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HomeMy WebLinkAboutPermit D02-365 - THOMASVILLE HOME FURNISHINGS - STORAGE RACKS % -, City of r llukw 1 a 1909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 - DEVELOPMENT PERMIT Z 1 -w Parcel No.: 2623049110 Permit Number: D02 -365 0e Address: 301 MINKLER BL TUKW Issue Date: 12/23/2002 6 U Suite No: Permit Expires On: 06/21/2003 U O N 0 co 'LI Tenant: Name: THOMASVILLE HOME FURNISHINGS J F- Address: 301 MINKLER BL, TUKWILA WA N 0 . W� Owner: Name: MBK NORTHWEST Phone: Address: 7690 SW MOHAWK ST, TUSALATIN OR 2 d I-- U- _ ' Contact Person: ? i- { Name: MIKE SORENSON Phone: 425 - 255 -0500 EXT 112 1- 0 Z I— i Address: 1100 SW 7 ST, RENTON WA i z0 Contractor: 0 co Name: NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500 0 H Add ress: 1100 S.W. 7TH STEET, RENTON, WA W W Contractor License No: NORTHWH275)F Expiration Date: 10/09/2003 ,I 0 1• DESCRIPTION OF WORK: ill Z INSTALLATION OF 50 BAYS OF PALLET RACK STORAGE. 0 o F . Z Value of Construction: $0.00 Fees Collected: $257.36 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 \ Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N . Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N • Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N t ' ` Moving Oversize Load: N Start Time: End Time: . , i {, Sanitary Side Sewer: N ,„ .° _ /+ . �x Sewer Main Extension: N Private: N Public: N l Storm Drainage: N r, r,% yi ", v Street Use: N .r""�` Water Main Extension: N Private: N Public: N i fs'At'" Water Meter: Wyk» in p Channelization / Striping: ** Continued Next Page * * I* ". 4 . t tr;'4] , WO, doc: Devperm D02 -365 Printed: 12 -23 -2002 '.,:;t t :'L. ' -z • .. .. ..._. ,.,. .. .....: ._.....,..,..... :..,..:.,,.,.. .,- o.•,..:....... ,.. ,. o. .,, ..•.w. y..., vn...,..rawu+vN evnr..• mw- en+. n+nsvN+raarawfae+ti.9T9eki8tk'v a... ant: °n. ,, ti M^ :.. g City of Tukwila ` l i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: l�'if2�� Date: < z � � W I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and Ce 2 ordinances governing this work will be complied with, whether specified herein or not. UO : N 0 . The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws ' 2 regulating construction or the perfo nce of work. I am authorized to sign and obtain this development permit. 1 Signature: Date: cl/) 0 Print Name: /q/Ife-- co N w 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 Z '—; suspended or abandoned for a period of 180 days from the last inspection. O w E--' 0 0 I-- i W W, • U' ■ } W Z : { 0 O Z 11 ' TO ; .' . • Vtilfi . , S tiP4vir��' ,W' b • • ,� ; . , .; , .y am + { doc: Devperm D02 -365 Printed: 12 -23 -2002 i± �•' .. .. .iN . .. .. .rl.;t.da.': 'cY' ..e. i. d. "1 !' .:.. wc.... i/:.! Y.•:., ,L.:,.- t4_ui ....w . ....... ..... s. w,. ....,..... u...,..w... ,..wr r... .., .„ ... u.,... .. .. ..... ... ,.. ..,.. Y/•'1:..:..! J✓.i.,... .D r �r 4.r e- k. 1jf Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , PERMIT CONDITIONS z Parcel No.: 2623049110 Permit Number: D02-365 w � r Address: 301 MINKLER BL TUKW Status: ISSUED QQ D Suite No: Applied Date: 12/10/2002 U UO Tenant: THOMASVILLE HOME FURNISHINGS Issue Date: 12/23/2002 N a ' co i 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N u- 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w O 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any 2 5 construction. These documents are to be maintained and available until final a ins ion approval is granted. pct pp al u.. < 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 w d Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). H w 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be z H construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any E- 0 other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this z L' w code shall be valid. 2 j 6: ** *FIRE DEPARTMENT CONDITIONS * ** U 0 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following N concerns: 8: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. ' U 9: Maintain fire extinguisher coverage throughout. O 10: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 .. Z sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to U 0 any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) i H 11: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or Z 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. 