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HomeMy WebLinkAboutPermit D02-089 - LOWES HARDWARED02 -089 LOWE'S HARDWARE 101 Andover Pk. E. 7 - .- . 4 ...•+H q , . ,, ; C itof Tukwila R�f9� * Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , DEVELOPMENT PERMIT z Parcel No.: 0223000030 Permit Number: D02 -089 ' Address: 101 ANDOVER PK E TUKW Issue Date: 03/26/2003 c Suite No: Permit Expires On: 09/2212003 6 5 .J 0 00 Tenant: w w Name: LOWE'S HARDWARE -J t Address: 101 ANDOVER PK E, TUKWILA WA co u- . w 0. 1 Owner: . Name: SABEY DAVID A Phone: Li . Q. Address: PO BOX 9847, SEATTLE WA co a = w Contact Person: _ z !— Name: CHERYL NICKELL Phone: 909 - 869 -0989 Address: 161 ATLANTIC ST, POMONA CA Z O ? . Contractor: 0 Name: LOWE'S (IN -HOUSE PERSONNEL) Phone: 0 0 O— Address: 101 ANDOVER PK E, TUKWILA, WA 01— . Contractor License No: Expiration Date: = W (— DESCRIPTION OF WORK: LL' O INSTALLATION OF STORAGE RACKS IN AN EXISTING LOWE'S RETAIL STORE iii Z — I O~ z :. Value of Construction: $0.00 Fees Collected: $1,066.69 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 ' Type of Construction: RACKS Occupancy per UBC: 0023 F 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 Moving Oversize Load: N Start Time: End Time: - cG Sanitary Side Sewer: N ` Sewer Main Extension: N Private: N Public: N ; Storm Drainage: N , ; % f t Street Use: N ? -.; : Water Main Extension: N Private: N Public: N f "k Water Meter: • lit, ' Channelization / Striping: tt s;r 1, ** Continued Next Page ** ti ''y�` ' 1 �r sit doc: Devperm D02 -089 Printed: 03 -26 -2003 Er .. ...': .. .:. \w.. ._ ,. .. ,!! .. ,.. N..:.z;af:s'+ :.; ^s'; r +i:,.l,:x..hss:tty,a ,:.,RwY,.1'„L:K.>r,6 i' v/..'Y''1@x.4t ,'r_.. ,r. .a...�,c :,a •Ytx raY. n, anx: vbcr.....+. ecw< +.N.v.:yr.. t•!.hM^.16 t: :tk'I+2'k4U7�dnJ}` • C it of Tukwila Y Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • Permit Center Authorized Signature : �� .. e .1---1 — Date: "G d3 Q • re 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. 6 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws . c o regulating con,.?truction or the performance of work. I am authorized to sign and obtain this development permit. w w Sign ure: r� Date Z0:3 — u j O Print Name: " JZ , l e: Jt < tL ? • 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 w suspended or abandoned for a period of 180 days from the last inspection. Z w Q • 0- CI ff l w w . t F=– U U. F6 U = 0 z Lgaj tla f iM1 -- 5 4tV f 5 ,t T + sv t " EVA doc: Devperm D02 -089 Printed: 03-26-2003 ....... .. .... ....... »»,,..rw»wre;:_ , ��M?:yitrl � 1 fi¢a '' " �,wtiu • .� C ity of Tukwila " Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 0223000030 Permit Number: D02-089 w Address: 101 ANDOVER PK E TUKW Status: ISSUED ce 2 Suite No: Applied Date: 04/08/2002 6 U Tenant: LOWE'S HARDWARE Issue Date: 03/26/2003 U 0 co co J i 1: ** *BUILDING DEPARTMENT CONDITIONS * ** , (/) O 2 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. — • J Q 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any N construction. These documents are to be maintained and available until final inspection approval is granted. _ z �. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 1-- 0 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). w ~ 2 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be U 0 construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any 0 H other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this — code shall be valid. = U H- 6: ** *FIRE DEPARTMENT CONDITIONS * ** v_ O Z 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following U concerns: p z 8: Maintain fire extinguisher coverage throughout. 9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 11: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted 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) 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: 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 i Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal *^_'. ; s. to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 14: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance =41, #1900 and #1901) ') , y: gy p -• 15: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) doc: Conditions D02 -089 Printed: 03 -26 -2003 � k .,,,r };�,.r.; �._ .a ..... .. .. ........ . .,•;.::,... a •mrv......, ...:..,. .. ..... . 7 • 1 �: � City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: The critical storage height for high -piled combustible stock in closely packed piles is 12 feet. (UFC 9.110) Storage above 12 feet may necessitate increasing the sprinkler density to extra hazard and adding smoke removal capabilities. (UFC 8101) (NFPA 231) 17: In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space ' W between loads or at rack uprights shall be maintained. (NFPA 13) 6 5 J U 18: Maintain minimum 6" longitudinal flue space between back to back racks. (NFPA 13) N p co In 19: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following -J H methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall N LL. sprinklers at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila . w 0 Fire Prevention Bureau. (NFPA 13) J 20: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed C description of intended use. _ a � w 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of ? F such condition or violation. Z 0 22: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. UO w O 1- w • w t- I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. v co 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 performance of work. Signat e: Date. I Print Name: i 77,4/45./t 5 i .r'r' >� a�p• 'a u tUla r ei doc: Conditions D02 -089 Printed: 03 -26 -2003 " w4 s y Y F r "W LA I ; r51s 0 . o Permit C TU Project Nut. k ` '∎∎ . . 6300 Southccntcr Blvd., Suite 100 0111- ma Tukwila, WA 98188 Permit Number: _ (206) 431 -3670 Commerc / 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 Name/Tenant: LO V v c l l D o I o 4tigenstruction: Site (}{iclude iuue;,umber � r _ Ea 5 City State/Zip: Tax Parcel Number: 11)1 oo o \ Property Owner: V Phone: Street Address: City State /Zip: Fax #: Contractor: ltd j r Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer t F (2-freerL 56 i L p yi64 iel 024 P hone : 70c7 • v..99 '(_% Stree Add s : it tate/ ..: F i1 Z ! iv / . INN , . III ICI • • (0 /� • ' ► 0 ° i z !Contact Person• Pl ione• H W l�i 1 1�1l C c o q • ��o� Oq 2 P. Street /Le I � .� 51-, P127770>'lt:2 V/e1: #: qn_t •g��.0 1 U ( J U V UO Descrip of work t be done (please b spe 'f ): 1 �� �P V �r� '� �/ j � J ' Lu W ce, • 1 rnSka I t o l o r G GiC S /� J ,_ two i / st re. • co Li . E xisting use: 1 Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital al- Church ❑ Manufacturin g ❑ Motel /Hotel ❑ Office IL Q ❑ School /College/University ❑ Other = O Proposed use: ■ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital Z H i n Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z 0 ❑ School /College/University in Other W Building Square Feet: existing No. of Stories: Area of construction (sq ft): U Ci CO Will there be a change of use? ❑ yes no no If yes, extent of change: (Attach additional sheet if necessary) OH W W 2 Will there be rack storage? yes ❑ no H H u- O Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify) aj Z tJ O) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety ata Sheets Z APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: I (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling , ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water meter /Exempt #i: Size(s): 0 Deduc. Water ^only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp if Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Moms 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. ■ 1 �' 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. f_; , r Date application accepted: Date application expires: Applicati 3 ak by: (initials) (yz. ( - o2 ,q : r i PLEASE SIGN BACK OF APPLICATION FORM ma, vi . 11/30/00 crperniir.(luc r 1 1 ,.7 �i DASMSs1tFH as x ri �v : a. z . ;ror.� + evslt+ f v Nn.r �, ,, ,., a.> ,, ,..., ... . Y ;. , . M.:,. ,..•,x. • . - 1 APPLIe• T!• , `MUST BE SUBMITTED WITH TH \' LLOWING: > ALL DRAWINGS TO E STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL 'Y R,P NGINEER b 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 • ., ❑ 0 Metro: , Norl Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures .� • (Form- H-1P3): 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 those, Z 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 of use t— Z only) � 2 11. Location and gross floor area of existing structure with dimensions and setback J U 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). � W ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w F (/) u. ❑ in Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w O any hazardous materials; dimensions of proposed tenant space. 5 ❑ ❑ Vicinity Map showing location of site w d ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, w g g g g e g, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of O rack. Structural calculations are required for rack storage eight feet and over. a t— ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 2 U 0 U ❑ Construction details o ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water • U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed w O sprinkler system design criteria as identified by the Fire Department. .. Z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. — H O ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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 r:�i: of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will =t ; be required as part of this submittal Aravima 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. asat BUILDING OWNER OR AUTHORIZED AGENT: Also Signature: Date: P Print name: Phone: Fax it: Address City /State /Zip g m. 11/30/00 aperwiI.duc !' .. .•io-Lh.. .s: .. r., ; .,'3.;: c +.r,6._,. ., ar .... ., _,..;,;. ,v,.>.., ., w +.i :.rr;: ae,wNC( . w r.nwew ..e ... ..... ... ,. . : �.;n. a�\\r R�xxw,\rtreun,mm•,�.ar\ � r , ` ,_, ; , /' • •1/44 04RA. Nti) ...4-* C ity of T ukwlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT w ill Parcel No.: 0223000030 Permit Number: D02 -089 U O Address: 101 ANDOVER PK E TUKW Status: PENDING w im = { S No: Applied Date: 04/08/2002 Applicant: LOWES #0010 Issue Date: to � . . w o 2 ' :, r , r Y #'t�c,,'�'s.i'?' y,yr� ,.a ■ L. ., a :)4 , ) ::IT I. ,■ TOPA. ; ;., doc: Receipt Printed: 04 -08- 2002 :;. t ■ 7 - .- , ,r , ., 1 / 6 * 41 04 4 :1A, i 1th — L 190 City of Tukwila 8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT z z Parcel No.: 0223000030 Permit Number: D02 -089 6 g Address: 101 ANDOVER PK E TUKW Status: APPROVED v p Suite No: Applied Date: 04/08/2002 co 0 Applicant: LOWE'S HARDWARE Issue Date: w = U 1` ) O w - Receipt No.: R03 -00398 Payment Amount: 648.25 • u_ Initials: SKS Payment Date: 03/26/2003 04:41 PM ! a User ID: 1165 Balance: $0.00 _ . z 1-O W Payee: TIM MCCALESTER 2 n . D 0 co TRANSACTION LIST: '0 H • • Type Method Description Amount Ill W 1- U Payment Cash 648.25 9-' Q U 1— H O ACCOUNT ITEM LIST: z Description Account Code Current Pmts BUILDING - NONRES 000/322.100 643.75 . 1 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 648.25 . I �Y. '} 3., x t. „ Yltt i i "r « ;I A . { pp #vY.V doc Receipt i 04;1 o3i .•7 .� Printed: 03 -26 -2003 4 �.. j ..,i .. " }.. .Ai .!. J.:....:,; L:.:. t - YaLVi. ?iRiY.X! 'N!kF1T.Y.'%IWF. hlYro-.•xeaP.Vni...tYa..�n. ... v+., rwrv...•" +M.- ... s ... • , PERMIT NO.: Do 05 TENANT NAME: L0k).c -- " Rat, \- BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status '.10001 No changes %vill 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 Z ❑ 4 OK to Occupy ❑ 10003 Electrical permits obtained through L & I ❑ 5 Remove Stop Work Order ❑ 10004 All mechanical work shall be under separate permit ' - H Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available W ' ❑ 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected QQ 5 ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J 0 ❑ 60 WA Ventilation/Indoor AQC inspector 0 0 ❑ 70 NLEA inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected ( W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected W = ❑ 7/ Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila -J 1- ❑ 90 Rested Building Division. ❑ 95 Footing Drains ❑ 1001 I The special inspector shall submit a final signed report ' W ` ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and tight fixture installation ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid W Q ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment Cl) ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site = CY ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have 1. W [3 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I- ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying tire I- O ❑ 500 Roof Sheathing Nailing ›i( retardant class of roof Z I- ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved 2 ❑ 550 E Wall Sheathing plans D 0 ❑ 600 Masonry Chimney O W ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 I .,, 700 Framing ❑ 10021 All food preparation establishments must have King Co W W ' 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of H 0 ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete W F- ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected — 0 ■ 802 Exterior Root Insulation ❑ 10025 All wood to remain in placed concrete shall be treated li! ❑ 803 Glazing Inspection 10026 All structural masonry shall be special inspected 0 = ❑ 815 Lighting and Controls .g 10027 Validity of Permit ~O ❑ 900 Suspended Ceiling 10028 Rack storage requires separate permit Z ❑ 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 , ❑ I 1 I5 Motor Inspection 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and , ❑ 1400 Final -Fire compliance with King Co Health Dept. , 19 00 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 00 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 he in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces k ilip ❑ 4005 Special- High - Strength Bolting - appliances s 'c ; - ❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning pP liances . , �, _4 , , 4007 S G Concrete ❑ 10043 Appliances, which generate ' ira'' ❑ Special-Reinf Gypsum ❑ 4008 Special- Insulating Conc Fill ❑ 10044 Water heater shall be anchored ' ' IA i `' '� ❑ 10045 Reroof ��{��� ❑ 4009 Special -Spray Fireproofing k „r 0 4010 Special-Piling, Piers, Caissons ❑ "Anchoring - All new construct and substantial 'ti* ❑ 4011 Special- Shotcrete improvement shall be anchored t prevent flotation' r x: ❑ 4012 Special- Grading, Excav /Fill r �/J f e ,:' r ❑ 4013 Special - Retaining Wall De- `` � •, Plan Reviewer: Date: ❑ 4014 Special - Panels i . ❑ 4015 Special -Smoke Control System Permit Tech: � Date: -242 ' 0 t A•1 :Az.ego 4MRYYT ,+dmww�wv,unxrw:- unccxxvmev NtrwnMa+ wwn,. •»...:, «w,...yyr,.c,rw..wua.w�9 y "S:r:f'H..'k'}.`'4hi . z Q ,1— rZ A /W �L 5 u) 111 INSPECTION RECORD -. i LL R a copy with permit I O ' l • INSPECTION NO. PER O • LU 0 CITY OF TUKWILA BUILDING DIVISION g 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u. Q Pr ect: Type of I spection: N d j J fxuekS �/ / r xil - fro 41 t_ s Address: Date Called: Z l-- a sp 0/ ,4ii -vcK /9 , 3 1 3 ( ) 0 ? z 0 ecial Instructions: Date Wane a.m. W � 3 W Requester. U D CI N I{y O— Phone No: 0 E— ' ,-,9 o2 - X 43 - ,5 - I 70 W U `hL I Approved per applicable codes. El Corrections required prior to approval. u' Z F ' '' COMMENTS: t \t-)(2.\......-A.C1‘5.,„,.,cQ,:ap 0 i Wc. 7 , ---- . ,.. Lt -',.- l'' - - tit , 4 .. . i fitt i 7 t 1 i Nli f I lk ector: Da te: 1 � / � E 47.00 REINSPECTIO FEE REQUIRE Prior to inspection, fee must be ez,,,, } paid at 6300 Southcen er Blvd., Suite 1 0. Call to schedule reinspection. i ? • eceipt No.: Date: PI4it.k .,:Ft . ._.... , _ , j s ., , .. '. . ,. _ _ _. _ .I t., ,.t ti,..4.44,,,,dl'. S _ :41. hrl_aiN . 9.'Sfe l ' ii .e`.b;.'r34ieA.l f ' ° \ 1 _ r , — .---r ■ 4 - !ri.'; , i , * 71j, tZt' , .Eli:-...4?"e s .; , EV',.r.r i i"•Ti :: tkrar.;:1404Wil,743=-7V;041glitrpVO4 SFy , -.P,s.- 4,1'7.7= ........- ..:..0...5..,, City of Tukwila Steven M. Mullet, Mayor i J i Ye), ti igfg 1 0 ' i ; ts1%. ogi-- i 0 • ti, ti \ illa I f Fire Department C Y . - Thomas P. Keefe, Fire Chief • „*''. ................. '''. 0 i 1908 . - --- z < , i 1-- w W TUKWILA FIRE DEPARTMENT n _1 0 FINAL APPROVAL FORM 00 co 0 (J) w W I ...I I-. Permit No. ,_ J-' co u_ . w 0 . 