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HomeMy WebLinkAboutPermit D01-203 - EMSER TILE - STORAGE RACKEMSER TILE LLC 18401 CASCADE AVE SOUTH City o uwa ' of Tukwila � (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 788890 -0040 18401 CASCADE AV S AWSE DEVPERM RACKS 000 North: TUKWILA Contractor License No: COMMETS09306 OCCUPANT ESMER TILE Phone: 18401 CASCADE AV S, TUKWILA WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT JIM SUTTER Phone: 253 -229 -1667 2111 E LAKE SAMMAMISH PL SE, SAMMAMISH WA 98075 CONTRACTOR COMMERCIAL TENANT SERVICES Phone: 253 - 229 -1667 2111. LK SAMMAMISH PRWY SE, ISSAQUAH WA 98029 i • k**yk****** ***** lr************** * ** * *k ** * *** ** * * ** * * **k* * ** * * ***** * * * *•k *•k **** * * *•k * * **•k Permit Description: INSTALL RACK STORAGE. •k* * * * *•k k ** Ali **** k * ** * * ** * ** * * * * * * * * * * * ** * ** k** * * *•k ** * ** *** k• k * *•k * * * * * * * * * * * * *•k* * *•k *•k *•k Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time End Time Sanitary Side Sewer: N No Sewer Main Extension: N Private: N Public: Storm Drainage: N Street Use: N Water Main,Extension: N Private: N • Public: N ******************************************************** * * * * * *•k * * * *•k *k *•k * *** * * *k * *** TOTAL DEVELOPMENT PERMIT FEES: $ 43.28 i . . ********************** * *** * * * *** * ** *•k * * *•k / * * * ** * * ** ** * *** *****•k* ** *** k* ***** ** k * *** Permit Center Authorized Signature: • • I. hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development pe'mit. Prin Name: Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: DO1 -203 ISSUED 07/18/2001 01/14/2002 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Date : /7711:-Y Date : t i / /0/ This pe it shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. n:.U:naii:.'i •�.�:.�wi4l'L. Address: 1 8401 CASCADE E AV Suite: Tenant Type: DEVPERM . Ta rcey 1 ` #: 788890-0040 CI'I'i' OF : Tt.KWILA Permit t No: b03-203 Status.: ISSUED Applied.: 07/09/ 2003 Issued: 07/18/2001 ' Ar L.*: k **•k *•k*•k•k * *•k'k•kk*'k'k* fir"• k• k** k' k*; QA: k k•"• k' k• k*• k• k' k• k k •kk' "*` "kk•kkhk *•k *k•k'k:k•k:k k *•k'k' "'k* er , n r t : C o n d i t i o n s : 1'. No changes w i l 1. be made to the p lens unless approved by the Enaineer and the Tukwila Building Divi i c +ri. All conk tructiOn to, :done in conformance with aPPr oved plan_, and requirements of the Uniform Bui iding Code (1987 Edition) as amended, Uniform Mechanical Code (1997 Edition). and .Washinattm State Ener'v Code (19 7 Editions) ; Validity of Permit. The issuance of a permit or approval of plans,: speci.f and computations shall not be con - strued to :be a ctermi t for, or an approval of, any v i o l a t i o n of any Of the provisions of the building code or of any other ordinance of..the jurisdiction. No permit presuming to give author••ity'to violate or cancel the provisions of this , code slia 1 l ..: :be , valid.' All oermits;' inspection records.: and approved plans Shall be available at the, ¶oh:...;i tes..nri.or :.to the start o f any:-con- stric ion These documents to' be mainta ine+ and, awe t i I- ab.l unti 1. :.f ina1 iris.pectiori approvzl-- i > grtant-ed ` * * tEPARTMENT CONDITIONS. Theat:tache'd - 'set: of plans :have. been retriewe,d b.r: The Fire