12: 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) 13: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 14: * ** EXITS * ** - UFC Article 12 15: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted 0 . by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 16: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) : . 0 17: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible . yr•, • route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) ( p Y g q Y %' 18: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 -NFPA 13 ; 19: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess .' x- � of 4 feet in width will require installation of sprinklers thereunder. ", 20: 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) `Ft} 21: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila T, , 6 Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212- 80) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and 4yi< +' r` • approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler r• . , •,), y , - 4q doc: Conditions D02 -365 Printed: 12 -23 -2002 M r s E ■ zr. II 1 ...�nww`..�,n...,..,,.,, ..,.....,...,......,,,...,,. •r„ww•w»» ,..,... ..»..... >. �.......,_.,.•.•<...,.,.,...., .,. N..:,nw¢mN•,.Y -, _....,.,,..._. ..............„,...,.,.,.., ri•. ,.,...<.,e,•-Pr.,K,n.w.r;.a -n�. ray; rasp:.i,3r.E"_'iYd:,'a"'�."�d:4 • �. ne City of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 z H #1901) ce 2 23: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) U 24: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 V p CO 25: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require U)i W relocation and /or addition of audible /visual notification devices. i 26: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire 2 U- Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC W 0 1001.3) 2 QQ 27: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC LL 28: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall to d provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC w 110- 16(a), NEC 110- 16(c)) Z 29: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) E- O 30: ** *STORAGE PRACTICES * ** - UFC Article 81 @ 11 W 31: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage ? o above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) 32: To use any building or portion thereof exceeding 500 square feet for the storage of high -piled combustible stock. A w H floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for '= v such permits. (UFC 8101) 33: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space — between loads or at rack uprights shall be maintained. (NFPA 13) U 34: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or F= H combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such O as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC article 2, sec. 209 -H) 35: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) 36: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13) 37: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose stations and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. . 38: Racks designed for high -piled storage must comply with section 2207 of the Uniform Building Code. Please contact the Tukwila Building Department for details pertaining to design and installation standards. 39: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row and -{ multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. 'w 14 (NFPA 231c 4 -3.1) " 40: Any overlooked hazardous condition and /or vioiation of the adopted Fire or Building Codes does not imply approval of such condition or violation. r ..., ,.n�'H .� 41: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at T. - (206)575 -4407. Mt I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances Y. governing this work will be complied with, whether specified herein or not. Conditions D02 -365 Printed: 12 -23 -2002 ;1L.11 1r4, i ?SAYRnC7 +Pri 1NG}+Y rMIfTlm^ +.a x, w ...- .ri.v:u..+..viv.. ......... .. .................... ....:- ........ ......, .,,. .. ..... ... .... ..... .....�. ..,. .. ..... e... ., ar ii�F��f i w r • (!) Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws Z regulating construction or the performa e of work. H. re Lij Signature: Date: (e— 3 /l/ c:9-- 6 ..J 0 NW Print Name: i� C ' T,fe -J ~ N U I D 0 g J W Z Z 0 • n D Q O • N I o F- ' ' W W i 1- H O Z U N . O 1- • 01 ' al Z :a7J ,; K .