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HomeMy WebLinkAboutPermit D02-183 - LA-Z-BOY - STORAGE RACKS• LA -Z -BOY 720 ANDOVER PK EAST EXPIRED JAN 0 7 2003 EXP RED JAN 0 7 2003 D02 -183 y Lca kka , l City of i ukwlla .... z Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , DEVELOPMENT PERMIT Z Parcel No.: 2623049095 Permit Number: D02-183 w ' Address: 720 ANDOVER PK E TUKW Issue Date: 07/05/2002 QQ > , Suite No: Permit Expires On: 01/01/2003 U UO co 0 Tenant: to w ' Name: LA -Z -BOY -J H : .— .— — — - — _�:r. -- ..„e- - - +., Silt, ' 1 - z a 44 City of rrkil Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: .�,. tea- .,cre.2 Date: 7 d 0 , z ' 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 t� t=i ' ordinances governing this work will be complied with, whether specified herein or not. U 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 w =' regu lating construction or the performance of work. I am authorized to sign and obtain this development permit. N LL " al Signature: � " Signature: )_ / /_- __ i - ' Date: . -- d ` 2 g LL r- d Print N.me: 4 55 �c.v N 7S = 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 I.- suspended or abandoned for a period of 180 days from the last inspection. f O. z it-- w uj 0 D N 0 I— . w W ' H H .. " I � . �� .0. City of Tukwila ,� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2623049095 Permit Number: D02 -183 1.' Z re 2 Address: 720 ANDOVER PK E TUKW Status: ISSUED QQ 6: ** *FIRE DEPARTMENT CONDITIONS * ** z 0 7: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: F =- 8: Maintain fire extinguisher coverage throughout. — Z , 9: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) W CO 10: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel H Z shall also comply with z F- • the Building Code requirements for accessibility. (UFC 1204.1) . 11: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) I 12: The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words . on the sign shall be block , ' letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) 13: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) . 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written - approval of the W.S.R.B., , `.. k`r Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior i . to submittal to the � . Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) '4 � >, 15: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and ` >', #1901) ' 41,ti 04 , 16: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) ' e; 17: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible t ,/ ice. materials on pallets or in racks v y..� , more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, 6.4*mi A4,,.�H>5 ° r., etc., the critical s r,. , :, -4 doc: Conditions D02 -183 Printed: 07 -05 -2002 ei .:/ .. ..¢ ":a:a..ui...ww•4 .::..o,a.v w.v :.wrwvannnex..,,wn,a „».v». v..,. w_.,:. w,...:,:.«._ o,.,,,., ,,+...w...... ., ._...., ..., ..._....... ...... ._. .... .. .._... .. .. ... ... ... .. �•++ ,:, b. 1 r - - , _, 1 # W —\ � kt.). tm ; ,.., - City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i ■ - ir k#412 4w4 CITY OF TWO -VILA - %, 403 o Permit Center Project r .ber: '" , 'r 6300 Southcenter Blvd., Suite 100 Taal ' Tukwila, WA 98188 Permit Nu 2•183 (206) 431 -3670 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 Name /Tenant: Value of Construction: La_ - 2- - f 6�-1 Z3 con Site Address (include suite number) City State /Zip: Tax P Number: . - 7 zo 4 71cIvr9.a PQ64 f . cts+ i o .,.. WO 9M4' Property Owner: Phone: 7 90 LLB ► y2 5- y (7-ISll Street Address: City State /Zip: Fax #: PD KV, 28 MecL.na ti /4 ?fat' Contractor: Phone: 5 t1-► € -'p.J Prc LLv.A - 5 L.4 c zo o -GFZ—L 59 Street Address: City State /Zip: Fax #: I D '3 ? '- 4 , s , - a - t e . LA/4- y 5 i i 3 y 2 o - / 5 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: z Q I Z Contact Person: ,. .._.,. I-' Z -....< 5e La...) 5 o-,--- Zo6 - 6 7 - 6 5, C a 6 Street Address: . ,city State /Zip: Fax #: W Description of work to be done (please be specific): J = H- �4 �� Po- 11 e - ket_c_.K- Wo El - Warehouse ■ Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ® - Warehouse ❑ Hospital g ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office CI School /College /University in Other = I. w Proposed use: ❑ Retail CI Restaurant ❑ Multi- family C71 Warehouse ❑Hospital Z . ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z O ❑ School /College /University ❑ Other W • w D Building Square Feet: Zo existing No. of Stories: 1 Area of construction (sq ft): 9 Scsb 0 • U Will there be a change of use? ❑ yes in no If yes, extent of change: (Attach additional sheet if necessary) o t- W W Will there be rack storage? J yes ❑ no I- LL O Existing fire protection features: tilsprinklers CI automatic fire alarm ❑ none CI other (specify) it! Z u) U Will there be storage of flammable/combustible hazardous material in the building? ❑ yes .no I- I- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety 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) In 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 #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public in Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: . a 171 Miscellaneous r - - . 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. IIIMI 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 ? o , _ Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application ac Dat app licatiopire ��� Applicatike(initials .4_ NMI PLEASE SIGN BACK OF APPLICATION FORM '`Is. i Para am . 11/30/00 ctpermit.dnc I ... :., ' L . .•)'. 'a[. '` �.,`.:' ...: . �:.: ah M. n:.: bii[ �' L, �+ a+ .JYL1�N+.7:u1.i.4vkt?1431.a3.. dti...sr..» u..w ar v.1f .t 12 '.nM+K.nfNU.•mraa.... ... .. .. ... ,.... ........... .. ... ... .. . APPLICATI MUST BE SUBMITTED WITH TH ' LLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • 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 locations) 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 Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use • �w only) 2 11. Location and gross floor area of existing structure with dimensions and setback J • 12. Lowest finished floor elevation (if in flood control zone) U co O t] 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). J = ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled f co w � ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w w any hazardous materials; dimensions of proposed tenant space. g J ❑ ❑ Vicinity Map showing location of site to ❑ Ot Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z w layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of E- O rack. Structural calculations are required for rack storage eight feet and over. w w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U 0 ❑ ❑ Construction details 0 0 1-- w w ❑ ❑ 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 !6 sprinkler system design criteria as identified by the Fire Department. uj Z U w ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. O ❑ 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 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 of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will P aia $ , be required as part of this submittal . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF via PERJURY BY THE LA WS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING : ! OWNS UTHORIZED AGENT: ; MINN. i Signature: Date: c -26 . ._ O z_ , � Print na -aSs e '4-ri 5 on Phone: G 6F � 5 Fa #: — -Z - `f ' IN. Addr s l0 3 6 *L /f �" City /State/Zip a i� �� ��� 3y - _ 11/30/00 crperwu.dnc ' Ilea . .•. .;'. •. ".' ..•; .:. • •. .•.•, l:tli. w. /.L•A .t f r L. ! v ce x. rw Y+. - .. w.. ........r v. y tlWMNMtlW.'�b11TRI."! AlW4.�"M6P '. Ni41* 1 ' - r- . - - -‘..c.r - -s, s \ . I .. , ..- ) # 4.4 '411S*4111 , fP/ li eilti" t g'"ite City of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 , , z 1 < • RECEIPT .1... Z 111 , 6 = • Parcel No.: 2623049095 Permit Number: D02-183 _10 1 o o Address: 730 ANDOVER PK E TUKW Status: PENDING u 0 f Suite No: Applied Date: 06/26/2002 u) ul 111 i Applicant: LA-Z-BOY Issue Date: uj 0 ■ Receipt No.: R020000878 Payment Amount: 320.89 g 5 u_ < u) n Initials: SKS Payment Date: 06/26/2002 03:49 PM — a i User ID: 1165 Balance: $42.36 1 Z it 1- o Payee: EP STORAGE & MATERIAL HANDLING W al 2 D n a c.) u) O — TRANSACTION LIST: Type Method Description W w . Amount I 0 I-- - 11 5 Payment Check 41439 320.89 Z Ili co • 0 — F- I 0 • • ACCOUNT ITEM LIST: z Description Account Code Current Pmts BUILDING - NONRES 000/322.100 320.89 k • Total: 320.89 . : :;:'; ',YM40 tT,7 ; , • ;IV „ $06,NV 36P:q 1 716 TOTAt 77.00 riPTIP doc: Receipt Printed: 06-26-2002 "---xl— —.0 LOIZ, - .'