Prevention : Bureau and are acCeotab,lc with 't.he follc,wing c oncerns ;tarage may nit be Closet than ► inches in all directions to ,cei,l in+ hung "Space or Unit" heater - s.. (UFC 1109,2) Storage ma_+ closer than '1C ire %ties below sonink:ipr he:�a.ds ( {F.PA 13. In'• double row; 'racks with heights • `. of storage . ,up to and including : ,�, ` : ;ter++ `aver''age nominal 6" transverse e f l u e sr. ce between 'loads or at rack uprights ;shall be maintained. (NFPA 1 ^ ) 10 M a i n t a i n miri i mum longitudinal flue space between back' to back racks. ' (NFPA • 1 ; ) 1. Where storage~ height e.x;ceeds 15 feet . and ceiling sprinkler: only are installed, fire, protection by one of the following methods is r ~equ it e?d tor� steel building columns looted within racks (a)`one' -hour fire :proofing, ..(b) sidewall sprinklers at the 15 foot' elevation of the column, (c:) ceiling sprinkler density Minimums as determined by the Tukwila Fire Prevention Bureau. • (NFPA 13) I. Aisles leading to required exits =hall be provided from all portions of buildings. Aisles located within an accessible route of travel shall a l s o comply with the B u i l d i n g Code requirements for a c c e s s i b i l i t y . ( U C 1204,1) Depending on the classification of the commodity being stored and the size of the storage area smoke vents. small hose s t a t i o n s and curtain boards may be required by Table 81 -A of the Uniform Fire Code. Contact the Tukwila Fire Prevention Bureau for further information. a rt approved hose tttiori requires plen;s review. (Plans must be submitted to the Fire Marshal for approval prior to insta:1lation.) (City Ordinance #1.901) Racks des igned for high-pi led storage must comply w th sect ion22)7 of the .Uniform Building Code, Please contact the Tukw:i la. Building Department for deta is pertaining to'` design and installation standar ~ds: efrain from blockInq,.sprinkler coverage wi th she 1ving PAS >s ta ndard #i3 states that any ' she 'lying or decks in cess' of '4:feet in width will require installation of sprinklers thereunder High- piled. Combustible storage is combustible material: closely TpacF ed,pi.le . more than `12 feet °' in height or 'combustible' materials on 'pal lets, or in' racks more than 1.2 feet ,in height. For certain , 'special-hazard Commodi ties sucli as 'r ~ubber tires, p some flammable 1i (Jul ds idle; pal ' let -. etc the critical pii,e,height may be as low Y as f feet (UFC article 7 ? sec, 209-H) Contact : the , .Tukw i la Fire Prevention Bureau to wi tness all required inspections and tests. (WC 10.503) City Ordinance #1901) and #1901) This review limited to speculat °ive tenant space only - special:-fire ,may be ne`cessar y depending on °.detai led description . of intended ,. Any .overlooked ''hazardous cond t ion and /or violation of the adopted Fire Building ,..Codes 'ddes not imply approval Alf such condition .o.r violation. The' `plans: were reviewed by _c53- It You have any questions, pi eaW call the Tukwila Fire` Prevention Bureau at (206) 575-4407. hereby certify that I have read these' cond i ti ons and w i l l comply with them as outs fined. All provisions of law and orci inances governing this work; will be `complied with whether specified herein or not. The granting of this permit does not presume to give authority to t vio late or cancel the provisions of any other work or local laws regulating c nstrut.tion or the performance of work Date: t de7/ Project Name/Tenant: of Construction: Tax Parcel Number: < -) `�C:rl -. - P 11 1,..