BRID ING !(E) 2x6 I (E) 2x6 z (N) STR. -1 (E) 2x6 (E) 2x6 (E) 2x6 (E) CO X N (E) 2x6 (N) STRUT 1 (N) STRUT 1 (N) STRUT 1 PARTIAL CEILING & STRUT FRAMING PLAN SCALE: 1/8" = 1' -0" NOTES; 1) (E) DENOTES EXISTING, (N) DENOTES NEW. (E) BRIDGING (E) 2x6 N H lx z (N) STRUT 2 CO CO 2X6 N N y (N) STRUT 2 CO I— W e A Ct #„, Q m- o0' Mt gli 41, "" 611 : 126 �e?� tiC) ..0 z0x N0 tL � y Cn a to Z r oom MI v o co a n m c rn z 0 -4 0 z a ° m STEEL STRUT MARK SIZE TYPE Sx(in 3 ) Ix(in 4 ) 1 1 x12 GA. B22SH .2125 .1912 2 2 sx 12 GA. B12SH .4061 .5349 Cu O 0 CO Cu CO W M EXISTING-ti DEMISING WALL 4' —O" CO X N W (E) 2x6 12'-0" (E) 2x6 (N) STRUT 2 (N) STRUT 2 (E) 2x6 (N) STRUT 2 (N) STRUT 2 (E) 2x6 (N) STRUT 2 CO CO N c 1 W v (N) STRUT 2 (c) 2x6 yt' X N W (E) CO X N w (N) STRUT 2 " z 2x6 (N) STRUT 1 . (N) STF (N) STFUT 2 (E) (N) STF CO X N w 2x6 UT 2 (E) 2x6 (E) N I I-N - 1.i. I- v 1 z UT 2 (E) 2x6 N O— M lx N 2x10 (E) 2 X N W CO X N (E) 2x10 1 ( E) 2x 10 (E) 2x6 W ® 48 "o.c. (E) N I- N z 2X6 2x6 Co X N W (E) N I- lx N I11 I 1 I I I I 111 III III I I I I IIi iii III I I I1I III 1•1I I ,I III - I1I I IJ•I I I III III I III I I III I1I I I ) I Inch i1 1 s I �I I � I I 3 I I I I 4 5 6 • »1£STCOTT`� SinceJ87s'M i � 6 T E 6 Z6 6 Z II 1 111 1111 II � IIII II III � IIII IIIII�IIIIIII � IIIIIIIII �IIIII 6 MI MI MI MI III� I 9 1111 1111 IIII�Iilll� 1111 1111 llll�lllllllll1llll 6' -0" 2x6 8 ' —o " - (E) BRID ING !(E) 2x6 I (E) 2x6 z (N) STR. -1 (E) 2x6 (E) 2x6 (E) 2x6 (E) CO X N (E) 2x6 (N) STRUT 1 (N) STRUT 1 (N) STRUT 1 PARTIAL CEILING & STRUT FRAMING PLAN SCALE: 1/8" = 1' -0" NOTES; 1) (E) DENOTES EXISTING, (N) DENOTES NEW. (E) BRIDGING (E) 2x6 N H lx z (N) STRUT 2 CO CO 2X6 N N y (N) STRUT 2 CO I— W e A Ct #„, Q m- o0' Mt gli 41, "" 611 : 126 �e?� tiC) ..0 z0x N0 tL � y Cn a to Z r oom MI v o co a n m c rn z 0 -4 0 z a ° m File: D03 -0152 35mm Drawing #4 -5 1111111111111 Ili I1I I I I I I I I1I I1I I1I I I I1I I1I 3 I I I.II I1II ICI 4 I I1 I I.1i III ICI 5I I1I i I I1I ill Inch 1/16 1I 2I � I I I I I 6I WESTCOTT® Since 1872" 5L b6 £r Z6 6L 06 6 9 L 9 9 1 g Z I. wo II IIIIIIIIIIIIIIII � IIIII IIII�IIII I IIII�IIII I IIII�IIII I IIII�IIII I IIII�IIII I IIII �IIII III IIIII (E) DISPLAY WALL BY OTHERS —� (E) DISPLAY WALL