..LaL....4.,—, WOMMOMI 4 1 i . ._. . -... I , ,— - -- __r- • - ' _\-'•. r . aFt% .� Cit of u kwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . . Z RECEIPT ' , t , w r 6 R , Parcel No.: 2623049095 Permit Number: D02 -183 -' U UO Address: 730 ANDOVER PK E TUKW Status: PENDING to Ci to W , ; Suite No: Applied Date: 06/26/2002 Ill H Applicant: LA -Z -BOY Issue Date: w u. W O 2 � Receipt No.: R020000877 Payment Amount: 236.11 Q t0 d Initials: SKS Payment Date: 06/26/2002 03:48 PM = User ID: 1165 Balance: $363.25 1— W Z1.- 1— O ZF- Payee: EP STORAGE & MATERIAL uj . U C I CO TRANSACTION LIST: H Type Method Description ..r u1 • Amount I- H .. , l L A t.a g, lAyksifti si,N:4:cm, li 1 doc: Receipt Printed: 06- 26- 2002 ' , � . - ' • }+ City of Z ukwlla 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0 1 4 z RECEIPT �� I 4 Parcel No.: 2623049095 Permit Number D02 -183 U 8 co I Address: 720 ANDOVER PK E TUKW Status: APPROVED 1 Suite No: Applied Date: 06/26/2002 W = Applicant: LA-Z-130Y Issue Date: LL W 1 �2 Receipt No.: R020000927 Payment Amount: 46.86 LL Q N = Initials: SKS Payment Date: 07/05/2002 11:26 AM = W User ID: 1165 Balance: $0.00 Z H ,- Z F- Payee: JESSE SWANSON 2 L D 0 O c D TRANSACTION LIST: 0 1- Type Method Description = W _ Amount F-- H,. u_ O Payment Check 1003 46.86 Z � al co i F-F=- O , • Z ACCOUNT ITEM LIST: ! Description Account Code • i Current Pmts t BUILDING - NONRES 000/322.100 42.36 STATE BUILDING SURCHARGE 000/386.904 4.50 ' j i Total: 46.86 i Li t::::31+ i ,,,' ", ' 1 7 v "S" „i � 1 doc: Receipt Printed: 07 -05 -2002 "'% G °.r,; z . ' r • ,. (44 U l 1111Mi• 5 el) • • ! I 5 . } 4: t 1:701 E i lli i C:::, t,J 311, N 1 r 4 © *Ili i = (X) fi _ _ [.• . . • . __ .. . .. - � �' _ p N OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN i , , , ; a ., , r . ` THIS IS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 N - .. . - 't e N, • . . - � r • CATY Of TUKWILA - APPROVED Calculations for : JUL - 2 2002 LAZBOY 16 FATED Z �4►lG D VtS40�1 , ._ H TUKWILLA, WA ' a w e : t J U 06/13/2002 U o U il y Loading: 1300 # load levels w = 2 pallet levels Q 84,156 F 1 Seismic Zone 3 100% Utilization O w 1 Ca = 0.36 Cv = 0.54 . 106 " Load Beams Q . Uprights: 40 " wide SINGLE ROWS a C 3.000x 3.000x 0.105 Columns H w 1 C 1.500x 1.250x 0.075 Braces Z I 4.00x 7.00x 0.375 Base Plates ?i.- with 2- 0.500in x 3.50in Embed Anchor /Column Z O 1 4.00x 2.750x 0.075 Load beams w/ 3 -Pin Connector W uj UO co 0 1-- wW by : Ben Riehl A u_1" Registered Engineer WA# 21008 JUN 2 6 ?002 w N = U PERMIT CENTER O ir- I • z + i ' R i t ) o !bZ ? ca / fe ;.. I 00g p R 1SiER G S iONAL ' . ' . i u 1U 28 j D Ti �s 1 ,,,„:,.. ., ,,, eit",t0 4.k I ; .,. E.4 t :TOP L I 4 1)02 ...1 8 3 ..,,,,.., „..„,, a a o-:- ., I t s ! $' y � . .. .. wr.ra..w++ .. reo -...—..+........«.•.......'...... ow.... or.... r..w.....i...+...rraeww.Atev hriMY+eF9aH.nR.YJkarv.. � V i A __ 1 ` _ i - -`r_r- -", 1 . q .' i Co1d Channel . f ,, Depth 3.000 in Fy = 50 ksi Flange 3.000 in Lip 0.750 in • Thickness 0:1050 in COLUMN SECTION Z R ::0:1000. in . , i Blank = 9.82 in wt = 3.5 plf 're 1 A = 1.031 in2 Q Ix = 1. 609 in4 Sx = 1.073 in3 Rx = 1.249 in J U' Iy = 1.258 in4 Sy = 0.731 in3 Ry = 1.105 in U 0 a 2.5900 Web w/t 24.6667 cow a bar 2.8950 Flg w/t 24.6667 J m b 2.5900 x bar 1.2264 Mu. b bar 2.8950 m 1.6549 W O c 0.5450 x0 - 2.8813 2 c bar 0.6975 J 0.0038 J u 0.2395 x web 1.2789 gamma 1.0000 x lip 1.7211 1 a j R' 0.1525 h/t 26.5714 H W ? - Section Removing: 0.640 inch slot 0.75 inches each side of center on web Z ILI O W 0.375 inch hole 0.87 inches from web in each flange 2 D A - 0.213 in2 A' = 0.818 in2 D 0 x bar = 1.462 in 0 N I'x = 1.364 in4 S'x= 0.910 in3 R'x= 1.292 in 0 F- I'y = 0.994 in4 S'y= 0.625 in3 R'y= 1.103 in UJ = V u- p Cold Formed Channel r i.. 0 -- Depth 1.500 in Fy = 50 ksi = ` Flange 1.250 in 0 ~: • Lip 0.000 in Thickness 0.0750 in BRACE SECTION { R 0.1000 in ■ Blank = 3.73 in wt = 1.0 plf ‘. A = .0.280 in2 Ix = 0.106 in4 Sx = 0.141 in3 Rx = 0.614 in Iy = 0.046 in4 Sy = 0.056 in3 Ry = 0.403 in a 1.1500 Web w/t 15.3333 _ a bar 1.4250 Flg w/t 14.3333 b 1.0750 x bar 0.3946 . b bar 1.2125 m 0.5298 c 0.0000 x0 - 0.9244 c bar 0.0000 J 0.0005 .. - u 0.2160 x web 0.4321 . ?:, .