�. : -L (.. �w .5 L f�n 7'at . , doc: Conditions D02 -365 Printed: 12- 23- 2002 } r . " CITY OF TUI''IVILA FOR STAFF USE ONLY / a t ': = ))64 Permit Center Project Number: ,�: '/ 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 T y . ` `6966 . ' �• (206) 431 -3670 Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Namefrenant: � - ---� Value of Construction: n oioi� fill l e A4 �7;r pi r � s &a, oaf Site Address: /- ClWState /Zi : Tax Parcel Number: 30 ( ,nicCef' ;(q,6)4 ?8 /gam Property Owner: Phone: Street Address: City State /Zip: Fax #: Contractor: iJ / , j f 4/(5 Phq ; . Street Address: City State /Zip: Fax #: //1 � w 7% cs /• 7?4r' , 64+ 91 5� 'Yq- a 1"a e f-' 69r.‘ Architect: Phone: Street Address: City State /Zip: Fax #: Engineer . 0 (i4/ /V Pa CA /' J/ I7 /�t P let Phone: ?l ea " 6 7 �7 Z Q Street Ad ress: City State/ ip: Fax #: = � Z 37&.. L4 C ra��eS7i Alt, � �,,�p - �iao8 � g `� 's`7� X603 CC 2LL/ Contact Person: Phone: "VgA. c..-Co 4 -5'.?-S ` 6g / lam Street Address: City State /Zip: Fax #: • O p / / o , Sw 7'`> Si . asi,"v/ , 6 -4 9,fecs - " tea 4 - e - 6 Q KC u) • w tion of work to be done: ' t_ ~ D escri i p �itS i� f�a 1 � �, �� x � .v,A.� ( �� ba O� u) Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family 41111 Warehouse ❑ Hospital W ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office co d ❑ School /College /University ❑ Other F- _ Z1.- Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family in Warehouse ❑Hospital I--. O ❑ Church ❑ Manufacturing ❑ Motel /Hotel El Office Z 1–. W ❑ School /College /University ❑ Other 2 D U Will there be a change of use? ❑ yes 42' no If yes, extent of change: (Attach additional sheet if necessary) 8 L O H Will there be rack storage? igiS yes ❑ no 2 w l– I- Existing fire protection features: 41 sprinklers CI automatic fire alarm El none CI other (specify) u_ O Z Building Square Feet: I // 4 16 0 existing Area of Construction: (sq. ft.) 70© C2 l co o Will there be storage of flammable /combustible hazardous material in the building? 71 yes ip no O (– Attach list of materials and storage location on se.arate 8 1/2 X 11 •a•erindicating •uantities & Material Safet Data Sheets Z APPLICANT. REQUEST FOR PUBLIC WORKS'SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:;_; : .,:; ;;., , (Additional reviews may be determined by the Public Works Department) , ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Flood Control Zune ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est, quantity: _ gal Schedule: f-;;`■ • ❑ Miscellaneous 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. ` P II . 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. AM, loma I Date application accepted: Date application expires: Application taken by: (initials) )(CO PLEASE SIGN BACK OF APPLICATION FORM t %ma Al f igN vim CTPERMIT.DOC "1 /29/97 � ~, .i •`•N�"�EYifEA.'akr4lMe.x,YI+K nn ..t.s. , , ALL COMMERCIAUMULTl P • V TENANT IMPROVEMENT /AL 'ATION PERMIT APPLIC MU BE SUBMITTED WITH THE POL IN r: )) -ALL DRAWIN,GS 10 BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ',,STI?CTURAL ENGINEER OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ IN Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of w those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change 111 of use only) 11. Location and gross floor area of existing structure with dimensions and setbeick u) o 12. Lowest finished floor elevation (if in flood control zone) w = J 1 3. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9 ). W O Floor plan: show location of tenant space with proposed use of each room labeled Q ❑ O Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. w ❑ AI Vicinity Map showing location of site z ❑ ® Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack w w layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ? rack. Structural calculations are required for rack storage eight feet and over. U u) ❑ ® Indicate proposed construction of tenant space or addition and walls being demolished 0 H ww ❑ al Construction details H U u'O ❑ ® Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of .. z water supply to sprinkler vault with documentation from contractor stating supply line will meet or v exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. z ® ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ SI Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal ANL aft 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 . T • D AGENT: Signature: /°10, - Date /a /6 / *my yob Print name: /2,...-7% 7CQ /`P- t✓I3U/1 vas- =A55 - O5O 2 ' Fax aa 94 Address /St te/Zi ea. Wm Address// 00 W 7 c': A r• / • P _ / 95 - 5 " ',„, CTPERMIT.DOC 1/29/97 neX�t:NSfR1 "st17`SMS!