5 u. < I I- W • I Z Proj ect Name /.. otAle 5 i- 0 . Address / 01 A. v? (Ix) ef Pk, / Suite # W w 2 m D 0 ) u) 0 -- O I- W Retain current • inspection schedule —. . _ . ..., ____... . ._ . i w 0 • i- Needs shift inspection u_ g Lu z O u) — I ,. V/ 0 Approved without correction notice Z Approved with correction notice issued . ' Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: . Permits: / , iir;i,4 ,, A , ( 01 0 ,1141/a4--,e CO 3b/Z , 3 ..) Authorized Signature Date PAW( FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 ... ommai! ,.. ric 4-0,14. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 CAI• , . , _ 'I - - ...,- , . z, . / N 'o Z < . . 1.- z tu X 2 i.7 .. , . - - --:------------------, 6 = 00 . INSPECTION RECORD iir/e U) 0 .., ...---- 60.2 ' (0 W UJ i Retain a copy with permit 1 # ....1 !— , INSPECTION NO. PERMIT NO. co u_ CITY OF TUKWILA BUILDING DIVISION ... %, . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 2 g n . Project' Type of Inspection: u_ < e /."---/.fil./2.,- CO D — 0 Address: Date Called: , I /()/ /- %.9-.026-e3 I- w Z 1.- Special Instructions: Date Wanted: 1 - 0 , e ,p z I- ;. Requester: UJ W n 7/%77 D 0 '• 0 U) Phone No: 0 " — . . & ■I' 0 I— CI .... i ... ) C LI,J u j — I o 'Approved per applicable codes. Corrections required prior to approval. I- COMMENTS: _., Z ,r w — . 0 cf) 0 a ,\ ,.11 A. 4"../-e.A2 P. I 0 1- _C.-vvt A- mo_1(5-A. i.....,.- . . . z . , . r• • . ........ ...,- ft - t -r a# • .gra. ._ .... . I r - 1 ‘.. WNW - r IP ..-Le-N i A.--.......o t ' . 4 fli rit i . ■ : ;A: . T. i • iit ,i .; • ''....."),... ,". In •ec •r: `I Date: 0.-vvii.A. 1V.„ e* . , j A , ril $4700 REINSPE ON FEE REQUIRE Prior to inspection, fee must be i paid at 6300 South enter Blvd., Suite 00. Call to schedule reinspection. 1 7 ceipt No.: Date: • , t , Int P'.. e .■ 4 qtsiatv..;! . V■kil/AiNA Cict4i - 4 . 11% / • Z h=- 1-. now W INSPECTION. RECORD T w w z Retain -a .cop with permit ��'� y co u~ Y . t INSPECTION NO. .� • PERMIT NO. . W 0 3 • ..�, - t f , . ........... _ ,.....„ . • ._ .. . • . , , . . • . , . . . .. . . ., . . . . . --ke. . . . . . .. . . . . . . . , .. . . . . • • . _ ._ , . . . _ . . .... , . . . , , . . „,.......,., ,,,,,: . .. , . • . , . . .. . . . . . , . , . . • . . . . • . , . . . . . . k. . . . . •• .. . . . . . _ . ,. . . • . .. . • . . . f . . , • • • .. F . • r .. L H r . ,' . 2 • ' j i r iu - ' '°� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ' ` . '" THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 1 - `.. - • y 4 , 4 T: -{ `, 4 y, X • . 'la . NN � ',7 74" 1 j ' I Y+ ' I ' ~ • W ' Xc: Robert Benedicto, Building Official , } - ?l - T , - ; `A k „, : {" , • ry "° Permit File No. D02-089 i4f ,„ • r, xJ � 7 , 1'' - k ; r _ p , ., . Y F t, `$ " z' 1: v h j Z k + ? "dvr> kr � �t a � 7 �.k,' e.i, � + . { . ;' ..ti , r - , e - At•.%: ; � r T` £ . � �y4 i PA lr 5'ire S A` �/. '`' <`€° *,,p, „ // � t, . ; / '' r � ` . t fi t , r . 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S t Y H r S t P>i.S �'�y! +h" k f 7 ` 'v',� , •1` 1 6300 Sot., ; "� w? ; , " ti J %it\ '' ;� e'll ?l'` .' ,`* r ashington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 � j ... .. 4..•...- .•.,,J.G. +a ...:......:......... . .:.... .,. '- 'MM 'nHx. .,.m ,.....:.,w ,•.. w w,n:..:.'nn.` .,�..,'....u.,l.. w ' .,......_.. .. .......... ... . • • • SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 STORAGE RACKS S EEL SHELVING SEISMIC ANALYSIS ALASKA INDIANA OHIO DRIVE•INRACKS MOVABLE SHELVING STRUCTURAL DESIGN ARIZONA KANSAS OKLAI -IOMA CANTILEVER RACKS STORAGE TANKS CITY APPROVALS CALIFORNIA MICI•IIGAN OREGON MEZZANINES MODULAR OFFICES STATE APPROVALS COLORADO MINNESOTA PENNSYLVANIA . CONVEYORS GONDOLAS PRODUCT' TBSTING CONNECTICUT MISSOURI TEXAS Z CAROUSELS BOOKSI'ACKS FIELD INSPECTION GEORGIA MONTANA UTAH PUSHBACKRACKS FLOW RACKS SPECIAL FABRICATION IDAHO NEVADA VIRGINIA RACK BUILD ,NGS FOOTINGS PERMITTING SERVICES U i.INOIS NEW MEXICO WASHINGTON 1... I WISCONSIN oc J CITY OF TUKWILA 0 o APPROVED w = F- .. J F ILE COPY APR 2 0 W o • 1 f understand that the Plan Check approvals are , FF , J ♦♦} ( of �i� i4u i . • -. -.cf. l0 r. l•C, :YI 1T�ii;. Il i`. ■;Ylij !ZI!' ll`I oI — g i y :ir, I . ` " ,"v.N.W£;.1..'- :+';��!_',1 "+ '; n•� JILDtR:C3 Li,Ti O-,`.4 N D \\ • „;:,;gig` \ \ . SEISMIC ANALYSIS OF } � * 1— f: ,rtr, `ti. 2 I } \ \\ k ' s SELECTIVE RACK ` "�`'• :, : ?, \ Z j • ‘\‘' FOR FOR ' - :.:'',-s.`: , .....›. w w LOWE'S ##0010 o 101 ANDOVER PARK EAST w w TUKWILA, WA. H V , }`:•' +.•: '". A;r :ipr ^ }!Y +:!'l, +•i •:: : • Q , A : :• :(,. •,.:: z),: : . ;v; . ?: :.. ,,..: { :. ; • { . • vr. i : r: ' ::i *::,,: :,.: .':, + .':» : : •rr : , ;.:: } . 11. } ir•::::'H•}• -0 i: ' : . y / sp y:;! r f .i { ,. g v. v,. }D: �. r..!' :+i':i • ��� .... . . ... , r. , v:. ... v .. F » ... v.,:+ In .. . ....vJ, . .. ...,. .,r .h.. r. vrl , .. ,rr, .. r. f.. ✓.. f.. r.. r.. , ,v. ./. ,... .. r... l/. •• ••:: ••:.+ ' .1,. . r. r , /!.. . l.rr f/. . . . ..r . r � .. i.. r .C .,}:.. r 1,5.+ • rf ;• r '. :$y ' : ri,....,'•>5 ..}r -':�' • rr'•i�`'' iYf/ f /f•: � : rJ//.•;'.. o;r,}. r.,.:.? y,. s:r?•}• r.•.: r>:r.}::! + },. +�.: +•, rr,.rl. i +. .��•/ /rr r. f: r •n'yrr::. /rv+,r:•::::•'SSf.•:;: •r..•i.vri�i i!•: .. ri�Sf� : +.•l.•r%„ <�rf �4r /i.,1:•r ffrr /•. ,'�%�••!U% /// ::. >. 0 APP BY 4 0 � yQ1 >y v °� :Z z p l �; ti �J r �• � r Y �c ; :�. �' y xr -• I : \\ 1, 1 `. \� \\ f \` *:} :.:•,..;� IOW ' ice \a \� "" • \.; ` \':ii%S>.: R te : S i 1)::0. r ,r"- \ -, • • �\ --- -- - 2004 RECEIVED CITY i R I KW ��� 1 ,,; A PR OF 2 TU 4 2002 ILA t , � }�;��`�� ; INCOMPLETE E i : .T R # PERMIT CE NTEP Y{}yy` .11 ( ry i. { i ,r Ict 1 � ,'' I Scf .`5�:.�r, 161 ATLANTIC STREET • POMONA • CA 91768 • TEL : (909)869 -0989 • FAX : (909)869 -0981 . -- , .. ..... •,.., ,,, ..r , {,a.xa a52'ti _l.�ei:l:fJ`S>SY�J+:�'ii .'ti:rd.,£vd•buN:yge}�¢. . ,.. - ...,..,, .,....,, ... ' - - - - -- - - .- .. - , - - , r""y r PROJECT LOWE'S • SEIZMI . • LOWE'S L + INC. FOR 2 SHEET N0, OF Z3 MATERIAL HANDLING ENGINEERING • C ALCULATED BY �O2 S • D ATE 2"z7 'o2-- TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 9176a . • • TABLE OF CONTENTS • Z . DESCR IPTION • • • PAGE # • W 2 COVER SHEET 1 6 8 • TABLE OF CONTENTS 2 N o • SCOPE . . 2 PARAMETERS 3 . CO o . ;, . a . CONFIGURATIONS • 4 - 7 2 • • COMPONENTS .& SPECS. • 8- 14 • i a LOADS AND DISTRIBUTION • 15 1-- _ • LO NGITUDINAL ANALYSIS 16 z o • COLUMN 17 w • mo o . BEAM 18 o w BEAM TO COLUMN 19 = W` BRACING 20 �-- o ' OVERTURNING • • . 21 • • w z U_ BASE PLATE • 22 o i . . SLAB & SOIL 23 . Z CANTILEVER RACK ANALYSIS .. 24-37 . • ' SCOPE: THIS ANALYSIS OF THE STORAGE SYSTEM IS TO DETERMINE ITS COMPLIANCE WITH THE APPROPRIATE BUILDING CODES WITH RESPECT TO STATIC AND SEISMIC FORCES. THE STORAGE RACKS ARE PREFABRICATED AND ARE TO BE FIELD ASSEMBLED ONLY, WITHOUT ANY FIELD WELDING. . • . S: . . • i . - i - - ••••.- h:‘ g;11:'L:t w ar .. t r 0 tel s e Y., , g le r Y a,.r ,. d �C'N tY i.- 3.+tN%'ki; »wA r y � u �y= ,; »w, ` xt{t fP:.'� :sr: 1;eY of7 h!s Kxi! • 7et?1�;sw�x4+, x:.i=irr . ■ -- • ., , � M :::°' JE LOWS INC. LOWE'S • 'SHEET NO. 3 OF 2-1 MATERIAL HANDLING ENGINEERING 0o� S • DATE Z — Z7 — z - TEL: (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY 161 ATLANTIC STREET • POMONA • CA 91768 i %> 11 x • . . • 4 1. COLUMN. • 2. BEAM. TRIBUTARY AREA -, 3, BEAM TO COLUMN. i? ' .' f 4. BASE PLATE. �. V 5. HORIZONTAL BRACING. til 6. DIAGONAL BRACING. 1 + 7. BACK CONNECTOR. TRANSVERSE ,, " LONGITUDINAL , ., 3= . . TOP VIEW :_ a..ya:y; .e'vas+rwrs y..+..*.n+.•rw e.rlewx rnvwt±nrnenwra »::Mhlde•HM• dY.3+Ct'i+tk; At? Nt4>:' FSSFrc.. « „.. n.. „..,,... ><.0 .ra.+...wM VY�h -. . .tiw. f ���� ^CUS�..n; .*::.�ic�:..e•rw�.,.,; -.,i. ,��A l`Yf ,r.r%:rydar M '.vkM.Mrwe. >e. ''• '.. ^ +1S +C"..d1'.T�' 1R ... o.v su.v.. 4r +,..r.r. ..r a. ... .� t i - - _ - . �_ ' , - , ' I SEIZMIC PROJECT LOWE'S s . 4 INC. FOR LOWE'S , .. 'SHEET NO. 4 OF z• MATERIAL HANDLING ENGINEERING i TEL: (909)869 -0989 • FAX: (90$)869 -Q981 CALCULATED BY $ • DATE ? - 2 - 7 - ° . - 2 161 ATLANTIC STREET • POMONA • CA 81768 CONFIGURATIONS ' TYPE 1 0 z .mo / T - 6,000 lb. ,_ ' - 0 „ U D 4 4,600 lb. N ..„... 5 ,. . • W Z 3 _II_ 5 . co 4" . O • 192" 2,000 lb. - / • 1 :, •• > . • t . . )5:__ '14Y���)'ti' i I L , - - 102" o` 42u 4 fl. 3 e iAtate: cm • Js7;'S' i . • . 7,t ; y i' • • . • . . . _. ,....,.- ......._. _ _ .. . .., ,_....w ...n ,,,,,,.., . r „per,,cgy; n; . rc,} Ar,{} 1N; ,1:ir,.1`r'iir.::r,^V4'.ia, SEIZMIC PROJECT LOWE6 FOR LOWE'S INC. . SHEET NO. 5 OF Z3 MATERIAL HANDLING ENGINEERING C A L CULATED BY • �o�S DATE - �3 - TEL: (909)869 -0989 • FAX: (909)869 -0981 - 161 ATLANTIC STREET • POMONA • CA 91768 , CONFIGURATIONS • • TYPE3 Z z 3,500 Ib. • 3 UQ • 3,500 lb. 5" . • "r--- 5 w = . 