„ ':, gamma 0. 0000 x lip 0. 8179 "'`r z ! R' 0.1375 h/t 18.0000 ! yy r xt 4 ,,, i;,vro,7 1 .0 0 ,4 . ....tp,;, 1 1 t u f v A H " c . .. .,,, . , ,: . - .d .:r •' .iui...u.u� �' ,Y, . .. .. MrteL..1MM ,.. . , . . � ����li�M�b fM'.MMMMfi N - i - -\�r . ) Cold Formed Section , HEIGHT OF BEAM 4.000 INCHES { MAT'L THICKNESS 0.075 INCHES ' f INSIDE RADIUS 0.100 INCHES LOAD BEAM Z WIDTH 2.750 INCHES 1 STEEL YIELD 50.0 KSI I F.Z I STEP 1.625 INCHES HIGH 1.000 INCHES WIDE W D JU ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC N p L Y LY LY2 Ii X LX U) W LONG SIDE 3.6500 2.0000 7.3000 14.6000 4.0523 0.0375 0.1369 J F=-- TOP 1.4000 3.9625 5.5475 21.9820 0.0000 0.8750 1.2250 N IL STEP SIDE 1.3500 3.1500 4.2525 13.3954 0.2050 1.7125 2.3119 W O STEP BOTT 0.7250 2.3375 1.6947 3.9613 0.0000 2.2125 1.6041 2 ■ SHORT SID 2.0250 1.1875 2.4047 2.8556 0.6920 2.7125 5.4928 g Q BOTTOM 2.4000 0.0375 0.0900 . 0.0034 0.0000 1.3750 3.3000 CO D d ' CORNERS 0.2160 3.9125 0.8450 3.3063 0.0004 0.0875 0.0189 H 1 2 0.2160 3.9125 0.8450 3.3063 0.0004 1.6625 0.3591 Zf-- 3 0.2160 2.3875 0.5157 1.2311 0.0004 1.8000 0.3888 Z O 4 0.2160 2.2875 0.4941 1.1302 0.0004 2.6625 0.5751 5 0.2160 0.0875 0.0189 0.0017 0.0004 2.6625 0.5751 j Q 6 0.2160 0.0875 0.0189 0.0017 0.0004 0.0875 0.0189 U O N TOTALS 12.8459 25.3500 24.0270 65.7748 4.9516 17.8875 16.0064 0 H W UJ AREA = 0.963 IN2 1-- H . CENTER GRAVITY = 1.870 INCHES TO BASE 1.246 INCHES TO LONG SIDE _ _. O Ix = 1.934 IN4 Iy = 1.039 IN4 ..: Z lu Sx = 0.908 IN3 Sy = 0.691 IN3 U N Rx = 1.417 IN Ry = 1.039 IN 0 H ' • z CAN Of TUK' -h \ .. hilMOVED . 1 aut -2 2aa2 . As sump a�1G ", �+, 1ri i y r., Eg 4 A " t i . •. ., i .. ... ..,. :J i . •....... vac , a, .. ,...v... a.rv... �;, dt .c ..... i , . .. ., a.. ., ....o .; t` �. :.:di.f.G;c.;kwi,i4iLOk...�,' �'' rRC1HW�ntAUAWN13rAtt .Mxmlea*al.r .... V . ■ - -\ _J -0 J ,, i ■ I . i BEAM END CONNECTOR . COLUMN MATERIAL THICKNESS = 0.105 IN LOAD BEAM DEPTH = 4 IN TOP OF BEAM TO TOP OF CONN= 0.000 IN WELD O BTM OF BEAM = 0.000 IN Z ' LOAD = 1300 LBS PER PAIR CONNECTOR VERTICAL LOAD = 325 LBS EACH Z` RIVETS CZ Ili 1 3 RIVETS © 2 " oc 0.4375 " DIA A502 -2 6 = . j 1st @ 1 "BELOW TOP OF CONNECTOR U O ( AREA = 0.150 IN2 EACH Fv = 22.0 KSI N p:. , Vcap = 3.307 KIPS EACH RIVET W = BEARING Fb = 65.0 KSI 1.. BRG CAP= 2.986 KIPS EACH RIVET c0tL TOTAL RIVET VERTICAL CAPACITY = 8.958 KIPS 4sk W O 2 QQ CONNECTOR LL Q 6 " LONG CONNECTOR ANGLE Fy = 50 KSI ' 1.625 " x 3 " x 0.1875 " THICK = CJ I- W S = 0.131 IN3 Mcap = 3.924 K -IN ? H W/ 1/3 INCREASE = 5.232 K -IN 1- O RIVET MOMENT RESULTANT @ 1.2 IN FROM BTM OF CONN W M = PL L = 0.8 IN j Q Pmax = Mcap /L = 6.539 KIPS i U O RIVET LOAD DIST MOMENT Cl 1- P1 3.981 3.800 15.129 RIVET OK = W P2 1.886 1.800 3.395 1- H P3 0.000 0.000 0.000 L- O P4 0.000 0.000 0.000 LU Z TOTAL 5.867 18.523 CONNECTOR OK U D ' PI WELDS O ~ Z 0.125 " x 4.000 " FILLET WELD UP OUTSIDE ,. 0.125 " x 2.375 " FILLET WELD UP INSIDE 0.125 " x 1.625 " FILLET WELD UP STEP SIDE 0 " x 1.000 " FILLET WELD STEP BOTTOM ; " ; x 2.750 " FILLET WELD ACROSS BOTTOM ` ' 5 ' " " 0; < x 1.750 " FILLET WELD ACROSS TOP • ,USE EFFECTIVE 0.075 " THICK WELD L = 8.00 IN A = 0.600 IN2 S = 0.400 IN3 Fv = 26.0 KSI , --- -,.. "Mcap = 10.40 K -IN W /1/3 INCR= 13.87 K -IN ,� c�,? ". y4Se i ' Cle u t,, x44 „,,,.,t „,, i Ei ,� . ) t ( k • 4 ' ; :c; ; g t , t ,tee.; , n1z; wr z�.:: ztradlwxd�$ sb�• aekLii, : �' kn .a,aJ:E+M4rs.: i I x , ' 1 1 <'s • ' 7' In Upright Plane SINGLE ROWS Seismic Load Distribution ' SE _, per 1997 UBC Zone 3 Z = 0.30 1.33 Allowable Stress Increase I = 1.00 R = 4.4 Z Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W LF = 1.4 1- Z Weight Q: 60 # per level frame weight . I J U a u) 0 7 Columns IP 40 " W = ; ! J F Levels Load WiHi Fi FiHi Column: N e_ ' (inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105 W 0 , 156 1360 212 258 40 • _ 84 1360 114 139 12 J 0 0 0 0 0 KLx = 84 in N d ti 0 0 0 0 0 KLy = 49 in _ 0 0 0 0 0 A= 0.818 in I 0 0 0 0 0 Pcap = 23293 lbs ? F-' ____ ____ = = =_ ____ F' 2720 326 397 52 Column Z uj 11% Stress j Q ' Max column load = 2660 # U Min column load = 60 # 0 N r OF- Ww Overturning E' U OTM = 52.0 K -IN X 1.15 = 59.8 K -IN LL'Q' RM = 54.4 K -IN Ili Z REQUIRED HOLD DOWN = 0.13 KIPS • 0 F. Anchors: Special Inspection(Y or N)? NO 2 Z T = 134 # 2 2 0.5 " diameter Hilti -KB II 3.5 "embedment in 2000 psi concrete Tcap = 2333 # 6% Stressed V = 199 # per leg Vcap = 4907 # = 4% Stressed COMBINED = 1% Stressed Braces: . Brace height = 49 " • Brace width = 40 " Length = 63 " IU P= 628 # _ p ,, :,: Use : C 1 .500x 1.250x 0.075 0l j ''' A 0.280 i � . = .n 1 �L " 2 `�� 1 � � .;<.._ L/r = 157 J�U Pcap = 2305 # 27% ,- _�,r. -r 77,7 7 r i .: :• • .. ,. . , sw.w ro e. i l. +. «vnH'u..w. .