\,,C . Site Address (include suite number) ,, .-. City State /Zip: 7 k Building Square Feet: k1� existing No. of Stories: 1 Area of construction (sq ft): ':: Pho e: 2 ?)`� %7 -\C Property Owner: Fi •)2(d3L- -,� -i-IL' '-" c"JL-Ak -o 7- -(-:3 C1- ,l_.j' 1.1\ �...t;�\ C -� ( C-` S V-,:\ --- Street Address: r-, City State /Zip: L k L Cp-d r , 2 . 1 1 1 ' i \ ° s ' \ S: ..A: Z \ U C I S\--,-!•4.---% ) c:. -r L L: CJ- Fax N: Contractor: c- ic\� ` -t Ph ne• Street Address: City State /Zip: '2.I \1 -r-Z -- I--(,.. Th� .k C� \'v�t`m\vy Lr)� Fax It: _ ( 7r1∎ czX i(-) Architect: 4 Y1\C !\ ) ---Ac- ' Phone: C5 i 0) (\S" c J`l C Street Address: City State /Zip: I . r5 11 - V �- . 7- n■/- , r1•-\)L: (' A • Aha.L Fax #: (3( .D f (3 Engineer: / Phone: Street Address: City State /Zip: Fax II: Contact Person: =) i 11 . �. - C Phone: 3 22P, ((Co` ? Street Address: City State /Zip: Z.\\\ C— :.. - 1-t<. m,-, Qt rNs -• \c--E't t, A- ` A4 - Fax II: v t2( c i 1 i' ci Description of work to be done (please be specific): ;4.,,,,-\ h� 1C .Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family 7) Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College/University ❑ Other - Building Square Feet: k1� existing No. of Stories: 1 Area of construction (sq ft): Will there be a change of use? ❑ yes Ml. no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 74 yes ❑ no Existing fire protection features: g sprinklers 131 automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes C no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF T UrVI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: DI 203 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage El Street Use ❑ Water Meter /Exempt II: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Curb cut /Access /Sidewalk Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. 1 his figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application a cepted: Date application expires: 1- g -ol Applic•atio i -taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM I I /30/0r) cip'rusii.duc• .......��. . . BUILDING OWNS OR AUTHORIZED AGENT: Si attire: Date: n `o‘. lD l Pri It nain �' -�� -S Phone z�'21 2z� l (C/ ? Fax ti: e- 3S1 S z0 ddres s2 --1A\ p) City /Sl ate /Zip APPLICATION MUST ilt SUfMltttb WITH 11-It FOLLOWING: • 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 SUBMI I LED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form I-I -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing (ire 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) Z 9. Identify location and size of existing Trees that are located in sensitive areas and buffer (Ttv1C 18.45.040), of those, I • identify by Size and species which are to be removed and saved al 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use CC 2 only) -I U 1 Location and gross floor area of existing structure with dimensions and setback U 1. 