3,000 lb. . w O 4 4 2 } • u 1— 192 48 " ,e.__ j • 3,000 Ib. 5 1, W 4 11 3 Z� } • 1,000 lb. 2 • I-- O )4.i" 1,000 lb. j j Q . 1 v IL 97" fi 28 "•mo4' 28" - = U u. Z TYPE4 • (.) c12 0- ' • o / 1,500 Ib, Z • j::_ 1,500 lb. 4 • • . 9611 . 192" 1,f0"._ • . • i . 1,0 i • 1, 11 2 . 740 y; 1 .�-- : 148 " -- -1 fi 42" 4- !F ti wait X.pcNr �i .• • � Y • 1 -- -- - _, NN I . '- • • . i1C LOWE'S PRO JECT s INC. F LOWE'S • SHEET NO. 6 0F . 3 - MATERIAL HANDLING ENGINEERING C ALCULATED BY �S o6'�'� i DATE 2 '7 TEL: (909)869 -0989 • FAX (909)869 -0981 - 161 ATLANTIC STREET • POMONA • CA 91768 . CONAGURAT1ONS Q • TYPE 5 • _ . 6,500 lb. _ _ _ - W D ./ di 3 0 36„ W = J 1.. / 6 ,500 lb. )1e2,"___ (/) LL ' 2 . W O 2 J 144" 54° 2„ „ w d = W 6,500 lb. z H . 1 z� TN 2 .. ? • .p ILI N: . ,, / ._ ,.... , • W — tt ,, F- U , 102” fi 42" -' 42" 9--. E- di TYPE 6 o I •. z • _ 4,000 lb. _ - _ r . 7 2 , 4 • • , \ • A— .' 2,000 lb. _ . . . . . . _..,, t_ 1 1 • • 144" 2" / . 9 6" -. • 21t Aj+ • ;b. --- 1 02 "- -� fi• 42" #1' A ; , w z a: • . fir; �I ,� ?`.. X wa t.. W rrr +ra:r._•.••v kanr•7ft2t."�r. �R:. ••,�:•n.r.n s•,. _ -., ,., , , .v.me., y,.. ,.. ,......... ,...,.,,...w�». . h. 7wx. si3: e7�.• cYaiL' n';+:;? h.+ .N%J"4t!!tl9'Vp•N4:rrytY•�'!'�rS • t LOWE'S SEIZMIC PROJECT • .n INC. • • FOR LOWE'S SHEET NO.. 7 • OF Z3 • MATER IAL HANDLING ENGINEERING CALCULATED BYE S DATE 2-2 • TEL: (909)369-0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 CONFIGURATIONS ' • z . • TYPE ? �Z • ,{ _ 3,500 lb. _ � _ _ _ _ . r4 2: : . I 5 t) —J 4" U O 3,500 lb. 12n W . 4 J I L W O 1 f r 144 3,000 lb. 2 „ u. • 3 � 1,000 lb, i 4," 2 Z O / \ • 1,000 lb. 2 j Dp yern 1 N • " V O • • -- 102" 28"-46/'- 28"4 = v • . iii U w . • O F • • z ■ • • , i 1 • . i ' • %;0 • i - � . ,,, . • • . . . . . , ,......„),,,„ . . . • : .ig,• . . . . . . . . , ;. {;+:. , • .....„,..,, . . . � 1 ' sucn504:clr1 WPR4g1w;r e'.',. 3 i! t}:n n ' e `'y " . Y `:..t tb ' , . - ' SEIZMIC PROJECT LOWE'S . • t, r) INC. FOR LOWE'S • • SHEET NO. 8 • • OF 23 MATERIAL HANDLING ENGINEERING TEL: (909)869.0989 • FAX: (909)869 -0981 CALCULATED BY Bobs DATE 2--Z- o - a. _ 161 ATLANTIC STREET • POMONA • CA 91768 • TYPE • • 6,000 lb. 533# _ .679# z SPECIFICATION 30 4 '�` w i • 4,500 lb. . 339# 431 # W 6 - MAIN STEEL 55000 PSI / 3 —"" I 4 ""!"' � JU - BASE PLATE STEEL 36000 PSI 4 v O .. - ANCHOR - WEDGE TYPE 112 x 3 -1/2 MIN. EM ED. w w 6,000 lb. 30Gn 5 " 382# _i H - FLOOR SLAB 6" X 4000 PSI. REINFORCED 192" 2 --� LL w - SOIL BEARING.PRESSURE 1000 PSF 54" 15," - SEISMIC ZONE 3. . -ate--- • 6,000 lb. i 50# -► 191# N - TYPE = INTERCONNECTED UNITS, • 1 H w • 4" F.. 5 " Z = I Zp , 1 4 ---- 108 " ---4 42" v CI iu = 108" O SECTION AXIAL FORCE MOMENT BEAM MOMENT 1-- ww • 1 1 1,390 lb. 17,199 •in.ib. v 18,516 in.lb. <- std.conn. u H • 2 8,355 lb. 15,834 in.lb. 15,808 in.Ib. <- std.conn. • _ z 3 5,320 lb. 11,781 in.lb, 9,892 in,lb. <- std.conn. v N 4 3,035 lb. 4,003 in.lb. • . 4,001 in,ib. <- std..conn. 0 H z • TYPE 1 DESIGN LOAD VARIES • BASE PLATE • COLUMN BEAM ' . ,f 3X3X11 GA. , , 8 X 6 X ,5 COLUMN STRESS =0,97 5 -1/2 x 2 -5/8 x '14ga(MM -L) Mbase = 17198 in.lb. MAX LOAD /LEVEL = 6,558 lb. . BEAM IS O.K. • • OVERTURNING BRACING SLAB & SOIL \I HOR IZONTAL • D I � ` ANCHOR STRESS = 0 41,94-.' '''`'+ } 1 1/2 /2 X 1 X 14 GA 1 -1 X 1.1/2 X 14GA TUBE PUNCT. STR ESS = 0,91 .- _• # OF ANCHORS = 2 STR ESS = 0.27 7 STRESS = 0.29 9 • • BENDING STRESS =1.18 _..... ,..,4,44v4t,,,,, • NOTE: ALL ANCHORS ARE POWERS WEDGE BOLT FASTNERS ICBO #5788. ,C0 • T • . .,, . . • i ��• ,,„ : Mw.wr�s { s• } , • «. + Tl<ky P4 .. l srx u� v e,.... a > =rf • 1.r,:,.ay,�"•.� +C1Vt .. ., ^ .: . .��.,, ,.•,,iit4'F'J.Yu;.J,.kab• ,.� . .. .. ... .. .. ... . .. ,fn ^. . +U:. . gal • -- - : f SEIZMIC PROJECT LOWE'S - FOR LOWE'S ti .1 INC. 9 �.3 0 SHEET NO, OF MATERIAL HANDLING ENGINEERING C ALCULATED BY 50e ---2---7—(1)-7.---- . TEL: (909)869 -0989 • FAX: (909)869 -0981 DATE 161 ATLANTIC STREET a POMONA a CA 91768 • TYPE 2 • 4,000 lb. .?99� _ + , = I= • SPECIFICATION 3 , re ILI . r• 7 . 1 . 12:0 • - MAIN STEEL 55000 PSI 45" 4,000 lb. 224# 285# U Q - BASE PLATE STEEL 36000 PSI 2 - w = ANCHOR -WEDGE TYPE . 1/2 x 3 -1/2 MIN. EM EC 8" 45° co - FLOOR SLAB 6" X 4000 PSI, REINFORCED 192" y • 2,000 lb. # - 9 # uj 0 - SOIL BEARING PRESSURE • 1000 PSF 1 45' g a - SEISMIC ZONE 3, N = C� - TYPE = INTERCONNECTED UNITS. 96" f-- = H tu Z 45" I— O il W ~ - - - W r � 4 4-- 102 "- °1 42 - 71 # O ! • • lu = 102 ° ~ SECTION AXIAL FORCE MOMENT • BEAM MOMENT F o uj 1 5,112 lb. 14,151 in.lb, L p 2 4,075 lb. 6,281 'nib. 12,216 in.lb. <- std.conn, Z 6,935 in.ib. <- std.conn. w co 3 2,038 lb. 3,589 in.lb. 1 -- 3,794 In.lb. <-std.conn. i-- H • O z 1 , TYPE 2 DESIGN LOAD = VARIES . • . BASE PLATE COLUMN BEAM . • • •q 1! 3X1- 5/8X13GA/3X1- 5/8X13GA 1f 8 X 6 X ,5 COLUMN STRESS =0.57 4 -1/2 x 2 -5 /8x .14 ga.(MM -L) Mbase = 14027 In.lb, MAX LOAD /LEVEL = 4,146 lb. . BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL . ' . r HORIZONTAL ,/ DIAGONAL .•Ni q • ; "w ANCHOR STRESS =0.08 1 1/2 X 1 X 14 GA 1 -1/2 X 1 -1/2 X 14GA TUBE PUNCT. STRESS = 0.43 LI ,2; # OF ANCHORS = 2 STRESS = 0.12 STRESS = 0.13 - _ BENDING STRESS =0.40 Yw' =ab . - rib• . 1y;7." , ' cm, .• tv • • . . . .tS : `t,'.,� * fit ligloi �: h Hvarn`. oubY. +. FMU :?rv.'Y)ar4WR'.{T °iR!Y:NMt�ri Yied•l iTtt a .'Y+K. >;wY.Ar«i . . • E1 PROJECT LOWE'S . • f) • INC. FOR • LOWE'S SHEET NO. 10 OF 2:3 MATERIAL HANDLING ENGINEERING , Tv0 �z -- TEL: (909)869 -0989 • FAX. (909)869 -0981 C ALCULATED BY DATE 2' .1— 161 ATLANTIC STREET • POMONA • CA 9176E •: • TYPE 3 DESIGN LOAD = VARIES . BASE PLATE ' . COLUMN BEAM q 3X3X133A. . • . J • 7 X 5 X .375 COLUMN STRESS =0.58 4 -1/2 x 2 -5/8x 14 ga.(MM -L) Mbase = 4998 in;lb. MAX LOAD /LEVEL = 4,359 lb. . BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL . I .. J HORIZONTAL / DIAGONAL J q t y a i :,,t, .,„ ANCHOR STRESS =0.15 1 1/2 X 1 X 14 GA 1 -1/2.X 1 -1/2 X 14GA TUBE PUNCT. STRESS = 0.83 • , # OF ANCHORS = 2 STRESS = 0 , .14 • STRESS.= 0.21 ' BENDING STRESS = 0.96 �� f”':ry ^y3 9 • , NOTE: LVLS 1 & 2 USES A 2.5" STEP BEAM WITH A CAPACITY OF 1,547 # /LVL, LVL • • �"" 3 USES A 3.5" STEP, BEAM WITH A CAPACITY OF 3,539 # /LVL, AND THE REST USES ''' ;� 1 t A 4" STEP BEAM. SPECIAL INSPECTION REQ'd FOR ALL 192" x 28" FRAME ! ° INSTALLATION. . -tj • ,,e: Sit, iN. {'.t5 ht� fi . .. S:L+X�.Jn_..rv..,r ..�...,.. :. .- et.. ., .....- :.... n... n•..r . .. ,. ..l` .. t.. ... �wv.u.. .... . .. . ... .. r.. SEIZMIC LOWE' S . PROJECT F OR LOWE'S • n INC, , SHEET NO. 11 OF 23 MATERIAL HANDLING ENGINEERING cAL.cULATED BY ��!_ 5 DATE - � 7 -0 TEL: (909)869 -0989 1. FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 • - TYPE 4 • • • 1,500 lb. ... _ 226# z SPECIFICATION 5 ' ' Q H w 46 ii - MAIN STEEL 56000 PSI .. 1,500 lb. 1 4 ' # 32' 18:# cr - BASE PLATE STEEL . 36000 PSI 4 0 0 . to • - ANCHOR -WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED. 96 1 J i - FLOOR SLAB 6 X 4000 PSI, REINFORCED • 192 1 0„ W to O • - SOIL BEARING PRESSURE 1000 PSF 2 1,000 lb, 37# 48# • w - SEISMIC ZONE 3. 1 -Pi °� l �, 3 20# I w - TYPE = INTERCONNECTED UNITS ,� 1,boo lb. . • 8 , 2 5# = a I- 6 ii 2 • 1,00o lb. �3 o, 4# ? • " 1 (_ --1 W la . j, ,i 148" fi 42" U l u = 148" 0 D . SECTION AXIAL FORCE MOMENT BEAM MOMENT • C3 E- w w 1 3,175 lb. 384 in.lb. 2,971 in.lb. <- std.conn. ' u • 2 2,640 • U. • 2,474 in.l b 4,040 in.lb. <- std.conn. z • 3 2,105. Ib, 2,523 in.lb. 6,673 in.Ib. <- std.conn. U 4 • 1,570 lb. 7,740 in.lb. 6,671 in.lb. <- std.conn. H = 5 785 lb. 1,601 in.lb. 2,801 in.lb. <-std.conn. z ~ • • s TYPE 4 DESIGN LOAD = VARIES BASE PLATE COLUMN BEAM • - 3X1- 518X13GA/3X1- 5/8X13GA • 7 X 5 X .375 COLUMN STRESS =0.23 3 -1 /2 x 2 -5/8 x 14 ga. (M M -L) Mbase = 384 in.lb. MAX LOAD /LEVEL = 1,565 lb. • • BEAM IS O.K. . OVERTURNING BRACING SLAB & SOIL .„ •'I HORIZONTAL • ,f . DIAGONAL ' • -\I ' ANCHOR STRESS= 0.05 1 1/2 X 1 X 14 GA 1 -1/2 X 1 -1/2 X 14GA TUBE PUNCT. STRESS =0.29 .m,. r , � k. �. , �,.,. # OF ANCHORS = 2 STRESS = 0.0 8 STRESS = 0.09 BENDING STRESS =0.21 S `, s '`` " NOTE: LVLS 4 & 5. USES A 4" STEP BEAM WITH A CAPACITY OF 3A73 # /LVL • ' . . - - • • f C .Sii,i N r... .i..... ...,.iY,... y., +'1?o, 1 , h i Y . , z. `.d i,•1t:.:x•. :�,.a +,'. �ltRek. :2,:N'•a#zs-� .a, . a. n, ,,,..., .. ' . u." F41` C^:• y�.. y.,..»......: e. �:. 1i:46wwr�..r....u...ww:.