« ...r...a.ws.wvM1wnWm / lMKJiY Nr }Y9.�rFhw/d.WNtTl1!1NF%' .rte' tOM1411W9R1ts`i/1:T1'{E ,1 , { I°'� 1 In Upright Plane SINGLE ROWS i Seismic Load Distribution TOP LOAD ONLY per 1997 UBC Zone 3 2 Z = 0.30 1.33 Allowable Stress Increase I = 1.00 R = 4.4 will Ca = 0.36 V = (2.5 *Ca *I) /(R *LF) *W 2 LF = 1.4 J ( Weight N O 60 # per level frame weight CO = J 4 NLL Columns @ 40 " ui 0 r i .. Levels Load WiHi Fi FiHi Column: g Q i (inches) ( #) (k -in) ( #) (k -in) C 3.000x 3.000x 0.105 156 1360 212 203 32 = d 84 60 5 5 0 I— _ ILI 0 0 0 0 0 KLx = 84 in Z H 0 0 0 0 0 KLy = 49 in Z O 0 0 0 0 0 A= 0.818 in 0 0 0 0 0 Pcap = 23293 lbs ? Q = = == = = == = = == = = == 1420 217 207 32 Column U O— 6% Stress '\ O I— Max column load = 1510 # = W Min column load = -90 # Uplift 1 H. —O LLI Z, Overturning U 2'_ { OTM = 32.0 K -IN X 1.15 = 36.8 K -IN O m ': RM = 28.4 K -IN •. REQUIRED HOLD DOWN = 0.21 KIPS Z I Anchors: Special Inspection(Y or N)? NO 2 T = 211 # 2 2 0.5 " diameter Hilti -KB II .1 3.5 "embedment in 2000 psi concrete . Tcap = 2333 # 9% Stressed V = 104 # per leg Vcap = 4907 # = 2% Stressed 0 COMBINED = 2% Stressed Braces: 1 .1,4'n, BrAce height = 49 " ; ; _.- Brace width = 40 " 1 4 � '?', `± Length = 63 " ? ± ' j { P = 328 # , ...:: .,•d- , >. . "Y i Use . :'1C 1 .500x 1.250x 0.075 xj ii' r a, ;. += . A = 0.280 in a. I, /r = 157 ' • Pcap = 2305 # 14% r .r s, u,�" „:11 i ■ ff x , .� art i u l: .. .. .. ` +o .. ,1: ., t . , i .: . . .. ..r. ,...nw vA:..l.e h,. - - ... .:u'•.,:r.,:;:,:e a4.eek <;:53:et,a4axd" 'Sd:r:A.Y}.;uLz •fIpAY!! .. i.A. 1 . , - - �� • . -} PAGE 1 MStJ STRESS -11 VERSION 9/89 - -- DATE: 06/13/:2 - -- TIME OF DAY: 16:30:46 • ! INPUT DATA LISTING TO FOLLOW: ■ • Structure Storage Rack in Load Beam Plane 2 Levels Type Plane Frame " , Number of Joints 10 Number of Supports 6 , k - Z Number of Members 10 ilj Number of Loadings 1 6 =: Joint Coordinates U O 1 0.0 84.0 S u) 0 li W = 2 0.0 156.0 S 3 54.5 0.0 S J 1- 4 54.5 84.0 N LL. 1 - 5 54.5 156.0 _ O 6 163.5 0.0 S (7 1 • 2 7 163.5 84.0 P9 g 8 163.5 156.0 9 218.0 84.0 S n = d t 10 218.0 156.0 S 1 �j H = . Joint Releases I ? H , 3 Moment Z 1- O 6 Moment Z 2:1- & . 1 Force X Moment Z / ? Q 2 Force X Moment Z 9 Force X Moment Z . O N _ 10 Force X Moment Z H Member Incidences W LU 1 1 4 H 2 2 5 0 3 3 4 ... Z 4 4 5 U CO 5 6 7 0 F` 6 7 8 Z 7 4 7 8 7 9 . 9 5 8 10 8 10 Member Properties 1 Thru 2 Prismatic Ax 0.963 Ay 0.674 Iz 1.934 . 3 Thru 6 Prismatic Ax 0.818 Ay 0.409 Iz 1.364 7 Thru 10 Prismatic Ax 0.963 Ay 0.674 Iz 1.934 . Constants E 29000. All G 12000. All - Tabulate All Loading Dead + Live + Seismic . Joint Loads Di!� 4 Force Y -0.68 APPROVED 5 Force Y -0.68 w' 7 Force Y -0.68 L4•. . 1 8 Force Y -0.68 JUL - 2 2002 ... c s ':; 4 Force X 0.034 hS NU (U J / " - *6 j;. 11-g011' ll y *1 i it 41 l i I � 1 uli t } , S1 . .-- % A 4 . I . , ) ..., '.".. \ .......„, , PAGE 2 MSU STRESS-11 VERSION 9/89 --- DATE: 06/13/:2 --- TIME OF DAY: 16:30:46 1 5 Force X 0.062 ' 7 Force X 0.034 , 8 Force X 0.062 . Solve PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Z < . , x li- , t- w re 2 1 i 6 D _J 0 i Seismic nalysis per 1997 UBC 0 0 , U) W ip m _II- wi di widi2 fi fidi W U) u. # in # 1 u j 0 1360 0.6138 512 68 41.7 26 68 1 1360 0.7370 739 124 91.4 47 123 g 5 u_ < ; t 0 0.0000 0 0 0.0 0 0 CO D 0 0.0000 0 0 0.0 0 0 I a 0 0.0000 0 0 0.0 0 0 I 0 0.0000 0 0 0.0 0 0 • Z F.- Z 1 i 2720 1251 192 133.1 191 1-0 WI 1 g = 32.2 ft/sec2 T = 0.979881 sec uj 2 D n 0 1 = i 1 = cv 1.00 0.54 V min = .11*Ca*I*W = 0.0396 W 0-- i R = 5.6 V = (Cv 0 f- - ; t LF = 1.4 V = 0.070 W Ill a i I 0 = 191 # 100% I- , IL - c - I3 ' ...,Z Lu 0 P I - I-- . o . Z . 1 , , i ■ I • ' • . '' l l ' t':/ ' `. , • i ,■, : 0 !i: 'i '„,. 1 ,I '' 1 ':' 0 &'( : A 7 ' 1 i ' • Fr, 71 :•:.' • , .1•1:;,:ett,,, , ' • . . „. • . , , . ,,. .h ,, L17 . , e ,f , :,..: 101 7 :‘, I 4...P.rde4 N,TrA, KV MI ,t ,tAlti*A /0 ,:.:...