12. Lowest finished floor elevation (if in flood control zone) CO w 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form 1 -1 -9). _J _ F- E/ 0 Floor plan: show location of tenant space with proposed use of each room labeled W O ❑ El Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of J any hazardous materials; dimensions of proposed tenant space. u- D CO d F- El El Vicinity Map showing location of site = w _ Ei a Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z1-- E- O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of W uj u j rack. Structural calculations are required for rack storage eight feet and over. ? Q El El Indicate proposed construction of tenant space or addition and walls being demolished U U p _ ❑ i— ❑ ❑ Construction details = W i— U ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water u- ~O supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed Ili Z sprinkler system design criteria as identified by the Fire Department. U 2 O I— ❑ ❑ Washington Slate Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ 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 fi -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11130 on � ry,rrmitdur Z glairemb ',Allow vow. !'a x �?rottr s :vA•ir*:..en.�'N?.1.m�s r��"hs�...x� •N � rr nw- sa:•an r t. y .: ?;:7 *Y t " 4 '���� .j � y NV i i �� "` iiitr l ' a ii'4 j; t f: P ***, * * * ; *** ** ** ******** **** *Ali******************** * * * *** * ** :1)%0F ( .IUKW1LA, ' WW 1 TRANSMIT *******: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * *x * ** RANSM I F Number: " 80100855 " Amount 43.28 07/09/01 09:18 I aymOlt:_M €t,hod: CHECK Notations COMMERCIAL I F. NAN In t : BLFI Pc rm, Nc) . U01.- 20.3. , :4/pc:: PE.VPERM . [DEVELOPMENT PERMIT Parcel l No : 788890.004 0 i Le : Add res 3.: ` 18401 ' CASCADE:. AV S Total Fees: 4:i:2.F3. 43;.28 Total .ALL Pmts: 43.28 Balance: : .00 * C* *461c ae101/4 i **** * * ** * *** Eck * ** *** *** * ** * * * ** * ** * * ** *** ** ** cc,ount, 'Code:' fader i pL I on Amount 00/322.100: BUILDING ,NONRC=S .. 2:3.50 000/34 830 - PLAN CHECK - NONRE 5 1.5.28 100/ STATE BUILDING SURCHARGE 4.50 65'1 9 07/10 9710,. TOThL , : Wes': J U` U 0; CO U; to W W.=";" J H, W 0 ;. • �J. I- • W z. • z� z 0 U . • • ;W W U; u.. 0' •Lii . 0. U ,: 0 17' /hi ill -<5e,fe..--17(e Ton on: . . Addie e l/sex/6 Av Date called: . instructions: . Special instructions. Date wanted: . t k / / ,..... a-4 p:m. Requester: I 1/1/1 Phone: levc,7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. ri Corrections required prior to approval. Inspector:r jtiA, fir D ate: 1 I LII $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . • , Project: &mtse,� l! �e_ Type of Ins tion: "(r al / A obi l.Ct see L :. 4 v S Date l /oI Special instructions: • Dee winted: ini lb Re ue r• q tf Ph� p 5 3- D_..9.....11,160.1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 M1r -1:" 'ki:.J:�; n'r.: ; :« ?'s�:�t:ri "z,?yxitj:' 1st «ir7Ys:::B'�S:o «i.e P1 . ..? +?i� PERMIT N (206)431 -3670 COMMENTS: , , cite,. .1/ 4,9,5e c. -?-14 12-0/AJ5 n Approved per applicable codes. $47. REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter B '., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. r .}; .. ._.. ..... �t r.�•^' -� . • �T< .:H'eY COMMENTS: } 6S C i tin . 1.4-- 5 vs r i Date calle / i D ate S pecial instructions: PO - 7/0 J :4 42 ' 4C4 I, A.cod c `.0o• 2 c- ri)v\o1 -e renu r'C+f I S N -e ec � b ,a. - /(0 bdh-4 ■ Oy)9/);i4e CoYv erS 16- - -i-v looct 51 n l P row Y'a ji S - 1 -- A o too 4 \ct v-e. 6 ),1e !v, sVpeor+ cc'f i Yt r- cer -Pv►Ct .,) .) e y' 1 1�'�- ' , i - 0r� .e tl Yl e iQ U' lA ) Q \ �l 4nC� 1 I O V" .