- - .. .. ...... .... .,.r n�....... ::, .'.. /:.r.r•'r.r ,:• u.: n,.:.. .w::.N:'.a+.�ihiyh'. {W+IS11c..r ..�.Y.. - ! -/ S • y • $ LOWE'S SEIZMIC PROJECT INC. FOR LOWE'S . SHEET NO, 12 OF ' 3 i MATERIAL HANDLING ENGINEERING 5 CALCULATED BY zo'� DATE 2 2 r ° Z' TEL: (909)869 - 0989 • FAX: (909)869 - 0981 161 ATLANTIC STREET • • POMONA • CA 91768 'TYPE . . z 6,500 500 lb. b ; _ SPECIFICATION 3 . 11 ui 2 6" i-- . - MAIN STEEL 55000 PSI 6,500 Ib, 40,r 2 � ` 513# U 0 - BASE PLATE STEEL 36000 PSI 2 c w - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED, -J H - FLOOR SLAB 6" X 4000 PSI. REINFORCED 144" 4 2 „ • uj O - SOIL BEARING PRESSURE 1000 PSF 6,500 lb. 201# 256# g - SEISMIC ZONE 3. 1 d - TYPE = INTERCONNECTED UNITS, 2 ... Z H E4" . . • ZO !' 102 " — • 42" O . 1 . Iu = 102" ° 1= SECTION AXIAL FORCE • MOMENT BEAM MOMENT z w 1 9,855 lb, 22,637 in.lb. p ' 2 6,570 lb, 12,706 in.lb. 19,671 in.Ib, <- std.conn. z 10,773 •ln.lb, <- std,conn. iii 3 3,285 lb. 4,840 in,lb, v — 4,420 in.Ib. <- std.conn. F-. i 0 • z • ' • 1 ' TYPE 5 DESIGN LOAD = 6500# . I • 'BASE PLATE COLUMN BEAM 7X5X.375 COLU N STRESS 11 06� 5 -1/2 x 2 -5/8 x 14ga(MM- ) Mbase = 7077 In.Ib. • MAX LOAD /LEVEL= 6,768 lb. . BEAM IS O.K. OVERTURNING BRACING SLAB & SOIL ,., ' : HORIZONTAL ' DIAGONAL -J ;'ria ;' " ,, ANCHOR STRESS = 0.16 1 1/2 X 1 X 14 GA 1 -1/2 X 1 -1/2 X 14GA TUBE PUNCT. STRESS = 0,79 4}A■1::' 1 Y �j # OF ANCHORS = 2 STRESS = 0.2 3 _ STRESS = 0 , 2 3 BENDING STR ESS = 0.90E ;tit: . ; qw,, .. • qz • . Nfiltgio , . , . _,.. I. LOWE'S SEIZMIC • . PROJECT - R OR LOWE'S INC, lNC SHEET NO. • _ 13 OF 2 . 3 • MATERIAL HANDLING ENGINEERING CALCULATED BYE S • • DATE 2 —Z7 —off TEL: (909)869 -0989 • FAX ,(909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 . TYPE 6 _ 4,000 lb, 269# 343.# le-- SPECIFICATION 2 �, - �� , = z re W E - MAIN STEEL 55000 PSI 48" 1.2" - BASE PLATE STEEL 36000 PSI J V 2,000 lb. 91# 116# co o - ANCHOR - WEDGE TYPE 1/2 x 3 -1/2 MIN. EM ED. '� 1 �� ' _ m""•411 W w i - FLOOR SLAB 6" .X 4000 PSI, REINFORCED 144" 2 „ . 0 - SOIL BEARING PRESSURE 1000 PSF 2 - SEI ZONE 3. 96" d . . (O D - TYPE = INTERCONNECTED UNITS. 42" H w Zi- r f Z O . y / — - — ww 6 — — 102 "- ----,r 42., ), : o I = 102 0 - SECTION AXIAL FORCE MOMENT BEAM MOMENT w w . 1 3,075 lb. 8,494 in.lb. • H v ' 2 2,038 lb. 3,238 Ina. 7,866 in.lb. <- std,conn. w o 3,619 in.lb. <- std.conn. • Z V _ cp • 0 • z i TYPE 6 DESIGN LOAD = VARIES . BASE PLATE • . COLUMN BEAM • • 3X1- 5/8X13GA/3X1- 5 /8X13GA 7 X 5 x .375 • COLUMN STRESS =0.30 5-1/2 x 2 -5/8 x 14ga(MM -L) . Mbase = 8493 in.lb. MAX LOAD /LEVEL= 6,768 lb. . BEAM IS O•K. ` OVERTURNING . • BRACING SLAB & SOIL-"�a , HORIZONTAL j DIAGONAL ' ,l J x - AN CHOR STRESS = 0.05 1 1/2 X 1 X 14 GA 1 - 1/2 X 1 - 1/2 X 14GA TUBE PUNCT. STRESS = 0,26 5 ,. 14i�;? F # OF ANCHORS = 2 _ STRESS = 0.0 7' STRESS = 0 , 0 7 BENDING STR ESS =0,17 '�`� to ., . NOTE: LVL 1 USES A 3.5 STEP BEAM WITH A. CAPACITY OF 3,365 # /LVL ., e h i 4z�; n ? >. • . . :1,,,,,, { r. S:ra: . . CZ �Wi•i�li� y ��+ - - " vu!'M r H , Ml7L�'9'N.sl+�if;M15aN�trudwck ,R.,, • CIWt , nr ...- ..,.. -... .. .... ^, . _, ..... r..a , .m. r,u�M•�r. d � ^: >3q.Hi.±r.:: " f"' F��t::' rr�%. irN�ti ! ":,� }i }2pd� . � . , ■ SEIZMIC PROJECT. . LOWE'S INC. FOR LOWE'S . . SHEET NO., 15 OF 25 MATERIAL HANDLING ENGINEERING C ALCULATED BY • DATE z - � 7 - o Z TEL: (a09)B69-0989 • FAX: (909)869 -0981 . 161 ATLANTL© STRUT • POMONA • CA 91768 . • L • CO Tell . .TYPE 1 . • 'LIVE •'L' >>AD P1I4SHELF = WII = VARIES z • ' (BA $D ON CLIENT SUPPLIED DATA), • • ' 1 z DEAD LOAD PER SHELF = Wdl = 70 lb • • re ' -J U . 0 0 TOTAL LOAD PER FRAME = 22,780 lb / 6,000 lb, 533 co 0 7 W Lu ' . • 30 " •4 -J 4,500 lb, 339# SEISMIC SHEAR BASED ON SECTION 16302.1 OF THE 1997 UBC 3 , -- 3 . w o i WHERE 2 4 11 g Q } V = ((2.5 x Ca x I) / R) x Wtotal a • Wtotal = (W11/2 + Wdl) X n . • 6,000 lb. 300# W I ., n = # of shelves 192 ,. 2 z 541! ZO W / 6,000 lb. - r 50# 0 o 1 0- • Seismic. Zone = 4 I 1 �4° w w . j#, - Ca = Q.36 Soil Coef. = Sd r -- 108° L b Z R(Iong) = 5.6 Na = 1.0 Iu = 108" _ R = 4.4 z 1 679# • LON DIRECTION _ • - _._._1 431# # . Vf o ng = (2.5 x 0.3 6 x 1)/(5.6) x W) / 1.4 5 ......... . = 1324.1b • • w/ working stress reduction 5 11 . 3�2# FI = • VWhi / 2Wh • . . ie • TRANSVERSE DIRECTION 5. . 191 # ,r x Vtrans (2.5 x 0.36 x 1)1(4.4) x W / 1.4 . _ . � . " 16 !b W/ working stress reduction V r I ., . , ,i,4 . I . i Fi Valhi / EWh ` . , 42" , `� n` ` F £ j ' 4jM Q L ' t . . b..,:al , ai .. .• ^'t • . w..<at ?Tde!ri,. 15 Ati�a!` da.E. biSnt4"4. yr i;.GLek'liaNn+.b:' "r 1 + 4Y- if^ C" pY,••!;, t: aM. iiNt. f.• Ff vn .+�icKrS�`ifi7:;�.'4�'4 . ) • LOWE'S SEIZMIC PROJECT_ • F LOWE'S INC. . SHEET NO, 1 OF 2 S MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)889 -0981 CALCULATED BY Poe 5 • DATE Z -Z7—°2-- 161 ATLANTIC STREET • POMONA • CA 91768 • LONGITUDINAL ANALYSIS :TYPE 1, • THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE z COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE . 1 ~ THE BASE PLATE PROVIDES ONLY PARTIAL. FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR I.— z ? • CLOSER TO THE BASE.(OR.AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT D CARRY MOMENT). -.1 o N 0 • Vlong = 2 * Vcol = 1,323 lb. F2 J H Vcoi = 661 lb. _ co Beam to W 0 • F 1 = 75 lb. 54 in. - C ol. Conn. . . F 2 = 150 lb. Fl + - --�� • J _ � _ � = w F 3 -- 17 0 lb. 5 in. - Col. to slab I _ F 4 = 267 lb. ? ~ . w uj • 8 o BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. o • ! =V Mbase = 17198 in.Ib. . LL ~ O Z ' �� Mupper W ( _ } Mupper + Mlower = Mconn'R' + Mconn'L' Mconn "L" o i Mconn'R' = Mconn'L' ( IIIILIIIL z • Mconn * 2 = Mupper + Mlower \ 1 • Mconn = [Mupper + Mlower] /2 �t lowery Mconn "R" . RESULTING FORCES ON COLUMN . i iii • SECTION AXIAL LOAD, • MOMENT Mconn M b ase { 1 11390 17198 B SLAB . 18516 ' 2 . 8355 15833 . • 15807 • 3 5320 . . 11781 9891 J ' 4 3035 4002 =A; • 7w; f� R } H y i� • § h' EA�H�. §�,Y . r . .. w. ,...,...,.,,,............._ .. . +ram. ' ,,'j • . • r . . LOWE'S SEiZMIC pl�oJECr r FOR LOWE'S . INC SHEET NO. . OF 2 3 - MATER IAL HANDLING ENGINEERING �� S , 2 TEL: (909)869-0989 • FAX: (909)869-0981 CALCULATED BY DATE 161 ATLANTIC STREET • POMONA • CA 91768 COLUMN ANALYSIS :TYPE 1 COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. . < • .1-w . -JU UO N° . Pmax = 11,390 lb. Mmax = 17,199 ink. LIJ ? . A � Kxlx /rx = 1.2 * 52 / 1.297 = 48 .1 <- GOVERNS cn � O i _ w Kyly /ry = .8 * 45 / 1.073. = 33.6 -'�� g J • Cc = (2n ^2E /Fy) ".5 a = 102.0 I �W z SINCE KI /r <= Cc, B ▪ o Fa = .522Fy - ) (kl /r *Fy)/14941"2 • ui = 25,573 psi. 0 ° o -. • fa = Pmax /Area ° }= C w .. = 11,005 psi. 1- fb = Mmax /Sx SECTION PROPERTIES w z z . = 14,801 psi. A. - 3" B =3" PI fa /Fa •= 0.43 ' >,15 E = .75" D _ z 0° z ` E 0" Wt. Or Fe =. 123T^2E /23(Kx1x /rx) ^2 ►1 = •1196" t2 = 0" Area = 1. 035 " ^2 F'e 64,515 psi. Ix = 1.743 " 4 4 ly = 1.191 "^4 . • . Sx = 1 Sy = .763 " ^3 Fb = .6 *Fy = 33,000 psi. rx = 1.297 "^2 ry = 1.073 "^2 Cm *fb /Fbt1- fa /F'e) = 0.54 - - - _ • • COMBINED STRESS = 0.97 - 7r 54" 45" • • • . t • ' t::!' ii . 52" • .5 ;. 1 - d:: . • S _. Front View , Side view ;� Kr ' l'kv .k . , . 5 , ' . ' 43 maw . ce •✓Yi:. 3•ti "v .Yk:.:,tY. bt• ti.. �Jni . «n .. .... tc70,.''4, • � - .... _... .... .,... .. �...wn. w.1n�r.'.:N�Nn.T�NwnMPCrv: r�MrC.;.Ri'TV'��6d}��rW. .yhLtYfi1N'xt {1tRlrAY . EIC PROJECT LOWE'S n INC. • FOR LOWE'S ' • SHEET NO. 18 , Z3 MATERIAL HANDLING ENGINEERING CALCULATED BY 1308 S DATE - Z7- O 2. TEL: (909)869 -0989 • FAX: (909)869-0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM ANALYSIS :TYPE 1 BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, Z ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING . . z THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE ,g w PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 6 v 2,000 in.lb. WHICH EVER IS SMALLER) WILL BE ADDED. c.) o co 0 J = Tact = 108.0 in. . . 2,625" -, . w o Irnax = [1950 + 1200(M1 /M2)]b /Fy \-- 1.625° M SINCE MI /M2 =1.0 J j un JIIIIIMONOINIIIII * I-- w Imax = 3150*b/Fy = 150 in. I 1:625 • Z I SINCE !max > lact Fb = .60Fy = 33,000 psi. 1,__. w i_ 0 w MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 5.5" j 1) BENDING CAPACITY I o M = 'Sx* Fb = w( "218 t = ..0747 in. 1 ww = .49797in.lb. L o • . CAPACITY = 2(81/1/1) = .65571b. • Sx = 1.509 in. ^3 w Z co 2 ) MAXIMUM ALLOWABLE DEFLECTION (L/180). lx = 4.345 in. ^4 O I , • " SElZMlC PROJECT LOWE.. • • n . INC. FOR LOWE'S • SHEET NO. 1 OF 2•3 MATERIAL HANDLING ENGINEERING TEL; (909)869 -0989 • FAX: (909)869 -0981 CALCULATED BY go 8 S. DATE , 2 - 0 2. , . 