---....4„...,_ l , -1 •_ . ", A - .r 'tom r t i 1 i PAGE 4 MSU STRESS -11 VERSION 9/89 - -- DATE: 06/13/:2 - -- TIME OF DAY: 16:30:46 • JOINT FORCE X FORCE Y MOMENT Z 1 0.000 -0.085 0.00 2 0.000 -0.022 0.00 3 -0.096 1.353 0.00 6 -0.096 1.353 0.00 9 0.000 0.092 0.00 Z 10 0.000 0.030 0.00 �W , gc FREE JOINT DISPLACEMENTS W JU 00 . co p JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION J I 4 0.6138 - 0.0048 - 0.0016 5 0.7370 W u_ - 0.0068 - 0.0005 W O 7 0.6138 - 0.0048 - 0.0016 8 0.7370 - 0.0068 - 0.0004 U. < w _ a SUPPORT JOINT DISPLACEMENTS j Z W X , I JOINT X- DISPLACEMENT Y DISPLACEMENT ROTATION Z 0 ta 1 1 0.6138 0.0000 W 2 0.7370 0.0000 0.0001 p 3. 0.0000 0.0000 - 0.0101 U 1 6 0.0000 0.0000 0.0102 0 1 9 0.6138 0.0000 0.0009 W W 10 0.7370 0.0000 0.0004 _ L O Z w N 0 - . �1 • z 3 A . .. . i J i EA f'l - ,,, ,A7 ,-,,, .: f A114.414 Z rlfl F r k ,...21 . 1 Z , /... 1 I K i 1 Beam- Column Check 4 C 3.000x 3.000x 0.105 Fy = 50 ksi A = 0.818 in2 i Sx = 0.910 in3 i Rx = 1.292 in Ry = 1.103 in kx = 1.00 ky = 1.00 • `1 Stress Factor 1.333 Z ;p Point P M Lx Ly Pcap Mcap Ratio fH Z 7 1.4 8.1 84.0 49.0 23.29 36.38 28% Or 8 0.7 3.0 72.0 49.0 24.66 36.38 11% 0 ; J 0 0.0 0.0 72.0 49.0 24.66 36.38 0% U O 0 0.0 0.0 72.0 49.0 24.66 36.38 0% 0 '. 0 0.0 0.0 72.0 49.0 24.66 36.38 0% W = ! 0 0.0 0.0 72.0 49.0 24.66 36.38 0% -JE- N W W Load Beam Check 4.00x 2.750x 0.075 Fy = 50 ksi j A = 0.963 in2 E = 29,500 E3 ksi = d . Sx = 0.908 in3 Ix = 1.934 in4 F- _ Z "- Length = 106 inches Z O W Pallet Load 1300 lbs 2 m ' Assume 0.5 pallet load on each beam U p M = PL /8= 8.61 k -in. 0-- fb = 9.48 ksi Fb = 30 ksi 32% F' 1 Mcap = 27.24 k -in = W 36.33 k -in with 1/3 increase I- H Defl = 0.18 in = L/ 600 - p .Z w/ 25% added to one pallet load C.) M = .282 PL = 9.71 k -in 36% O I ' • Z TUKWitA AMMO -';, JUL - 2 2002 , 3. ,. : „. „, • , 17 . ....0.; . ; : 1 "f' , • LCA}G ONMON ; .;. 11.„4, . ,. , ., ... :,.sSva: a..f:: Iii.. J. jCJ..'s.r.......r......s4y ww«.wwwt .... ,.�....... ... r a rnrw.wv . trrr Hi..wuwv.{...:wn : ili: L' b v 1A r 'a r..:,+u °.. r)..._ ' - j . - r ,- °" ∎, 1 , { r l . f Base Plate Design 1 . Column Load 2.0 kips Allowable Soil 1500 psf basic Z Assume Footing 13.8 in square on side CC W 5 Soil Pressure 1500 psf Q W 5 U O N O . Bending: W W = J 1 Assume the concrete slab works as a beam that is fixed against rotation N u at the end of the base plate and is free to deflect at the extreme W 0 edge of the assumed footing, but not free to rotate. 2 g Mmax = w1A2 /3 N O Use 4 "square base plate H W ZF.. w = 10.4 psi 1 = 4.92 in 1-0 Load factor = 1.67 M = 140 # -in Zf' 2 ? ': 5 in thick slab f'c = 2500 psi Do s = 4.17 in3 fb = 34 psi • U co O Fb = 5(phi) (f'c = 163 psi OK ! ! 01- wW . Xv Shear Beam fv = 17 psi Fv = 85 psi OK ! ! (L I- - 0 Punching fv = 11 psi Fv = 170 psi OK ! ! Z tu N 1 _ • Base Plate Bending Use 0.375 " thick Z 1" 1 = 1.5 in w = 125 psi fb = 5984 psi Fb = 27000 psi OK !! . Il r i, - • - ifila.V1 ( 4140 t..4 • t n . '{ 'r . F2.1 666 1 l4 w.,,,,,iiiigi,c.,1, 'X r , �l�C � t ; F , M .. .. .. ... , .:( ...., r .. d'.. r. .... .a r../ ,.i.1h . 14n lr 2:, r :J , ... .... . ., ,.. _.. 4,:r. iFra..:+a' .. .. .i'1.7:iCl•4t1..::12 Y° .. .. �' � q 1 • } 1 % I" — -\ r— a ,r' i 1 Tube Section 06/13/02 i . , Depth 4.000 in Fy = 50 ksi Width 3.800 in E = 29 E3 KSI Thickness 0.1350 in R 0.1350 in ARM SECTION • Z Blank = 14.71 in wt = 6.8 pif A = 1.986 in2 • ,i— Z Ix = 4.814 in4 Sx = 2.407 in3 Rx = 1.557 in rL s ly = 4.448 in4 Sy = 2.341 in3 Ry = 1.496 in U O • W 0 a 3.4600 Web w/t 25.6296 L = 48 IN a bar 3.8650 FIg w/t 24.1481 L/r = 32 —J H b 3.2600 x bar 1.8325 Fa = 26.89 KSI 0 W O b bar 3.6650 m 2.3959 Pcap = 53.41 K Q 2 c 1.7300 x0 - 4.2284 Tcap = 59.58 K LL Q c bar 1.9325 J 7.1948 Mcap = 72.21 K -IN N D . u 0.3181 x web 1.9000 - Z t- W 1 gamma 1.0000 x lip 1.9000 Z = F. R' 0.2025 h/t 27.6296 0 H O Z I- : W j U 0 tft 0 F- 4 .. =W ~ H ' ll. O Z ' . U to H = ' O Z i 1 . } , 1 , 1 } I { . I "`YV I • ?. 