`'54Mi ri�Y.3 q, 5.. xt ?i'i%,�i'" i s +;rotrIAlth Ar n....: . , Ut,W 4Yi " ,mw -r - - 6 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , E re QQ � J V Parcel No.: 2623049110 Permit Number: D02 -365 -J O ' Address: 301 MINKLER BL TUKW Status: PENDING u) 0 { Suite No: Applied Date: 12/10/2002 W = Applicant: THOMASVILLE HOME FURNISHINGS Issue Date: F w 0 2 Receipt No.: R020001715 Payment Amount: 99.61 u. Initials: KAS Payment Date: 12/10/2002 09:36 AM N 0 User ID: 1684 Balance: $157.75 I— w Z �. Zp Payee: MICHAEL SORENSON LLI uj D • U co O . TRANSACTION LIST: 0 H Type Method Description W w Amount u.. ~O . Payment Check 5052 99.61 Z W CO F— I ' O ACCOUNT ITEM LIST: Z Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 99.61 �. Total: 99.61 t uli. frg244 rx 1 t 3286 12/11 9716 TOTAL 99..61 doc: Receipt Printed: 12 -10 -2002 —, .-- • �..cr �'. _ 1 ._ C it of Tukwila v. 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT , 1 Ce 1 Parcel No.: 2623049110 Permit Number: D02 -365 Address: 301 MINKLER BL TUKW Status: APPROVED . CO CI Suite No: Applied Date: 12/10/2002 CO du J = Applicant: THOMASVILLE HOME FURNISHINGS Issue Date: 1— W O" Receipt No.: R020001778 Payment Amount: 157.75 • 2 d.. Q Initials: SKS Payment Date: 12/23/2002 09:15 AM N a User ID: 1165 Balance: $0.00 H W ZH ( tr- O Payee: NOTHWEST HANDLING SYSTEMS, INC du dU • : p . O N TRANSACTION LIST: al-- . . Type Method Description W W ; Amount '= U' I— _ • P P ayment Check 178547 157.75 Z tdl 4 U N' 0 ACCOUNT ITEM LIST: Z Description Account Code Current Pmts BUILDING NONRES 000/322.100 153.25 .. i STATE BUILDING SURCHARGE 000/386.904 4.50 ' • Total: 157.75 • I • • CITY OF TUKWILA • gLF'T I; ' rye _ yt + f'"r ( oCD 1._> 15 =" ;.; 1 CHECK 157.75 1 7 R � I 10 y`: - F 12/24/02 f f { � 'rF y !,.� h' .i i4, r 04:33 0097 3662 ,�,, ., . 3662 12/24 ?710 TOIL .157.75 , , er : 4 doc: Receipt Printed: 12 -23 -2002 `� f '`' is ice--- ....y»!: , •' -fir- r-,-- _ .. .... ,.y+m.w.-.r...... .GraiPMltut+e4rifFGt.H,^9?Ar �O:. c ' i .J r , - vc.r - :` PERMIT NO.: '' 7 - 6 TENANT NAME: ► �O, d ,c W , e, Vlotla BUILDING PERMITS S T_A INSPECTIONS CONDITIONS ' ❑ I Progress Inspection Status egro 10001 No changes will be made to the plans unless approved • ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division . ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit ' I z ❑ 6 Follow -up P insp PP rove P 10005 All ermits, ins records & a d lans available 1.- Z p p ❑ 7 Pre -Move Inspection ❑ 1 0006 All structural concrete shall be special inspected ected W re ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified ❑ 60 WA Ventilation/Indoor AQC inspector U O ❑ 70 NLEA Inspection/Ivlodular Struct ❑ 10008 All high- strength bolting shall be special inspected c o ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected 0 III • ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila J ~ ❑ 90 Resteel Building Division U) ❑ 95 Footing Drains ❑ 1001 1 The special inspector shall submit a final signed report w 0 ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation 2 ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid I J ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment LL. < ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site C d ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have I W ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire ❑ 500 Roof Sheathing Nailing retardant class of roof Z 1-. ❑ 525 Plywood Deck Nailing 4 10019 All construction to be done in conformance ‘v/approved La j ❑ 550 Exterior Wall Sheathing plans ❑ 600 Masonry Chimney 0 co 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project O 00 Framing ❑ 10021 All food preparation establishments must have King Co 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of • W U • ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete 1— H ❑ 801 Wall Insulation ❑ 10024 All spray applied Fireproofing shall be special inspected - p • ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated Iii Z ❑ 803 Glazing Inspection 10026 All structural masonry shall be special inspected 0 W ❑ 815 Lighting and Controls 10027 Validity of Permit F- I • ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 0 ❑ 1000 Interior Wallboard Fastening . ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div • ❑ 1110 Pre -Move Inspection ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ' ❑ 1120 Pre -Demo concrete • 1, ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and . • 1400 Final -Fire compliance with King Cu Health Dept. 1700 Final- Building p 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site • ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit . ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall . • ❑ 4001 Special - Mom/Resist Conc Frame ' ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC • ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces is ❑ 4005 Special -High- Strength Bolting 1 4Z. 4006 Special - Structural Masonry ❑ 1004 Fuel burning appliancesiiiijIli:: ❑ 4007 Spacial -R einf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ ater eater s e an❑ 10043 Appliances. which generate :,' . 10044 W hhall bchored ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof ,, ;,, � , ; • ❑ nc .. "Ahorin new All w construct and substantial ' ,.,:, • ❑ 4 Special-Piling, Piers, Caissons g ❑ 4011 Special- Shotcrete improvement shall be anchored to proven flotation" i,'; ❑ 401 Special- Grading, Excav /Fill ` - ❑ 4013 Special - Retaining Wall ❑ 4014 Special - Panels Plan Reviewer: Date: l ( OZ ' t fkat�:: ❑ 4015 Special-Smoke Control System x�'v. r ,•� t r.. tu .1•. Permit Tech: NA Date: 12' -10.... fr, f , - . r ivoln3 lmstr. aevaataweyw rn. N.,.......a.,w.......r. ,.,,,.....,,.. r,.,r, ,,.,,,, ,, w ,,,,.^,......o,u'+,, ., . . . i r • . z Ix 2 6O INSPECTION RECORD U • Retain a copy with permit '3(0 0 co W INSPE ION NO. PE•MIT N LU = s CITY OF TUKWILA BUILDING DIVISION a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 W Pro•ect: • /l o Type of Inspection: . ?-. { o�ai U/!( 4 i r/ h & I LL. Q A dress: Date Called: l� 1Q/i oiv). g/ . W S ecial Instructions: Date Wanted / a :m: z H Requester z 1 — / ill 11J in Phone No 2 O .3o -- e2 (P7 --227 o 'Approved per applicable codes. J Corrections required prior to approval. 0 H Z W COMMENTS: F' . u ' O ?eV -. ��fP w U T ~O 1•-• z • I ! ok. `T0 �r.JA l .*- . 1 ,a-- { jj „ ,,,,, ; ,-„,,,,...),„ w,,,,,lq - „ , sp t r: Date: ' I cx_i„,-/C. 3 —.ZI —v` ' 4 ti I • • '�•�.� . rill .00 REINSPECTION EE REQUI D . Prior to inspection, fee must be ;` p id at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection.. >, y` eipt No :: • Date: • % x , : ,h %,'.:h 8e.x.kf,k VA nf1.ry`bas;aq. ...,. W.S:.+ . , .- .. \ . . I ) Z , • ¶ xi— F- Z 11J fx 6 .! _1 0 00 w 0 INSPECTION RECORD w u., b0) 3 56 s— w . - 1-- . 3 Retain a copy with permit co u. INSPECTION NO. PERMIT NO. / Ili 0 CITY OF TUKWILA BUILDING DIVISION f2k , 10 4 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 Project: „... 1 Type of Inspection: 1 .--. VVIC U) D 1 hOf S v i Oe r i Act — CY I Address: Date Called: , 301 '\_1-er _ 9 - 3 z ,.... Special Instructions: Date Wanted: a.m. I 0 \-_ 8__ 03 ciri:: z 1- w uj 2 D Requester: D 0 O u) O — Phone No: OF- \ 0 a) .. w ,„ • _ I-- ' proved per applicable codes. Corrections required prior to approval. F- Y- - - Z COMMENTS: 0 LP- (0 q o ALS C o me1-944. GL (3 +0 c2,5” I-- 0 Z [ 0 ---)A-04 S (A Gi- ,)„/ hn-4- s-i- 1, ‘ cr\ c')G(' e_ \IP+ , ' . , ':•144,4 „. ARM insPectorQQQ ----- er j ...r, Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 41 , . • I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .- Receipt No.: Date: . , ft. . Z.2, 13 ■ u' s. ' ■ " ■ ' ‘. • . ,1 1 - ; !-- 4, . ' • .'.. '-- • ' . . - , , _ ,. I • V't 4 14 ' ..4,:,„ar 4i4,, ,,, , r -. - v.. - - , :` 1 \ N.'.-7n. -.. ~ - `Il } r 1 4 w 'f: 1 -7 "7 7 77 7- 7, -7 " -- 7 - 7- r. 7 : 77- ' 7. . 0 ILA 'kV 1 —1 ', ,, •� � ,r, 1 ' Cl of Tukwila Steven M. Mullet, Mayor % . -iii +' : 51 ;', % INS • . � ; Fire Department Thomas P. Keefe, Fire Chief '• 1908 _ - -- z Hw TUKWILA FIRE DEPARTMENT J U FINAL APPROVAL FORM 0 0 co I J Permit No . .1 G',2 5 [ . =' ••� cn wo v_? z w ~_ Project Name / o/ 7 1 ,1 }/ //'c J � I- 0 Z i- Address ,' ?/ / 2? , i \i t Suite # Ili • ui D 0 O N O H Retain_ current�•._inspection. schedule . .. . . ..... • ........ .._. . . . . . 0 • LO Needs shift inspection W u) O (A t2 X o~ Approved without correction notice Z Approved with correction notice issued Sprinklers: �� .. Fire Alarm: D/- Hood & Duct: I ' Halon: "/ Monitor: 4) i 1 Pre -Fire: i' Permits: yy ti YY h ) ‘ '(/,i1,644.k.*L, f / 6 t ?--- 0-hi/d1-- : ,,,,,,,, t, , - Aiiiil"' Authorized Signature Date . h°? ir I FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85►' -9:0 Ce 1 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Idllr,7 r _— — -- - - - --- - - ' r -' . t.{. Z ,F- W CL n .n .. 0 O CO D INSPECTION RECORD 3 6 -� w = i R etain a copy with permit 1 i_ ■ N } INSPECTION NO. PER or o . 40e. CITY OF TUKWILA BUILDING DIVISION i02 ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pg J Project ' 1 Type of Inspecti n: 1 N Address: Date Called: I— Ill ' ZO \ ' \\v\\A•tr \)-'01 ? I Special Instructions: Date Wanted: a.m. Z Off \a. 01:--0- P.m. W D Requester: U O Phone No: � h O N CI H i W W = U J Approved per applicable codes. Corrections required prior to approval. U.. O . I. COMMENTS: j W ` U = \ � '---- �� -\.