161 ATLANTIC STREET • POMONA • CA 91768 • • . . BEAM TO COLUMN CONNECTION Mupper Z Mconn= ( Mlower + Mupper )/2 + Mend �� Mconn. . , z z , ce D W _ _, CAPACTY OF CONNECTOR o 0 NW ■ a) SHEAR CAPACITY OF 7/16" DIA. STUD • -J � Area = .4375 ^2t /4 = .150 " "2 . W Fy = 50,000 000 psi § . • Pmax = 3,000# - er Miower d b) BEARING ON COLUMN ~ _ (PER UBC SEC. 27 -11 E3.3) BEAM TO COLUMN Z I._ Abr g . = t * D t = .0747 min. CONNECTION w o .5 * t Fu = 65,000 psi min. 2 o . U • O N . Pmax brg. = Area * Fbearing . 1 w �- =.5t *2.22 *Fu • P1 = W = 5,390# > 3,000# C IL. o 2" —Z c) MOMENT CAPACITY OF BRACKET C P2 ' . tii _ . • • o_ S bracket = .110 "A3 P3 1/2„ 2" z Mcap = S *. Fbending C Mr MIMI • = .110 * .66 *Fy . • C 1/2" , C = Mcap /.75 =1.67 P1 • P1 = .798 Mcap ,k. 1 6 /8" ye • = .0872 Fy = 4,360# > 3,000# \ . . C = P1 + P2 +P3 SINCE PLUG GOVERNS P1= 3,000# = P1 + (2.5/4.5)P1 '+ (.5/4.5)P1 =1.67 P1 • 3 '/ 1 "eff, � I • Mconn. cap. =P1 *4.5 +P2 *2.5 +P3 *.5 fric .= 5.94 * 3,000# 1.33. Al t = 7 ga. . , . = 23,778 "# ' .1,' .. 1:: ' \ gr, ' , , 'x; • Sbracket = ,110 " ^3 # ' %,' . { f ku } . 3 ys4 ,. . . 1 ,:;111, , qt ' r .-.1s .._.... . N�ti;r• . . ' .�.�' • :l H; .�1 z':.r ':j:Fm':'i•i, .K...n: , •4 Andm .4..K4.(67`k Nsiv : tNlro e, op.,. . .. ........... .... ... ».., �...NVa�. », o. • s.• fs R! xH+l: x#: rriui' tyNi7` tYb 'r. ;^.'Rrrttlfl S• • • . LOWE'S SEIZMIC PROJECT . INC, • • FOR LOWE'S SHEET NO. 20 OF 2' • MATERIAL HANDLING ENGINEERING C ALCULATED BY 1>,�� S DATE 2-7-02 TEL: (909)869 -0989 • FAX: (909)869 -0981 . 161 ATLANTIC STREET • POMONA • CA 91768 • TRANSVERSE ANALYSIS : BRACING :TYPE 1 . ` IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND i COMPRESSION. • IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE I-. w ON THE DIAGONAL MEMBER AS IT WILL GOVERN. Ce J U 00 . • ' No HORIZONTAL BRACING : COMPRESSION MEMBER III i ■ . cn . . Vtrans = :1683# tL . Wo • " kl /rrnin =[.8 *42]/.393 D 1= 53.0 gQ = 85.4. N 2 L= 45 • Fa = ,522Fy- [kl /r *Fy/1494) ^2 Z Ili = 18803 psi. z w 2 m fa /Fa = Vtrans /(Area *Fa) U o = 0.27 8 2 0 F- w w Y DIAGONAL BRACING : COMPRESSION MEMBER . D= 42" 1- o • L diag. = [(L- 6) ^2 +(D- 2 *Bcol) ^2] ^,5 Ili Z 53.0 HORIZONTAL BRACING o 5 0 . Vdiag = Vtrans * Ldiag. / D Z = 2127# Area= . " ^'2 * rrnin= . 393 kl /rmin = { 1 53,0 a / .5827 i • H t= , 0 7 5 " 4 W= 1 „ = 91.08 I I H =1 ” - Fa = .522Fy- [kl / *Fy/1494] ^2 IA lir . = 17465 psi. . fa /Fa = Vdiag /(Area *Fa) DIAGONAL BRACING . = 0 .2 9_;, . 1" w H r - i 1 Area= .4259 ""2 r m I n = . 5 8 2 7 Vat.: J .t • I i H t= 0747 ii .,;,zrli P I W= 1,5 t '" �: � ' H= 1,5 " . b____ _1_ _ . , f :!;A wx$ • r m+,Tlgi • . . at r r „.. . i .j'•; :, ., ,. .. .. „..w,..»...p:•._,...,... e ...., ..e,n..,......,«N . rix+. .,tt!'c'R4 ttna.�§;',sau.tr✓ti: tSF??: �t�N3'.''�'.`+J' Ka•1',' � ' 3'.i:: • , _- . ° LOWE SEIZMIC PROJECT n INC. FOR LOWE'S . SHEET NO. 21 OF 2� MATERNAL HANDLING ENGINEERING CALCULATED BY �Q� 'S p ATE, 2 - 02= �-- TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA •'CA 91768 126000 in.lb. . Puplift = 1(Mot .- Mst) /d V • • . . Puplift • <= 0 NO UPLIFT --: USE 2 ea. 1 /2 x 3 -1 /2 MIN. EMBED. MIN, EMBED. ANCHOR. V : e,f,4., • p. , , ,.4 CAPACITY OF 1/2 x 3 -1/2 MIN. EMBED. = 1413 lb. PULLOUT & 2270 lb, SHEAR „s 0 r . r 2 k' COMBINED STRESS1 = 0 / 2826 + 841 / 4540 = 0.19 ;' n COMBINED STRESS2 = 0 / 2826 + 224 / 4540 = 0.05. • .� It ;, a fk. x 'g. .A . ,?4' n�nernat ..li3tH)'MEYnWMY „ i xR.xm..,. :i .+..._ _ _ :r.•.... v, „,.;•o,n. r.,H..nrtrw;x�,.„..ltu r,„,, ±WyR��.,4,,, 1K`+,t � ry5t!L t , - ---- _ �" • • • n • • ' SEIZMIC PROJECT LOWE'S • . FOR LOWE'S r • INC. SHEET NO. 22 OF Z MATERIAL HANDLING ENGINEERING C ALCULATED BY ��� ` • DATE Z' Z7-O z TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 i ., . BASE PLATE :TYPE 1 • • BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL Z LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IFANY). Q THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPI CITY OF THE BASE PLATE, .f- w 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST . re • V OBTAINED FROM THE 3 CRITERIA ABOVE. _1 v . 00 Pcol = 11390' Ib. B = 8 in. D = 6 in. • t = .5 in. w i Mb = 17198 in.Ib. b = 3 in. b1 = 2.5 in. • u) o . . w • P/A = Pcoi /(D *B) = 237.2 psi. . L I Pcol Q M/S = Mb /(() ^ 2)/6) = 268.7 psi. • l'•- Y r- _ u) d fb2 = 2b /B *fb = 167,9 psi. • Z ILI fb1 = fb -fb2 = 10.0.7 psi. ,- bl. ,' b , — I' bl✓ H O . ZI" Mbase = wb 1 ^2/2 = b1^2/2[ fa + fb 1 + .67fb2] B i' ? o Mbase = 1406.4 in.lb. • , �,. it o co = 1 *t ^2/6 = 0.0417 in. ^3 fa. A l 1 I 1 1 t I lii��' �i `11t�::m = W . Fbase = .75Fy * 1.33 = 36000 psi. 1- F 0 • fb /Fb = Mbase /(Sbase * Fbase) = .93 • • • ' � z J...�r3114.�i �'�Z� V � T = 25 lb. T r MM Mbase dl II b .141 , , . tt : „3: ( Mbase ,,' *p ,. . , . �t f • fi .: <� . . Le . . • :43: 'r F g� wwrn+ tv. bwvNwyun. w.• yr +...a:w ,..w,,........ ..r:r..�.t. .._...• . .. .y.n.e /.r kvu Warn ..... • ~ .. = r L 2,988 in. ^2 ! o • • L = sqrt(Asoil) = 54.7 in. u . B= sgrt(w *d) +t =12.9 in. o� z • b = (L -B) /2 = 20.9 in. BASE PLATE Mconc = wb ^2/2 = (1,33 *fsoil *b ^2)/(144 *2) , w = 8 in, • = 2,016.2 in.Ib. d = 6 in. • Soon = 1 *t ^2/6 = 6,00 in. ^3 • Fconc = 50 *sgrt(f'c) = 284.60 psi. CONCRETE fb /Fb = Mconc /(Sconc *Fconc) = 1,18 . • t = 6 in. • f'c =4000psi. •. • SOIL 31 - . �� ;; . 1 ,,A ;:;, .fs = 1000 psf. ; to L dv .r '"-'1 .7r�t r 'e • • ,44',1,41` � 3 ' ..... j . • al, . .. . • ix aro , ,,, . .. • wawa. .r+:.�+nt�IluSay!Ihx irk ai., kl+. xa', tl' �+ ��` bn, 7��C4l Sk' b6; Af4A! �„ k4?OXR'nMc'FU1R5rt- vrtes>..�,rw r�rvmr -• ygaty+yiW.wapselyn�,�,. �.swww.+w.w.r , _ +n. , -,.�•. , ..: ev,.. .............•..... ..,.,.+wn....s..vo•�,•�R`ri•>utk .- -' . I" S• I $ILA, ' ' \ City Tukwila of Steven M. Mullet, Mayor �y ; 0 N °.. trrez Department of Community Development Steve Lancaster, Director 7908 __= Z April 9, 2002 H z t w Ms. Cheryl Nickell 6 161 Atlanti Street U O Pomona, CA 91768 N W J = RE: Letter of Incomplete Application #1 cn u- Development Permit Application Number D02 -089 w O Lowe's #0010 —101 Andover Park East E J u_ Q r Dear Cheryl: — a HW This letter is to inform you that your permit application received at the City of Tukwila Permit Center on ? j April 8, 2002, is determined to be incomplete. Before your permit application can begin the plan review z O process the following items need to be addressed: L 0 Building Department: Ken Nelson, Plans Examiner at (206) 431 -3677, if you have questions O U) • concerning the following: W H ' 2 The floor plan does not identify the subject racks to be installed. LI 0 Please address the above 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 0 I - . and /or other documentation be resubmitted with the appropriate revision block. Z In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not 1 be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 432 -7165. Sincerely, . GL 1LGe , Stefania Spencer �y ;•kf,. Permit Technician fly end y ti .•...y `'�S Y t, File: Permit File No. D02 -089 Y to ; 4114 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 'i : wP:+m#t - M .,. «, uw.,. rrr • % a:tt+ Caa R• YL• N: n rr. r...«.,a.....„r..:.......,,.... ... .......... ... —. ...,.. ,,,.0 „a ..... , ... ..,.•..rah fca, et d1Yi ^`Ri+144 t"t. 1 r . . . . I i '�W��' k' City of Tukwila o tom' ,! ; Department o Commune -I . - 1 t' a, 10 ; P .f Community Development - Permit Center P to !t,/ \ % !_ ) o ; 6300 Southcenter Blvd, Suite 100 N \ life/ . ! Tukwila, WA 98188 '' "' 1908 -'''' O (206)431 -3670 - Z =H re al 2 ,,,:,,,i.,',.1;-,„..',.,..:,.‘,-., n r ' ., REVISION: SUBMITTAL UO O Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted CO W through the mail, fax, etc. w z . J H Date: / ` L I ."7 ,:;- Plan Check/Permit Number: DO ; — ° 1 2 1 P roject Address: I C' 1 `� — n (� ,4 ( O H { L�l4L•C- l'�t W W Contact Person: CA.. L Phone Number: r T S t o /S - 1 — Li" O Summary of Revision: ili Z 1 - � , t. _ L , 1, 't /j •• t c C,,,) c) co II Z i J , f C . , RECEIVED ' CITY OF TUKWILA AWN 2 L1 2002 f .,, r __., ,. ,“,-. 1,,,, PERMIT CENTER 4:., Sheet Number(s): ! • �,), = _> c " x4g4 ! Cloud" or highlight all areas of revision including date of revision , � ° " ` a0 I. 7 • Received at the City of Tukwila Permit Center by: s ,/Cd/a/ *w° fly ,, , , Entered in Sierra on - 0Z -01 ', , [-;4. twego 08/30/00 x +. y Yv `� P A pyuSt t. ter. .1 ... -. .. .