't 6 Lka / F..p,i.o.0 I.,„ t } { i e column facing combined i % - i • - `t.i/ - vi i Cold Formed Channels Back -Back per 1997 UBC 06/14/02 Depth 9.000 in Fy = 50 ksi • Flange 2.500 in . Lip 1.000 in Thickness 0.1350 in Base Section - R 0.1350 in , Blank = 15.11 inx 2 wt = 13.9 plf Z A = 4.08 in2 1 2 • Ix = 46.86 in4 Sx = 10.414 in3 Rx = 3.389 in w ly = 3.28 in4 Sy = 1.760 in3 Ry = 0.897 in 6 m . J0 00 a 8.4600 Web w/t 62.6667 co 0 a bar 8.8650 Flg wit 14.5185 w H b 1.9600 x bar 0.6348 0 w b bar 2.3650 m 1.1250 w 0 c 0.7300 x0 - 1.7598 2 c bar 0.9325 J 0.0124 u_ Q u 0.3181 x web 0.7023 cn d P gamma 1.0000 x lip 1.7977 H w R' 0.2025 h/t 64.6667 Z lamda 0.3144 p 0.9550 b 1.96 0% Flange Reduction w W m0 WEB BENDING 50 ksi @ FLGS 47.00 ksi @ WEB 0 u) { k 4 lamda 1.3157 0 t i p 0.6330 be 5.355 37% Web Reduction 2 w • o -1.125 li -0.016 - 0.146516 I - u- , LOAD CAPACITY I eff = 46.864 in4 - U co S eff = 10.414 in3 26.04 k -ft Cap H /gars - /6t.' "� /�/�Z 14. r`' 1` tG -y Z *: T " . / / 06" ‘0# 5 7 . , .07 /11` tr,_ io ., 1/z - y ; yz k- J L4 i {` I � � Apr,/ G am/ � r�,:�F� , zii- , RA ij ! . i'4W4 7 71 '41 9 " ; A e 110, ate- At 4)4: i . u i /g [",,m,,, .. , ‘,6,77Xic rkr'rKZ��„ r t a 1 .'7. 7 <' 4 . .}. .. .. c. ,, .71 .....15.., /.. v.,. ".... ..wi;i;vt.:.., i �.`.U': , T •, ... .., " > _ ,, ,. ,.,,. _ Ll:.nv' 7 _ Y3$%LSx!LM;KY.l�W,a`�'w4.+1:• "r.. irrvrF«risrd. column load one side load both sides seismic w. • 1 �.. Engineered Products, Inc. .... r.,, r 1 t ' 10336`". Ave. S. ; ' Seattle, WA 98134 * \V " (206)682 -6596 - z FAX (206)682 E Jesse Swanson . � II J o . . Tuesday, April 27, 1999 N o' 1 u) w w= 1 J Tenant: La -Z -Bov C All ce 14"°0 u) o Location: 720 Andover Park East .. 2 . % Q Tukwila, WA 98188 SO- co = w KS 1— _ Notes 1-a 1-- o 1. All rack manufactured to RMI and/or MHI standards and ' o specifications. Oo - 2. Soil and slab: ww Soil: 1,500PSF (assumed) . 0 Slab: 5" thick, 2,500 PSI (assumed) ! z 3. Rack configuration, certification, and anchoring per Currie, Reihl, & w Associates g P S z 4. Sprinkler system per WSRB Report #A -1986 o 1 — r • P� Y P P z Coverage: .39 /4,500 sq.ft., 160 degree heads Materials commodity Class IV to 18' Commodity: Furniture, encapsulated to 6'6" from floor Non encapsulated 7' to 18' top of load , 5. Construction: Class 2, joisted masonry . 6. Ceiling Height: 25' { ciP 71 k - , JUN 2 6� oo2 PeRmir 'V7 ; t ER, G 1 J j x k 5`r% t b tu 144 )' , :. . .. .... .: . . ". •' ' .. _:.:. :.:.1ri..\__._.. __u.- u :.u..w>;......:...- ....:._.. ...i. -_.- aw , vwi...w.w....w..rr.uwn ___ ____ __________VY'__________ _______M p 0 2.- is5 .,,,,,,,,., 1, („27,,,:, i t , ► -_' , - - -- . -- �n"cw� . Stefani Spencer Permit Technician Xc: Permit File No D02 - 183 7 +.v F Bob Benedicto, Building Official r _ 1 � ,ii,.., ;y . ; i Y • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 " "` SY'YYM1'.M1HM11•.i�uLLN.. AW .: w•.iw- ww.r -w. w.e+ ._..,.. YW'- ` +•.e.w..•••....n:... ...._... .. ............•...rw.+w..aea.+n �y;W'14wlYMM>4- r1+��I�YYr�il�l�� (A Ail4 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -183 DATE: 6 -26 -02 PROJECT NAME: LA -Z -BOY a SITE ADDRESS: 720 ANDOVER PARK EAST cc W D X Original Plan Submittal Response to Incomplete Letter # t0-) o U) Response to Correction Letter # Revision # After Permit Is Issued -J I•- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6-27 -02 U p co I Complete Incomplete ❑ Not Applicable ❑ p F I Comments: 2 U H I LL Permit Center Use Only W N U — INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H • Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z I i TUES /THURS ROUTING: 1 ,( 1 i Please Route [vJ Structural Review Required ❑ No further Review Required 0 1 REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 7-25 -02 • I Approved ❑ Approved with Conditions f Not Approved (attach comments) ❑ - - Notation: REVIEWER'S INITIALS: DATE: 'y i _ ., t , Permit Center Use Only .A` ' ' �i ( CORRECTION LETTER MAILED: r ?' ; '• Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ' `r";?4,;,': , t , N t fi ` �t qqA� •L ihl k ^ {i}�l PERMIT COORD COPY '`t °' `. i Documents/routing slip.doc . ;; . 2-28-02 k . . _ — - -. - . - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -183 DATE: 6 -26 -02 APPROVALS OR CORRECTIONS: DUE DATE: 7 -25-02 { Approved ❑ Approved with Conditions ' Not Approved (attach comments) ❑ _. Notation: 'li r riA& REVIEWER'S INITIALS: t ' � DATE: v "' „ 1 Permit Center Use Only : CORRECTION LETTER MAILED: ? Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 10#50, y fi , Documents/routing slip.doc f A S 2- 28 -02a, .n. Y } , PERMIT NO.: I:)D2 16 3 TENANT NAME: LA- .r (Rct.cic.) BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status 0 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 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 r- ❑ 6 Follow -up # 10005 All permits, insp records & approved plans available UJ 0 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected Q ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified J U • ❑ 60 WA Ventilation/Indoor AQC inspector 0 0 • ❑ 70 NLEA I /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 — 1- 0 90 Resteel Building Division W ❑ 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 g J ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment Lt- P 10015 Engineered truss drawings & calcs shall be on site N ❑ 300 Concrete Slab /Slab Insulation ❑ g� g d ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have H W ❑ 10017 Subgrade preparation including drainage, excavation = ❑ 400 Shear Wall Nailing Z H ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire ❑ 500 Roof Sheathing Nailing retardant class of roof Z O ❑ 525 Plywood Deck Nailing 411 10019 All construction to be done in conformance w /approved LU uj ❑ 550 Exterior Wall Sheathing plans = 0 ❑ 600 Masonry Chimney U ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project CI 1- * 700 Framing ❑ 10021 All food preparation establishments must have King Co W l ❑ 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of s U ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete F- ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected U. E ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated CU ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected U ❑ 815 Lighting and Controls 4/ 10027 Validity of Permit I— ❑ 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 ofTNIC 16.04 ❑ 1115 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. t 1700 Final- Building ❑ 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 ❑ 1 0039 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 CD 4004 Special-Welding ❑ 10041 Ventilation is required for all new rooms & spaces ;1 ❑ 4005 Special -High- Strength Bolting { ' i` 0 4006 Special-Structural Masonry ❑ 1004 Fuel burning appliances ,° -,5 .... ❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043 .Appliances, which generate . ❑ 4008 Special-Insulating Conc Fill ❑ 10044 Water heater shall be anchored "t n "' - kF 0 4009 Special-Spray Fireproofing 10045 Reroof 4, t r , ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial ❑ 401 1 Special - Shotcrete improvement shall be anchored to prevent location" r . ❑ 401 Special-Grading, Excav /Fill jt �' v. 1 .a ❑ 4013 Special- Retaining Wall ‘.:2 �f j al, " 18111w ❑ 4014 Special- Panels Plan Reviewer: Dat v [/ l ,µ?T 't ,,,,. •-'. ❑ 4015 Special -Smoke Control System °Y `s i I Permit Tech: Date: ` , a �� i YON„ , s • . ■ r " ,. • 0 fliy� ' - ■ ' , — storage rack plan / . 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Z ZQ�� L 216' N N o � X -BRACE 3/16' BRACKET PLAN VIEW ,�- O L ARM v o ARM -O °/ U c W/ (4) 1/2 "95 PINS ORZ STR. T ORZ STR. T 3/161 U :: 4' in ' 4 2° TILT FROM HORZ co - o ' TOGA MAT'L Q COLUMN -BASE ELEVATION VIEW clry�cCi�(;D J CONNECTION DETAIL OP j'uk,O,4 4 J BASE SECTION ' RZ STR. , IRZ STR , ..., F-+ COLUMN SECTION (4)PIN CONN 2 ' JUN 6 )n Z N I. BASE , � BASE � r� BASE ARM DETAIL ° �Q Q � L !�r �E Nr Ep U J I— 106' 4 FRONT ELEVATION -- . i° SIDE ELEVATION _ - w�o�v�AS' / F.. '_ ` 0 COLUMN SECTION y = r 2 -1 /2'x 0,18' "`� FACE SECTION , . , �- TYPICAL DIAGONAL BRACE IS 1/2'95 ROD o FCt �8 W/ 1/2 "s5 GRD 5 BOLT EA END 1 '� Sl',. ,_r---E----i 1/8 P 1 @8 , STR UT IS C 3x 1 -5/8x 14ga 3/16' WEDGE SIDE PL COLUMN 3/16 V w "SIONAL W/ 1 /2 " GRD 5 BOLT EA END WELDED EACH SIDE � , , OF COLUMN v EXPIRES 10/281 ,j 1/4' TAB WELDED TO 1.._ 0,179 THK 1 , COLUMN TO CONNECT U BRACES D 2,5' 4 -7/8' 2,5 TR - :� 3/1 lOga FORMED A COLUMN SEC H❑RZ SUT END PLATE TION X 3/16 ► W El c 3/16 FORMED 1 2,5' 2,5" ,� q 1/2'� GRD 5 B ❑LT WEDGE BRACKET ' , 5/8 "0 ANCHOR BOLT @ Q I 4.5' I /*/ Z WELDED TO EACH 3/16 I EA END OF BASE A 1' o SIDE OF BASE SECTI ❑N ■ W BASE SECTION �P % I J ' � . F F W _1 W IOGA MAT'L BRACE DETAIL z ' - I I (1) 1/2 GRADE 5 BOLTS @ BASE 1/2'x1,5• CONN BAR Lu BASE SECTION w COLUMN -BASE CONNECTION :b02 1 t? 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