BY OTHERS U (N) 2' -6" MAX. CURB WALL SEE D /SKS -5 I I I I I I I ° I (N) SEISMIC PODS (NP. 3 PLACES) SEE C /SKS -4 (N) T —TRACK 0 48 "o.c. BY OTHERS (N) LIGHT TRACK SPACED 26 '/2 " o.c. BY OTHERS SEE B /SKS -4 FOR ATTACHMENT (N) 2 ' -6" MAX. CURB WALL SEE D /SKS -5 (BOTTOM OF CURB =8' -5" AFF MATCH EXISTING) (N) 2' -6" MAX. CURB WALL SEE D /SKS -5 (N) LIGHT TRACK SPACED 261'2 "o.c. BY OTHERS SEE B /SKS -4 FOR ATTACHMENT LL LIGHT _ TRACK FRAMING PLAN SCALE: Ye " =1' -0" (ELEVATION 9' -6" A.F.F.) NOTES: t) (E) DENOTES EXISTING. (N) DENOTES NEW. III I i I I I I I III I III III I III IIi 111 Ili 11 III I1I II III III III llI „6 1 11 I �� 1 21 I 1 111 1 I I i I III 111 I �” I � � 1 I I 4I 5I 6 Inch LSTcoTT Since 1872'' 9L I I E6 ZI 66 o 6 8 L 9 9 E Z W� II IIIIIIII IIIIIIIII IIIIIII I IIIII II I I IIIIIIII I IIII I IIll l1 11111111 llllll (E) STUD WALL (FULL HEIGHT) (N) SEISMIC PODS (NP. 7 PLACES) SEE C /SKS -4 4 � E) P.C. PANEL TYP. U.N.O.) ( CEILING BY HERS (ELEVATION= (E) HANGING WALL BOTTOM OF WALL ELEVATION =8' -5" AFF) (E) STUD WALL (FULL HEIGHT) 6s‘k P03- 15 C- 0 sr z 0 m C II /I/ ¥p rib it,ka cee mg III p?pa r�c�cn v 0 .... t- y xce C r t al MI •y 0 0 C, 0 C 0 O 0 w z N N I • w 0 N x z 0 y tn 0 0 N! 0 m —4 — 4 N r ✓ i i 0 0 GG Z (N) 1% x12 GA.x2 STRUTS ( B -22SH) (ALIGN WITH LIGHT BELOW) SEE A /SK ATTACHMENT) 1'--0" TYP. -ViTsmarr® Since i872'" U 0 ( E) GIRDER 0" LON 26 "oc. TRACK -3 FOR (E) (E) H AC UNIT (E) HANGING WALL (BOTTOM OF WALL ELEVATION =8' -5" AFF) GIRDER (N) 1% STRUTS (ALIGN • W BELOW) ATTACHM x W II 12 GA.x 10' -0" LON B -22SH) 0 26' "o TH LIGHT TRACK EE A /SKS -3 FOR NT) (E) STUD WALL (FULL HEIGHT) STRUT FRAMING PLAN SCALE: Ve " =7 -p" NOTES: 7) (E) DENOTES EXISTING. (N) DENOTES NEW. Inch I I 1/16 1I I I I I LI I I I I 3I I I I' I 4I I I I � S I � I 1 • 56 bI :i Zb 6L 01. 6 9 L 9 9 I E Z I wo IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III (ELEVATION 28' -9" A.F.F.) 1203 . 15i (N) 1% x12 GA.x 10' -0" LONG STRUTS (B -22SH) 0 26 1 "o.c. (ALIGN WITH LIGHT TRACK BELOW) SEE A /SKS -3 FOR ATTACHMENT) (E) P.C. PANEL (TYP. U.N.O.) (E) STUD WALL (FULL HEIGHT) 0 z d► qA p o = w A pcA -4 • at o • a CA y O p A 4 en 6'1 0 0 ✓ 0 co O 0 I 0 z rn U' N 1 O w 0 N 2 O U, N C x 0 0 In