-.: :... - xn t +s+n- ...----- -,- -.�.— ..v- -- "..., . 1R.RyyG�p,........, >,,,t.,. S,, +'^1 3'Yt I^ of .xL iT i'�' eves iu" Pn0'.,•4nS'xtcY� }i tf , ) - .- , 1 . , �- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -089 DATE: 04 -24 -02 PROJECT NAME: Lowes #0010 - 101 a • SITE ADDRESS: 101 Andover Pk E w _1U Original Plan Submittal X Response to Incomplete Letter # 1 0 co ILI Response to Correction Letter # Revision # After Permit Is Issued -J H U) LL w0 DEPARTMENTS: 2 Buildin Division Er Fire Prevention Planning Division n N C! Public Works Structural Permit Coordinator X Z H WO w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-25-02 2 p 0 O N Complete [ Incomplete n No t Applicable n o �= w z Comments: I— L I O Z w Permit Center Use Only P H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: 0 Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i TUES /THURS ROUTING: ! i Please Route Structural Review Required H No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-23-02 s,a Approved n Approved with Conditions Not Approved (attach comments) n =Y ,, ., , ,.,,., :R.! Notation: : 4.3 REVIEWER'S INITIALS: DATE: % t'w =x L. ,t' Permit Center Use Only a 454::d CORRECTION LETTER MAILED: ,,, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ti;:.a'r� :, t DocumenWrouling sllp.doc ce 2.28 -02 PERMIT COORD DATE 740 Y. S'i1: ka •. `.' NtUTNfGM9tt!» HRGI'? aU; tiSXBi'lM:rt•;• >w.. ,yv.•..,....e.... r - . - - ,,wsca PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -089 DATE: 04 -08 -02 PROJECT NAME: Lowe's Hardware z ,Ii- w SITE ADDRESS: 101 Andover Park East w ! 4 1k Original Plan Submittal Response to Incomplete Letter # N o Response to Correction Letter # Revision # After Permit Is Issued - wo 0 — Permit Center Use Only �/ 0 H : INCOMPLETE LETTER MAILED: 7- f� LETTER OF COMPLETENESS MAILED: Z 1 Departments determined incomplete: Bldg Fir ❑ Ping ❑ PW ❑ Staff Initials: 4 ) TUES /THURS ROUTING: • Please Route n Structural Review Required n No further Review Required ' REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-07-02 F wd Approved n Approved with Conditions n Not Approved (attach comments) n > �,� Notation: t cs1 REVIEWER'S INITIALS: DATE: ' t` , ' Le, Permit Center Use Only ' ,4 CORRECTION LETTER MAILED: ^ :4.'s.� i . p Bldg ❑ Ping ❑ PW ❑ Staff Initials: ;, '" "'`' Departments issued corrections: Bld ❑ Fire Pln ' ��' ����,;n.�;. 1 r 4 Documenlshouling slip.doc J;,, 22802 PERMIT COORD COPY , :u, . ait dKd*? rRiFk?Mhlavli'►?' R* JAt7:`. 4: 7 `tNnMte+annavrorw- sta,w...rrc . n i-: _ .... .. ... .. ...... v......n. n.o.,..... k 1 LowE -101 ANDOVER PARK EAST e TUKWILA WA STORAGE RACK iNSTALLATION ______________, ENGINEER . CODE USED IN DESIGN SCOPE OF WORK SCHEDULE OF DOCUMENTS SAL E. FATEEN CH. 22, DIVISION X OF THE 1997 UBC INSTALLATION OF MATERIAL HANDLING 1. DRAWING No. 02 -0307 SEIZMIC MATERIAL HANDLING ENGINEERING, INC. SEISMIC ZONE 3 EQUIP;AENT IN AN EXISTING BUILDING. TABLE OF CONTENTS 161 ATLANTIC STREET POMONA, CA 91768 2. DRAWING No. 02 -0307A TEL: (909) 869 -0989 • FAX: (909) 869 -0981 _ —_ —__ STORA aE FIXTURE DETAILS I 3. DRAVIr';a G No. 02 - %30 f STORAGE FIXTURE ELEVATIONS 7E6 ()TY t +- -" Ap PP IP I underst7 +id that the Plan Check approvals are subject ±a errors and omissions and approval of APR �2 5 ?On PROJECT DATA plans does not authorize the violation of any adopted code or ordinance. Receipt of con- i �T e U � tractor's copy of approved plans acknowledged. OCCUPANCY TYPE: �'' i s �.. C11 - J TUKWILA C kkili_._ Date � d � ,� 3 APR 24 2002 _p .� PERMIT CENTER Permit too. '..sue_ �!� INCOMPLETE E TYPE OF CONSTRUCTION: LT R# '� 22 p. DO 210 g9 _, 4 � . , ••,�� k St1� , is!r rallaZIIIVIIC SEIZMIC "1ur" A t+ —�-YM�GRS- F^3' 7;?441 '� MATERIAL HANDUNG OA- ,.e.' ENGINEERING !S k3 C,�1t 161 Atlantic Street pY , . ' Pomona, CA 91768 T (909) 869 -0989 • Fax (909) 869 -0981 � . . . �' ' TYPE. DIN....,DEct E ST. 1985 DRAWN BY q G ' DATE. 2/2 &V2 • • MO W AM MARSHALL t CA LIFORNIA LAST REV. BY: DATE CONTRACTORS MIRES 4 12_?t)(1�r� LICENS NO. ee5374 APR e SAL E . FATEEN SCALE NONE D " " DRAWING NUM3ER: LOWERS #0010 101 ANDOVER PARK EAST 02 -0307 TUKWILA, WA t I , _. c" SAFETY 1 _ l <TYP V p, \t 158.+ . ott.,, SAFETY CLIP J � { ( t 1 518 _ 1# I ('".� / 118" 1 1/4" b < , / I / °P '' I I _ . - - it `` 411 J� r,. 1 0 ..„....,.... ® I 5 I 4" 512 ,, ,s,,:,. T YP • - P- (/�J d''' ....41 ... ,, t .„----- � 1 1/4" <T YP. ®T 1 ��: , 4Aj 1 + APPDX. % AISTYP��B / �■ 1 — - - IM - ‘ / 1 t :1?tt ; 46 -1- -- �, ) ETS AISI -C1018 _ 1 4A ' 4B , ( ,, / �' 1 B 6B HEAVY DUTY CONNECTOR J -i ■ , .,_____3 . TYPICAL BRACING TO COLUMN CONNECTION 5D BEAM GENERAL CONFIGURATION - TYPICAL BE I. h. J C BEAM TO COLUMN CONNECTION • 1 12" 261 �, _ SAFETY TYP. < TY° fi 1 112 p N /N/N, CLIP 1 /8 /118 " - / 3" ‘ 1 TYP. _ 1 /8" 11"-12"<" Ir.— , 1 1 5B" Y - 1 5/8" -i, 1 „ f 1 1/2" 1 9/16" 6 "MIN. 1 9/16" '142" 11: ru : ._ii. J „ " x r i / I 14 GA. r I " ► • -- . I ,_____,L_ + t 'l 1 518 .°C5-- -J 4A- HORIZONTAL BRACE 5A= 2 112" ' r I 14 GA- 5B_ 3 1/2" 2 3" rr 1: 13 G A . 1 5/8" i 1 6 " 5C=4" + + I � I ---6- .....__ • -J 4 HORIZONTAL & DIAGONAL BRACE - 1 , , I 0 r 15!16" �/ ,� ,N s �- 1_4 as 11/16" 318" THK. / 1------ 3 „ _ 6A , 15/16" (5■;)5B 5C � 9116 „ 0 3 1 /2 ATTACHED W/ (2) 318” 0 BOLTS (A307) 7 " _ �� -- . 711 ` I ` + (MIN. EMBEDMENT) 7 GA.* I _ L 7/16" RSV�T`' TYP v 1 � " AISI -C1018 J 7 ROW SPACER }--- 518" a & % \ \��.a &N - TYP. " 1 re NOTES: USE AT ALL TYPE 4 & 6 RACK LOCATIONS 2 REQ'D PER BASE PLATE 1. STORAGE RACK DESIGNED PER DIVISION X OF THE 1997 UBC TY CW TI4V SEISMIC ZONE 3 Ar '_`'. � 2B BASE PLATE 7 5A � CONNECTOR 2. STORAGE CAPACITY: SEE ELEVATIONS • 1 -------->--IV-7 4. ALL BOLTS SHAPE FY = 55 000 NO EZC PSI GRADE 55. APR 2 5 2-,72 1 B COLUMN 3 ANCHOR 5A 5B 5C BEAM 5. ANCHORS POWE WEDGE N. BOAT ANCHOR ICBO .5788 OR ` A / APPROVED EQUAL. f . , Lir 'TYP 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR _ 1 / 8„ 1/ 2 3,4„ - �f•a INSTALLATION. ,,- - . �/ TYP. 7. CONCRETE 6" THICK X 4,000 PSI. . \ /` 1 /8" J 3" 8. SOIL BEARING PRESSURE 1,000 PSF. � TYP. \ 1 /8" 1 " -12" < 118" 2 3 14" < TYP. -- - — - ---� . - . / \_- V - / INCCMP _TE \ ---4,1A) \ I 2A I -- - -, 08 t L. 11 2 "- _ \ 3" APR Z 2002 � > 13 GA. 1 5/8" I I I - -� -- __ _ - -- .GTR # , .:.._._. 11GA " 1B I - \ 1C CA .�J 6 I 13 GA 1516 6 T . ••• ,,, - SEIZMIC t 0 . \ ! 1 :ik :18 „ r ;TYP 1 1 /4" f \ 3\j 44U - , . - � SEIZM IC M AIAADLING -} + � \ '� 3" - 15/16" 161 Atlantic Street 1/2" rHK 1 1/14" 1/2 " THK . _l TYP - 3'8 "THK - L- -- TYP. EST. 1985 Pomona CA 91768 \ 5/8" 0 HOLES r 1 /8" " 5/8„ 1 1 /14 I \ --- 5/8" 0 HOLES - 15/16" 5/16" 1 /8 " I/ 2" < r' Tel. (9(19) 869 -0989 • Fax (909) 869 -0981 9116 0 ,is /,# 8 „ - , '( ;' y / TYPE' DRAWN 8Y: A G DATE. 2/2612 � ' PIN . . YDRCiAN I HAl 1 • — ' � CALIFORNIA LAST REV 8Y: DATE: CONTRACTORS " 13GA FOR TYPE 3 & 7, 11 GA FOR TYPE 5 mow 4- 12- 20C12Ll I LICENSE NO °°5374 AaRV'D BY SAL E. FATEEN SCALE NONE USE AT ALL TYPE 1 RACK LOCATIONS USE AT ALL TYPE 2 RACK LOCATIONS USE AT ALL TYPE 3, TYPE 5 & TYPE 7 RACK LOCATIONS DE$CflIPTION: STORAGE RACK DETAILS 2A BASE PLATE 2A BASE PLATE t ! � B BASE PLATE ADDRESS LOWERSQ1O DRAWING NUMBER. IA COLUMN 1 B COLUMN f 101 A NDOVER PARK EAST _ O307A I ...... I. , 1 C COLUMN TUKWILA, WA OZ 1 * I . 4 1 TYPE 1 TYPE 2 TYPE 3 TYPE 4 i 108" { if 102" ,- 47 --f 1- 42 --t- ;,, Pr f .4 148 ,_ 1 ! i I $ t 1- t- 1- 42---t ! 6,000# 4,000# I 3,500* 1,500* t ....„,.._..,_. - 1 1 -41--- 47 - 30" 1 1B \ -J r - I , .... 171_ Z ! (IL/ el " I 36" \ B , 36" 4,500# 48 I 1 45" I ! 1-- 1,500* 1 3,.i00$; 45" 4,000# . --1 1A . i --- I / \ . ------i 1- 36 \ " 1 t I fr3 , 48" 45 3.500# , 45" ,,,... ( i p .... . 6,000# (KB " KB/ I , , 96 1 7' " / 100" • \ 2,000# 1211 197 197 48 7 6A " Il .4, , 192" ka 54„ ( 5D\ 4 t I B 174:11, (6BA) Ar.4 45" N 3,000# 45" \ e B i 6A I I 1000* ' 6,000# \ B / 24" 1 1 1,000# --1,- 96' 28" 5D ' , . 24 f 1,000* 48" 45 B ' 6B 54" " 1,000# 45t - " 4 * 26 I 1 B I ......, " " , -,,,,____. 1 ,000# I.. . , 24 , I _ ,,_____________ FRONT VIEW FRONT VIEW 6" SIDE VIEW FRONT VIEW 6" SIDE VIEW " FRONT VIEW SIDE VIEW A& 93\ 1131:11 117 6 A WY B7 TYPE 5 'TYPE 6 TYPE 7 .. ,, 102" t 1 102" ji t 42" - 42" i 1 102" 1 f 28.1 t 8- I 21-- 6,500# 4,000# 5,5004 1 \ I --.:, .., - 4 I - 24" ' 4. 3,500# 6.500* B 6A 42" 2 36 1 . 