`_) 0 t i v, - ` cal e s !i-A- kci v Q . Projgct: " /� Type of Inip�ection: A res . Oi C ( q Date calle / i D ate S pecial instructions: PO - 7/0 J :4 42 ' 4C4 I, A.cod c `.0o• I f Q o (or wanted: a.m. (3 / 01 AO Requ ter? � b ,a. - /(0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION \ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicab \code INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 Corrections required prior to approval. 01 Inspector: J4D , $ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: -"Date: ;h T 12 ) [ C ni�4,/... :4v': Sti.'4f/dwl 4r; �';' y \ 4 7! 54 .r✓R `' ���, !s" T • Y3 : &£ ' '' ra 1.. c`� n :*i ka3 aiwf s . �r 5 . : ?7 s N `>'. a. ��: F 1t ::s : a c . iGF 4 C1.1'1. .i Lti n�>r�..�x /! ::1 . fJ. A x.4+. �� i 't .`,1 �7. Ir . ..t . r .. i.�{,i'1 t nf_ nY .A•.' ! tut. � :iCt?n:, i}� .7c..r:.At +. dn-�wz n.�::k *&�c -fir . ,, 7;. L;` .+hr�� >` Retain current inspection.._ schedule .; } Needs shift inspection Approved without correction notice Approved with correction notice issued • Sprinklers: FINALAPP.FRM 11. 1_11 ?„./ Authorized Signature Guy of Tukwila Fire Department Fire Alarm: Hood & Duct: f Halon: Monitor: Pre -Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name r'✓v/Si2. ! 1 C.-.,1 Address /S`-/J I ( A S (4 i) F A V. 5 S` t - 5'N 771 , '„ . .. , -. t ,. C ! ., �^ ; r�.. �;yt,,. ■. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. b0 02423)- 7/3// / Da Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z H z 6 00 CD J H c n LL wO 2 J � Q V) _ I a F•• W Z I I-. )- 0 Z in O 0 O N O I- W W Z u.i O ff' Z • SEP -24 -2001 15; 09 "IMSER I NTERNP T I OVAL. Sep-V4 -01 07:.^.OA 14L h ;d C Scan /lay &rneer'L'il 8431 Santa Monica Blvd. Los Angeles, CA 9UU69 Re: Pallet Rack Syrlem in Seattle, WA have rtwiewsd the detail you provided; showing 2 new holes being drilled in ri l plate, of six of your rack uprights. it is acceptable to add these hole and you cart use this loiter as my authorization to proofed, if you require additional information or have additional yuesitiurtti, pleuac ,give I11C u cilli, KL Wood Engineerins Inc. Kenneth Wood, ['E I understand that :'r.:-: Check approvals are subject to errors and omissions and approval of • plans does not authorize the violation of any adopted code or ordinance. Receipt of con- ; tractor's co ::;i ;s acknowledged. Permit No.. D • • to3 Exp. Date: 11/23/2002 CITY OF TUKW LA APPROVED SEP 252001 AS NOT D1�1G DIVTSI 11 07 W. Colorado Ayr., Suite 221 • Odorant) ►prinks, C01 Phomr (719) 4714495$ • Tux; (719) 47141483 • klwettyirw; iota Scptanbcr 24, 200L P.01/01 r. 01 RECEIVED CITY OF TUKWILA SEP 2 5 2001 SIT > TOTAL P.01 JO/26 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • • • CITY Of T tKWj iPPROVI D SEP 2 5 ?001 AS NOT istnurvls • • 41e t RE CITY c SEP PERM C EIVED F TUKWILA 5 2001 CENTER L0'd 1H101 y,. 5 toe Viso/ CITY OF TUKWILA APPROVED SEP 252001 AS NOTED ■ Outryr VG Divrsft 'DP v I rw flaw RECEIVED CITY OF TUKWILA SEP 2 5 2001 PERMIT CENTER • • SM.T' INST LLfL 't'l2ao} ap+ck ' pool • • News Mr One • 7 ,PT Tnn7_M7..Jac •sia':��,� i'4'.�i, \' +: °;�a�'.:arr;rlic� rr.