- S � � 1 aG A 1 � � �- it O Z j . } ? } 1 . t EVi 1 t . rV +mil i 'n ' K ti k N "�i a e Inspector. { Date: i y. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.�.;,•, Receipt No.: Date: tir -m c a � .�S.' r'" I m±. . ,: l , 1,,,ERTA' t urc,_.aiskt34Cat0iwii4.6K.r, ^ ✓fry :r4 1iA„Wts i '\ 1 Z F-• Z Z '. ,-, --" •^- �--, r., ' -- - - 6 1 -I c o }. INSPECTION RECORD .. A W w J INS PEION No. Retain a copy with permit p ER ; F— u. I MI O f Y CITY OF TUKWILA BUILDING DIVISION a. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 Q Pro'ec Type of Inspection: LL Q Y1 Qvtn�SV �'� F' SifiNfal e �l lncn Y a Ad ress: 1 Date Called: I-- _ e W \ 1 h\- \ 'fr `J (o- CO. ? Instructions: t- Special ructions: Date Wanted: a.i i) H- O ► � � W I. uj Requester: ? Q I. )— _ Phone No: � O o N �- % to 7 (70(0- Co Sn- 1 ;�7 to w w 2 El Approved per applicable codes. Corrections required prior to approval. ~ H u. O COMMENTS: t Z \ p • l ; Y-e t r o () l V Psi u i I',�C, 2 °.) a Inc Lis 004' VIA Y■9 - S (A) c o r v\ -e - I . 'J LnIfe -Pr 1UGi 1thA.t4- 6 4-+ . P in ( \ S c) -C rot L S :l,C lEat : :: sg.* A s � Inspector: � � Date: � � t F 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ry ; Receipt No Date: ;a r tia 3 3 I''� J:i�3 i.. 5; .. ., . . • .. .. . ,. .. : , . .. .. ` `;tx k.tiw:nr nihii«5ut.`tair` m+ ux's444:wi4y:5,'.4oi ;4 req; ,, (014 { I I . ' r ,. , EXPIRES /2, 22,03 I By G. GHANIAN DATE 12 -6 -02 • SUBJECT . �CK DESIGN & ENGINEERA,G Co. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957 -2980 FAX:(818)957 -8603 SHEET NO. 1 JOB NO. RD -7417 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: THOMASVILLE HOME FURNISHINGS 301 MINKLER TUKWILA, WA. PER UBC 1997 STORAGE RACKS CAPACITY: 4000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD 7417 Q,0 leatC-C) HECEIVED CITY OF TUKWILA DEC - 9 2002 ,By G. OHANIAN RAC ' DESIGN & ENGINEERING ~0. SHEET NO. 2 DATE 12 -5 -02 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 JOB NO. RD - 7417 SUBJECT TEL:(818)957 -2980 FAX:(818)957 -8603 BEAM 96" t 44" 44 1, 4000 / LEVEL + 25% IMPACT LOAD Z 2200 # / BEAM Z � a. `1 - � � 1 3/4" t 0 to m U O ' N CO w %,--- I B 3 r I =2.24 Wm iv :T. a j i1,, KSI. N Fy 50 g `' IF II 1 2 3 /4" 1 tt / \ . D. r ' M 9 6 "x2.2 K = 26 ? F - i . J. K {. .. r ' 8 I-O WW i FRONT VIEW SIDE VIEW S R 30 K _ .88 <.97 ? p • U A = 5xWxL = .35" < 96 =.53" a 1- 384x1 xE 180 W SEISMIC DESIGN , � _ .. U Li-- H O 2.5xCaxl Z V— W Rx1.4 x W UBC 1997 SEC. 2222 WORKING U N STRESS I-. O 1 =1 Z R =5.6 LONGIT. DIR. (MOM. CONN.) R =4.4 TRANSV. DIR. (BRACED) LONGIT. SEISMIC . Ca =.36 \ W= D.L. +L.L. /2 —_ .18 K 6 "K 1 LOAD PER COLUMN ' .11 K 6 "K 9 -K P= 3x4 =6 K 2 6 K lf t ? r co W=.1 + 2 3.1 L.L. ;,'','I ; ::'� D.L.. ' r 4 1;� K • , ,, ::u a �r f ' ,',: ;, r ' V _ 2.5x.36x3.1 = .36 K - .07 9 i i 'K 7 ; 5.6x 1.4 � �-* 1 11 0 DIR. 1 K '1 fl V = 2.5x.36x3.1 _ .45 j j j j �` a TRAN r .36K � ' 11 _ "' � V' ra fx . 4:,. .1 ,,,,,A,0,:,.„,,z7t1,3. ,,,,,, ,.,..L.;;;:l ,, ,..,..z.:LI...,„,... t -------------Na i ..i........ • •BY G. OHANIAN RAC DESIGN & ENGINEERING 3 DATE 12 -5 -02 3786 LA CRESCENTA AVE., SUITE 204 SHEET NO. GLENDALE, CA. 91208 JOB NO. RD -7417 SUBJECT - TEL:(818)957 -2980 FAX:(818)957 -8603 COLUMN ANALYSIS Z . 3" a KI = 64 = 53 Fe= 7 T = 101 Q I' � �' :: 2 ~ re 1....g = 52 =47 F Ksl J U a n x — —x S =.80 r 1.1 Fn =Fy(1— 4Fe )= 43 U p r =1.2 u) 0 n K CO W t =.o9" 1J r =1.1 Max =Sx •Fb =24 "K Po =Fn xA = 34 W I C0 W Pn K p PO 1 = 18 } COMBINED STRESS RATIO F J tL < P P M 18 + 24 — •79 <1.33 6 K N d o ox 1_ W BASE PLATE 1 iK Z 1-- �, { ANCH. TENSION = 1 1 "K —( 6; , 1 K x3) _ •28 W W ', ANCHOR SHEAR = 36 = •18 to 01 7 3/4 "x5 "x3/8" �) N 1 2 1 0 0 BASE PLATE 0 - (2) WEDGE TYPE ANCHORS W ICBO #4627, OR #1372. (NO INSPECTION REQ'D) ■ — 0 DESIGNED FOR 1/2 STRESS i! !! M LLj Z U RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. 