5D -•.... 48" 5 D B2 I . 48" 5D 1d\, 4" -{ , CM OC 11100 • G 144" ... kPPROVtD 54" IRO 144" -.7._ l' 1 1 B 6A 101/2211 " 1, \ B ' 3,000# ( 42" 1445 \/ 6A T---- 12" - 6,500# \ B ,, } 24" , 54" 42" ' 1,000# 1 _ , . (1B 24" CULI B 1,000# ! 42" 117121 1 J.-- B --a,--- - 1 \ t 24" . ' v 1 - -- / : CER. 1 7 -- E.) FRONT VIEW FRONT VIEW 6'' SIDE VIEW FRONT VIEW_L 6' SIDE VIEW 5A 58 \ LIKWIL/ --:::"Dli4GH 22i-'2 1: l .it-r - 96 11 Ik A 1 R2 4 2002 . / B AM ,_. B \_8_,/ 1NCOMPt. ' PERMIT CENTER , LTR#-,11 - , . ir e0 - 4 A 4 /7i: i4 1,5 EST. 1985 SEIZMIC MATERIAL HANDLING ENGINEERING 161 Atlantic Street Pomona, CA 91768 , Tel. (909) 869-0989 • Fax (909) 869-0981 * • ii/ • ' ' ' ' 4 - • 4` 'TYPE: DRAWN BY: A.G. DATE 2/26/132 agelkitiVaithiM.-- • CAUFOIVILA LAST REV BY: DATE CIONMACTORS 1)2..........04if?q 7-72Wri LICENSE NO. 085374 AP - RYD BY: SAL E. FATEEN SCALE: NONE DESCRIPTION STORAGE RACK ELEVATIONS ADDRESS. LOWE'S #0010 1 DRAWING NUMBER: . 101 ANDOVER PARK EAST 02-0307B TUKWILA, WA 1 • - • I . 4 # - 1 • t : 0. - • 110. DATE 1 IT I PROJECT DATA GENERAL -- 1 _ f DR'. EN,: - . -/ -! f 'Om-. EGA^ E > MEL } - - �- i • ASP -.A_ A ZOO > 45.43 ASPIALT r PR NAPE - EAGLE STORE - TLii ADDITION --- 1 AA i..�- }} w 1. ` ( ' w ' E.fG , I atakEP "ENAA' EA G- nAR� +2. . \D GARDE - ' r � 0 ) y 1. . ■ A tm..LQYEE PARKrNG• ` . � • • .� LC BP -OTC PARKIG Y �IAtD O:N.D 1 f2E \ ILA A8055 EA.. L 1 .. .... f .... .. .__. x....1 • ...1. ' 4. X . 1.... • \ 1 • • • -_y. ELEC VA...- • ` �- 1 � . ' * `� �! _ ( R [EGA 'ESCR ` O►i LOT 3 ANDOVER ae l ',DUST.? . _ PAR. If F' 1 G` O•1. .;w 4 • 1:N ■ , , E?(19' ASPHA + �'v'- - . GON W` �.. _ �0'-0' ` F�� J. CP o,v ` , i. .,. ` 5 , ili) I L \G COi.T� `". uASr+ :' GIG\ C' /� - �� = °#• �Tt _ - . - _ T T . S_ i ` PROF_C' A:7DRE55: 10 'ANDOVER °ARt EA5' �C e 2. r r - � � . , / -/ - o / I SDEUA.K '^ .. _. K I I \'� $G7 o, IMF t'� G71 • vi3 T.lit.iurLA. WA 98!88 Li•'4p+n 1.5.. , i E5- TR ;s o t . - •-- ►_ uJwO BUILDING CODE DATA � ^ X: A51. r w , - mi l S x CO.OAC I I r E X'S` \G "' 1 OCCU °ANCY: B - 2 RETA:L (DEMOLIS.: EXISTING OFPCEE 5 D'NG AND J CE:�whlNE T t POR "O•. O= _X'S - XS "!EZZAh:NE. CONSTR Z AND CONTAPIER ; .� . R ` .-� - T • ` -" - : L i !T^ RE .AN =. NEIL G = - '4v 1"E =•NINE. ENTRANCE AND E\" - - I 1 - ..... ...... ..� r _ - s T - --.. - _1 i _ - - - - - - VESTIBL_ES A \• DRIVE THRO,.G•- BL:LDIKG �1 •j'� F % AND E L 1.�C 9Q F .. _ . i - _ - ...• .... - ..•.•..- t _ I I 'I + N.ATER :A5 YAR ` T, NLARGE EXrSG GADE\ 0 V I - ! DEAR' Et .1..1 i f 1 P , , I L i i I I CONSTRUCTION TYPE l -N SPRINKLERED Z 1. - �L4 - , - - - -• - -1 - ! 25 0... ( ' i.' -' r ' _ r- ) 7 - --- t _ I BU:LD NG AREA ISO. FT..:: U i '�. REMOVE ........-1-..--1-. i .. t J • . .. • t - t I ( i ! ! ` ' EXISTING t u- , + t t i s ! .1: 3 T_GCA . Ecc t t ` i EX/STtNG -C BE ?C HEW EX!5' tK J , I i 1 ± N BLDG. AREA TOTA._ I PROPANE v NEW 116E --- �` ':- . i .I... r; I . E' N BLDG. AREA R_=" OVED REMA! A TANK, p= iSTORAGE , LJCiI I �i000 5G _'. I 1 i• t 1 . 1 - _ - r IGQO \D -- - - 1 102 aa MEZZANINE : .^ I�ANn T... t r , .... 1 7 I rN 13185E 12.000 110.856 8(G RL9L I .... �. :..- � ... �. U� 9 7300 SQ. T. 53Q SQ FT. /d � r - - - . T = 1 _ f 1 I' w MEZZANINE 21.420 4.000 12.920 79 25.1322 1 I �2 b' r .,... (.. - .1....:.:.t. i ' t ` .,• 6' rr • 2 5' 23 . 80 s • • 1 .... .. - . �. J ! . . I I Lit - t, r I - °yr * ; iJ ... I ... - t ..... I..i :. 1 1 .,... { 1 i ' ?N DEPT 8.400 - 8.400 4 . 8...200 121OC o . l 1 r 95E SO. a • , r 1 4 , � GARD ' °' I f 1 I • r c - REMOVE 1 t , L 1. + 1 j` ` DRIVE-THR.. -- - - -- 12.915 42.9:: • EXISTING 1 ... _ . ; .. � , 1 l . .. T I 17 it (Y d ! i I MEZZANINE - -- s J I: L 1 LIMBER YARD = 1 c x • a CONC. I r _9 n r-- tr+CAti T . :{ Y -'�1 'A - - - -- - - - - \ 4 ISLAN , r 4 SQ. FT. (• I I 8 r t I (' - ' k ' - TOTnLS k3.i:L 74.000 131.11‘. 55.741 142.9 .3 !! Q O - ft ; ' 90' ! •'O' ' 1 , JI: -'- _ • ' I VAULT NW1 WATER ■ J re I ...... ... ... r INDICATOR VALVE .• , ..(. - -...... - .., a. ."i . , .. ,. ; -....l . : '.•l{ t - I ZONI DATA t r GARDEN EXISTING , .. . - - - , • . (. - ! .... 1 I I L,, ENLARGE .. .. , J 1 ' . ; � P. (n i DEPARTMENT (T O A RET1 Af h) I . - .... . I ... ..... . (.. " • j• ' :.. - i' - I .. I : Z : : :.: t t , ZONING CM INDUSTR!Ai PARK a j 6 t n - L t r - - - i 4.200 SQ FT. • 6.200 SQ. FT. ■ i - . ... t • ... r .1. :.l . r (1LLCi . ., . •I. C I i 6 0 a ; 3 ■ ' ! '. r t f r , ' - -- 1 40' -O "- - -1 SITE AREA: 39593[ SQ. -.-c,15 '• o , - LLI 1 1 �. , . l ..... T .. .. �. t . I ti j Oil PER P�Lt; FT.. +/ 9.08 ACRES ° ' 20 5 e �t= 1 ........ .- ..I ..1... J i.. ..i1 • i BJILD C LC' 4�2t E ° ^ ° ice golf 4 -as Q le j COVERAGE: - - = 42. m ` aS� ?�_' 5' - _ . - - - 2 � X ' ... .�... t.. ..t'� t I j 1 f 0' � 'a� 0hc 395 I i5= ' ° t 1 • : _ O w a.. 1 .• • I. �. I ( . I - EAia. -ON 1 0 = d2. ° ° ° bb ° S - S ; -- GARDEN .-:ji , -f- . •..r•.. y. •- - :.t_._- J i II , I LANDSCAPE AREA: 49285 SQ. FT. L = i 1 ' ' � I I 5 I y e� � ' IMPERVIOUS A REA. 395.83E - 49 .285 = 341..55'. 0. E u o� a - � � ; 5 i NE W DR1VE -THRu 1 - . a e ° _ ° • I 1 F S c- 1 �. LUMBER YAR^ , I� ;- ....._� ° F4-1. 1� x ' i HE I a W NEW 42.96 $ Q. '- 1 i - 7: IMPERVIOUS COVERAGE: 34G.55: ain ° �c <` v 1 T I XI VE5TES- ENTRANCE E I - i ! 1 _ 1 - ULE VESTIBULE , L a --- I E 2 95 834 = e -.5 1 - - - . 240 SQ- f rOr L.' °a co � 1 LCC SQ. FT I . r so 1 40' 330' ■ i - �' ! r` i ':;,,a, : A - - FARKING FOR BLDG. ADDITION w I - - - - .L _-' - - - r }LA � '.T, 1 -- + 1 `' t t o L „i � ,• _,. -J i- - -- , - 1-- ., -�,,a i __ `:.. -- � . - a�G PA I - NEW CONC. I ^� PARKING REQLIRED: GROUND FLOOR mt94.'400 = 219.22 "'S- S1DE3liALK -- __ -- -_- .'- I -'--_ L- - ._ - .. O --� y -- -�� -} -- l�-t�. 1 " o .. ' \ -- - - .T - - F MEZZANINE 25.132, 400 = 44.3 0_ I RE_OCA < r� ^' "" .. '1 CUST OMER - N Dc DEPT. ' -3 a •� EX'ST!CG G 0 - .,.2LG �� >. y GARDEN D_ @t0lt'4O0 3r.5 _ w F ` EXTEND ASPHALT G \ t DCTEND A5PHALT 1 2 O ' - L• DRIVE 28' 4 GI � 3 -•< DRIVE - 1 ; w : R AMP 0J2 MAX. SLOPE) o RAMP (411 M AX. SLOPE: - _ _ mw LUMBER Y ARD } m o �' f I _� �y � ° �N Q 9 b Xvc ....,... _y _;;'3/4� _- _'; B __. p ! I I , I I i I c c c C1.C!C I 1 i i I I I I I o � r !Ei) 1 I ` I iC I I C iC IC IC C I { , I ' W _ ._ .Ehi.' ��a 1 :i1?i /WJ O L.P. �,` J _ I ,� _1 f I I IL.P ..h,_•„_ -.n • / +--+ 1 / , -t---t + - �- --4-- L.P. e-- I L r- _ o ° e o e { - I --� - I -+- -+ LP. �- t I I I - - I . 1. -1 ? x OF Q C , I j I I I ! 4 C I PARKING PROVfDED. STANDARD 244 SG.9 i I C C C I C i C I C I 1 � �j � _° I I + 'C C !C C C C I C COMPACT 131 31.` C I i I I I I I I I L L i I 1 I I : ° 1 I I i I i I I I I I I I I I w1 HANDICAP 8 L. CO E TO REMAIN K C. 0 I EMPLOYEE 41 9.5 L I - - A5 IS UNLESS - - C_ b NOTED t� 43 2 100.0 [:::::] _ i T J .- I !I _. n_l____I i I ( I! I � ! C ' C 1 CIC 1 C 1 C ' ` j � � !! 1 i ^O.HERWISE � i 30 I! I, j I C I C , C !C �C C I � I i I ( I � i II C 4 i 1 11 I ; I C i I 1 I �) I f J ti' j I , C I I i ' I 1 I f I 1 i V I 1 30 , 1 , , I 1 I 1 IC . 0 I C i C IC L C ' � I I I I I I I f �` 1' (--, �9c C a U ` G G � - CI I II T c s Z r r ,� 1 ; C p < a L.P. • 5T. ' > t s t.sTH 1,11 . 0' ',RC - = 1 1 j 1 r,' O m Di b b F ` `-. ' ,n Av.; y� , . 214 Fp I , IC !C C I I ' ! , ! l c IC ,i4') l- ' ! 1 ' C IC I C .0 I C !C 1C ! I I C IC r I ! I r 6J N�'ro T HEN C C I)C ' C iC 'C IC iC I C ,C jC C :C C iO C is .0 'C ;C 1C ! C Inc ' r C � C c C C IC C IC IC C IC IC IC G C C C C C C I C '!C c r7XI •ERGRND. i1 � J c / AULT 1 s 1 5 E4 0 :. P -L J. I ' T' • 4 , i L , I ' ' a l , L � , EXIST. I • ,. I i r . n s cSj' :� p EP. LP. LT., L.P. v ` 4 2 44 N 9 1. �� yy r _ _ ° a ti I P T J y 4 s� �'� - - 494- CEN I . R9Q CJ t ; : i t i J 3 : ] E DRIVEWAY �• , � Wilj� 4 'S. '� ��.. �•i•. ,`\``\ 0 k _ 3 'Race } I ■ �..•,1 ; :+ �- .• ❖S � � a to ' `' • r ' III i � Q PARK EAST T i . • � isi i . i �� G na C J1v7O� �Q X11 �, n. ►� "' .r gent r ,r[w r/r.r {. 3 = � i ,` - ' r�+i+ Dom: �, e ti �� 1. •_) arolr� NIJMbER . SITE PLA s� N -q ; �� 51 - 1 " O TR DR ` I NDVJ w ` i 0 , 3 31 N / ' • ° 1 gb ! T • : NOH s 1 i i 11^ 1 /(T r ` PLAN • S ~ I I_/ / I I / I 1 y +I ' S T 30' -0• •I ` i • I a VICINITY MAP 7- - � JOE NO. - .14021 I i DRAM 4 SCALE r • 30' -0' NORTH - J DECEIVED OAT ' C1iC1® �GFI Y ^IT" OF TUKWIDATE 1 2__ 1- 1' . APR 2 4 2002 A PERMIT CENTER 1 + • I INCOMP` E LTR# _ 00g 1 i . / ••a � .r.:1.:-- rc...,-.. . -. .,... s. _ __ . . 1 w 111 i _. .. _..... t.. --- . _ - - . -.... ..... _.. + ,-,A * • t r`t : r