66 Z IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222 -5) • • MOMENT AT BEAM CONNECTION 7/16 "0 RIVET A — .095 Fy = 79 KS1 Va = .095x79x.4 = 3.0 K M1= 1129 = 10 "K 9 "K T g ij pp 1/ • USE 2 PIN CONNECTOR ALL LEVELS TYP. 10 "K o o I 10 K ; ' ,4, /, `` , iiii __ _ I 7/16 " 0 RIVET TH 3/16" 0 0 ___) , TAFx4 ASTM A354 -79 4}iµ'%4:' :, .0- , ,i fg k M 11 2 PIN CONNECTOR „. a, 1 t1r " }, '' Ma 3.0 K x4 " x 1.33 = 16 = K fr,.. ' r , � t1�. CONN. OAP '' 12vRatbi . r i t.::,, ,i ) ee c•rf4 t 0 1 1 ij ,� \ .., , ,. :\ BY .G. OHANIAN RAC DESIGN & ENGINEERINC CO. SHEET NO. 4 DATE 12 -5 -02 3786 LA CRESCENTA AVE., SUITE 204 I GLENDALE, CA. 91208 JOB NO. RD -7417 SUBJECT ' TEL:(818)957 -2980 FAX:(818)957 -8603 TRANSVERSE SEISMIC } (OVERTURNING TOP LEVEL LOADING Z 1 M 45 K " M OT= .15 x192" = 115 "K I•- Z OT = . x C 192 "x.5x1.15 = 199 COL. W rt Ng MR = 3.1 "= 595" MR = 1.1 K x4x48" = 211" J U UO NO UPLIFT J ■ 1 N W WO } LOAD TO DIAGONAL Q F- K 1> LL a P = .45x2 x 5 6 = 1.2 - d COI.. 42 o = W BOTH SIDES TYP. 1/8 1.5 ` I — _ 1 Z 1 KSI , F =50 KSI 1 1/Z.. Z O A =.31 F 11.2 x �? 1 L � I n r =.48 P = 3.5 K r =.o7 j � N Q =.74 SEC. A —A 1 • p F... _ ,. ,) o ;W W L ss I-� g-- 5 nP 1 /8 1.5 Z f CHECK WELDS U N 1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL) Z SEC. B —$ } 3x.125x.707x70x.3 = 5.7 K \ , CHECK SLAB 6000 1 6000 1000 0' a„ = 6 6x144 =864 . 5" CONCRETE SLAB . 2000 PSI. CONC. 1000 PSF. SOIL S =29" ' ..--:-.,Lt--.,, , t��T•r. � M ( 12 ) x 1000 2 x12 2666 f e5; i; ,... r ,,ss kf P 6 5' 8.. S . 12x5 2 = 50 14.5" 14.5" 1 . ,%;Y; . ; { 2s" 2666 = 53 < 1.6 2000 =72 ` L 1.7 , .., - ,,.;da r, --,161 , . - - •,, .\ ...,,, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -365 DATE: 12 -10 -02 PROJECT NAME: Thomasville Home Furnishings - Racks z w SITE ADDRESS: 301 Minkler BI re w . . I _ '1 . , ' ....., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -365 DATE: 12 -10 -02 PROJECT NAME: Thomasville Home Furnishings - Racks z SITE ADDRESS: 301 Minkler BI cc U Original Plan Submittal Response to Incomplete Letter # co p co w , Response to Correction Letter # Revision # After Permit Is Issued .J I- U) u_ w � . DEPARTMENTS: � ? Building Division Fire Prevention Planning Division = d 1 -w Public Works n Structural n Permit Coordinator n ? i 1- O z 1- ww DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-11-02 v p to O Complete n Incomplete n DH Not Applicable n w 'Z U Comments: 1.- h- t'--O Iii U z N Permit Center Use Only O H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: t Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 1-09-03 _ i rfr 1 M 5 Approved n Approved with Conditions Not Approved (attach comments) C iR0 Notation: : EE REVIEWER'S INITIALS: Q f c/o DATE: i?I/7/2 q; ?:i '' Permit Center Use Only # .O ,:,� CORRECTION LETTER MAILED: . d.° Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i'ra - tiw r"�r�,.� Documents/routing slip.doc 2.28 -02 t T " y i • ,...rov. .. r.:. S ^,xr.::W,:V %:': +r rr.. J'.Y.+.vvt. ...::..hf. ..1'lw. naMM•+rwM.. . • »' ... ... ,., A .• :. ... n , u. .. .. ... ... .. .�. ....�.. - ( • • z 1 1Z iNOw lir . �.,.:: -s ...�. -,.... ,...... ... .. .. ... .. ... .. .. 4 W JU DEPARTMENT ()I' LABOR AND INI INDUSTRIES v O co O' J Lii H REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL _ N p w sSt�7�,,r,1 °:il4` �t$GIST41.4'.Sii3EXP . DATE CC01 EINQ$T I275JF 10/09/2003 -' EMIT Si'Ira.ge 44 /•1 U) a z NORTH.I WEST• •HANDLING SYS • INC 1.- H 1100 SW— 7TH ST' z O • RENTON WA 98055 -2939 w uj D0 I•.•:nt.Irgix/9h • O N 0 I- _, _ .. - -_ — — -- I k�nch Aml Display l'rnili -- - ; �._,.__ -- = W . . H LI O . Ili Z UN O z REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE PIca't' Rt'iui'vi• , CCO1 NORTHWH275JF 10/09/2003 ` • EFFECTIVE DATE 04/06/1973 All`I `1��11 • Idoliihumitm NORTH . WEST• HANDLING SYS INC Card Rehm . 1100 SW 7TH ST Placing In • RENTON WA 98055 -2939 Itillh►Id • Issued by DEPARTMENT NT 01 LABOR ANI) 1h11)1 KIN „ , • 1 {. . U: Irrl /gip ?■ c, t t� t'∎t).[ e • - Ci OryinMit. iJ '6 J' Cf) i � i,, e,� hi a) ..,:: :1 N F . � `,', ti ty= -" f j ASTM A354-79 BRACE TO COLUMN CONN. COLUMN SECTION F LE COPY I understand that the Plan Check appro‘ as are subject tc enrcro ar omissions and acprcval of p ?a�_ cices not aut orize the v ,.olatior of any adopted cede or orc.nance. Receict of con - tracto.s copy of arrr3ved plans a.;Knowiedged. 3/4" fY =36 KSi. (ASTM 4 -36) (2; -1/2"z ANCHC R BO: TS PER BASE P,JA.TF 3 1/2" EMB., SEE NOTE NO. 4': By Date Permit No. BASE PLATE DETAIL IYPIRES ,J -.2 -o} BASE PL. & SLAB CONNECTION (79 GENERAL CONFIGURATION C8D / 44' / ,✓ — Tvp 4 TYP. 1 TYP, 6 TYP. 1 NOTES: 1 - DESIGN CF STEEL STORAGE RACKS AS SHCW'N BY THESE CRAWINGS AND CALCUL =• "IONS ARE IN COMG_IANCE WITH THE REQUIR :IM_ -NTS OF THE UNIr.DRM BUILDING CODE 1997 EDITION 2 -STEEL F1R SHAPES FY =55 KSI. ASTM A60'.. -85 CR.55 (EXCEPT AS NCTEC) 3 -ALL WE! DED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR (E 70) X _ECTRGHS' 4- ANCHORS WEDGE TYPE, HILTI KWIK - ICBO #4�27, RAMSEY REDHEAD !CBC *1 ,2 (NO SPECIAL NSPECTION REOL REC) 5- CONCRETE ` A? 5" THICK 2000 PSI. SOIL BE.ARIN(; CAPAC Th 1000 PSF 6- STORAGE 'TAPACITN" 4000 # LEVEL 7 Ai ._ RACK INSTALLATIONS AND RACKS MANuFACTURE'D IN CONFORMITY WITH THIS S'ANDARD SHA'L_ DISPLAY IN CNE OR MORE CONSPICUOUS LOCAT!CNS A PERMANENT PLAGUE EACH NOT �ESS THAN 50 SQUARE ;NC ES IN AREA SHOWING THE MAX MUM PERMISSIBLE UNIT LOAD OF NOTE NO 6 8- STORA'UE RACKS SHALL BE INSTALLED WITH A MAX iMuM TOLERANCE FROM THE VERTICAL OF IN 1D' -0" OF HEIGHT 9 -THE CLEAR SPACE BELOW SPRINK, ERS SHALL BE A M!N∎ML M OF 18 ''ACHES BETWEEN THt TOP OF 'HE STORAGE AND THE CEIL INC SPK,NK!_ER DE ` ECTOR. 10 -RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL UM!N !S DAMAGED. THE REAR COLUMN HAS EXTRA CAPACITY To SUPPORT THE LOAD, (SEC. 2222 -5) 11-HOLE SIZE FOP CONNECTIONS TO BE BO,_T DIAM" R PLUS 1/16 ,NCH, DO N0G RECEIVED :IT• OF TUKWILA DEC - 9 2002 PEFMI1 CENTE! FRONT VIEW SIDE VIEW RACK DESIGN AND ENGINEERING THOMASVILLE HOME FURNISHINGS 301 MINKL LR, TUKwILA, WA t DRAWN BY K-+ JOB NO SHEET NO 44' 6- 54. U D 44x96 44X95 44X96 44X96 44X96 44x96 -1' 2 44X96 44X96 44X96 44X96 44X96 44X96 44 *96 44X96 44X96 44X96 44X96 6' -3' J 44x96 J 44X96 44X96 1 aiX96 1 44X96 1 44X96 , 44X96 44X96 1 44X96 44X96 44X96 ■ 25' 16' -2' 410'-1 1/8.44 16' 44X9 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 44X96 n 8" ROW SPACER (DOUBLE DEEP) 12" ROW SPACER (BACK TO BACK AT COLUMN) 1 44"--4 SIDE VIEW ELEVATIONS PLAN PLAN VIEW NORTH SCALE: 1/16" = 1' -0" 96" BEAM -- FRONT VIEW DEC 1 8 2f 55Z MOW NUMBER PRO/ E EX-IST FAN AND REFLECTED CEILING PLAN STORAGE PROVIDE NEW 200 AMP_ ELECTRICAL SERVICE PANEL - EXACT LOCATION TO BE COORDINATED N FIELD 5/8• GYP. BOARD EA S E RECEIVING 6• x 25 GA MIL. STUDS upti 16• O.C. - PROVIDE GYp_ BOARD ON TOILET RCoM DE. 5/8• GYP. BOARD EA SIDE 3 5/8' x 25 6A. HTL. 6-rtiDS • - PROVIDE WR GYF'_ BOARD ON TOILET ROOM SIDE 4'-0• x 4' -0' WINDOW - 1/4' GLAZING PAINTED HM. FRAME: ALIGN WINDOW HEAD WITH DOOR EAc ..111INIIIIIIMAARRIANNBAN.1NINANGINAWAralINIRAIV4 0 FloOR PLAN SCALE -1/8' • P-0' KEYNOTES — REFLECTED CEILING PLAN LICANT Fr.x1LIEE 5 TO NEN METAL HALIDE NOLL PACK L Gx-iT 11%02 .N°..t.P..T "F....9U5e-DGYFS.rt BOANC T•G t) 2 • 4' SALFACE MANTED 3-11.15E . Arco...ND LENS 0 GAS ROOF. vERFY ilEA'ER SZE AND LOCA'.4 LTT)4 TENANT PROVIDE BLOCK FCR GR.AB E..s'AR AND ETC. AS REai•RED FOR REST ROOM EQUIFt-IENT ALL GYP. B. FOR RESTRO0MS TO ENE 5/8' TYPE GYP. BD. EiNjo A FINISH INTERIOR W/ PRIME COAT AND (2) FIN1SH COATS EPDXY PAINT. B R.,5T ROOM FLOORING. ET • 'NY L FLCORNG C. BASE: (25 6' RIBBER OCvED BASE _ NUNININENNommlaNimmiNfipnamllumpiaNk '11 D. WANSCOT, WHITE FR.' ON ALL WALLS RESTROOM PLAN SCALE 14" • 1,0" • r SITE PLAN 6' x 25 GA TITL. • 16' 0.C. LP TO CEILNG FROv•DE GYP. BD. • STCR4E .SDE 4 5/8" WIR. GYP. D. • REST F.701•1 SIDE. PROVIDE S..1,D BAIT ALL INTE,?:Cz. WALLS _ — 3 5/8• x 25 GA. MTL. STUDS • 16' O.C. UP TO CEILING PROVIDE 5.8' ‘,•=Y-P. D. • STORAGE 5DE EE " LL.R GYP. D. • RES' ROOM 5DE PROVIDE SAND .e4TT • ALL INTEFIcR L'ALLS CLEARANCE CLEARANCE BASE (TYP) 0 RESTROOM ELEVATIONS SCALE- 1/4" • 1,0" KEYNOTES — FLOOR PLAN 4 PATc1-4 EXISTING CONCRETE FLOOR WITH SELF-LEVELING COMPOUND AS REQUIRED TO PROVIDE CLEAN, SMOOTH CONCRETE SURFACE. CONVENIENCE OUTLETS • 18 AFF 12 GALLON WATER HEATER - INSTALL ON CEILING OF TOILET ROCM 4 8' -0' DEEP CANVAS AUNING ON ALUMINUM FRAME 12' WIDE X 20000 LB MECHANICAL KELLEY EDGE • OF DOCK (E0D)DOCKLEVELER DOCK INSTALLER TO VISIT SITE TO FIELD VERIFY EXISTING CONDITIONS TO PROVIDE AF'FROPRIATE CONNECTIONS TO EXISTING CONSTRUCTION AND CONSULT WITH STRUCTURAL ENGINEER IF NECESSARY. TALLATION CC NEW 1.-0* WIDE x 4IGI-4 MANUALLY OPERATED COILING OVERHEAD DOOR x l'-0' SCUD DOOR N PAINTED H11. FRAME. PROVIDE ADA COMPLIANT DOOR LEVER AND HARDWARE APPROPRIATE TO DOOR FUNCTION R.BBER - BASE (TYP) BATHROOM KEYNOTES KEY' • ITEM DESCRIF1ION SANITARY SEAT COVER DISPENSER TOILET TISSUE DISPENSER I-V2' GR43 BARS PAFER -OwEL DISPENSER/ TRASH REC. I. THE CONTROL FOR WATER CLOSET TO BE MOUNTED ON OPEN ROOM SIDE. 2. PROvOE 4t. NSILA, ION WATER arid DRAN L FROvIiDE ADA COMPLIANT ACCESiCRIES 2002 PLANS AND DETAILS MBK NORHTWEST PROJECT NO. DRAWN BY ejn CHECKED BY : DATE SEFTE-ER IC, 7002 REVISION BENNLER STANCE ASSOCIATES ARCHITECTS, P.C. 5000 SW Meadows Rd Suite 430 Lake Oswego, Or. 97035 (503) 670-0234 Fax (503) 670 0235 bsa bsaarch corn A2.1 ANT RE PRODUCTION AND/op Moot, IN ANY •rerru Of THIS CCCUUENT I PROHifin ED WITHOUT THE WRITTEN PERMISSION OE •ENNER STAN SSOCIATES. ARCIRTECI5 P.C.