�.s';.:.u. rtc:i....:.t " - °:'i W, aa g J V. U w ° W = ; J H WO u. ¢ 0 I a I- III Z �. zO W . uj o - O F- w • w; Ili o 0 : 6/20/2001 plate thickness T L 3.5 Base Plate Thickness Allowable bending stress Fb = 27 ksi Pmax = 12.1 kips cXXXxxxxXXxX*xXCXXXXXXXXXXXXXXC 41 4 - 11 0. 4 - 10 w 12 Sx= bdA2l6 T =d ASD bending Existing Plate Size 7 5 New Plate Size 12 12 w = pressure under plate w = Pmax / plate area w = 0.084 ksi Bending in section beyond existing plate Mb= wLA2 / Mb = 0.515 In -kips Sx Fb = Mb T =V6 Mb / b Fb T = 0.338 Inches EXPIRES 11/23/02. LO 3 CITY OF TUKWItA APPROVED in n 1 7 2301 . , a lit . s ftt ETT. --i l:iT IEF7F RECEIVED CITY OF TUKWILA JUL 092001 PERMIT CENTER STORAGE RACKS DRIVE -IN RACKS CANTILEVER RACKS MEZZANINES CONVEYORS CAROUSELS STEEL SHELVING MOVABLE SHELVING STORAGE TANKS MODULAR OFFICES GONDOLAS BOOKSTACKS SEIZMIC MATERIAL .HANDLING ENGINEERING EST. 1985 CITY APPROVALS STATE APPROVALS PERMITTING SERVICES PRODUCT TESTING FIELD INSPECTION SPECIAL FABRICATION ALASKA NEVADA ARIZONA NEW MEXICO CALIFORNIA OREGON COLORADO PENNSYLVANIA IDAHO UTAH MISSOURI WASHINGTON f SEISMIC ANALYSIS OF STORAGE RACKS FOR EMSER TILE SEATTLE, WA. #01 -0871 %f /,.//..% %% ;�f % % /% %/,f /2in,:y %/ / /i /!/ %' /f l / /1 % % /i %I % / % 1// "//r %%!/ZA.r. "MO.1 ,/,l / /f %AOK /. /f 1 04 iii 01 ;7 / //ivy 744000 0 a - Ct3OL ,4PPt CPAID 5""7C1tCig`' hi FIECFIVED CITY OF TUKWILA JUL 09 2001 PERMIT CENTER 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869 -0989 • FAX: (909)869 -098 • Z 65' J U; UO ' N.W W= N UL W O.. : • D = W. : Z W W. :2 n U c:f ' O � ' W Iu'. m: .. Z W • U O :Z r a rE7I ll e ll l INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMS' =R TILE FOR ALPINE EQUIPMENT SHEET NO. 2 OF 15 CALCULATED BY BOB S. DATE, 06 -07 -2001 TABLE OF CONTENTS DESCRIPTION PAGE # COVER SHEET 1 TABLE OF CONTENTS 2 SCOPE 2 PARAMETERS 3 CONFIGURATIONS 4 - 4 COMPONENTS & SPECS. 5- 6 LOADS AND DISTRIBUTION 7 LONGITUDINAL ANALYSIS 8 COLUMN 9 BEAM 10 BEAM TO COLUMN 11 BRACING 12 OVERTURNING 13 BASE PLATE 14 SLAB & SOIL 15 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. r INC MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMSFR TILE FOR ALF...E EQUIPMENT SHEET NO. 3 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 PARAMETERS: STORAGE RACKS CONSIST OF SEVERAL BAYS, INTERCONNECTED IN ONE OR BOTH DIRECTIONS WITH THE COLUMNS OF THE VERTICAL FRAMES BEING COMMON BETWEEN ANY ADJACENT BAYS. THE ANALYSIS WILL FOCUS ON A TRIBUTARY BAY TO BE ANALYZED IN BOTH LONGITUDINAL AND TRANSVERSE DIRECTION. STABILITY LONGITUDINALLY IS DEPENDANT ON BEAM TO COLUMN MOMENT, WHILE THE BRACING ACT TRANSVERSELY. 1. COLUMN. 2. BEAM. 3. BEAM TO COLUMN. 4. BASE PLATE. 5. HORIZONTAL BRACING. 6. DIAGONAL BRACING. 7. BACK CONNECTOR. TRIBUTARY AREA TRANSVERSE LONGITUDINAL TOP VIEW INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMr - R TILE FOR ALPINE EQUIPMENT SHEET NO. 4 OF 1 5 CALCULATED BY BOB S. DATE 06 -07 -2001 CONFIGURATIONS 21 216" 4 " 4" 4 " 4 " TYPE 1 -S /R 6" 4,600 lb. 4 4,600 lb. 3 4,600 lb. 2 4,600 lb. 1 96" TYPE 1 -D /R 6,000 lb. 6,000 lb. 6,000 lb. 6,000 lb. 4[ 36 "-'I' 96" ---- I` 36" -I' fi i7011tCdY+ SS' Ilf'Fi::.w44 eSk wH' LvktNM1L`t }YlV NV!IC' 1 9,260 ib. 24,438 in.lb. 25,694 in.lb. <-req'd H.D. conn. 2 6,945 lb. 22,950 in.lb. 22,400 in.lb. <-std.conn. 3 4,630 lb. 17,850 in.lb. 16,025 in.lb. <-std.conn. 4 2,315 lb. 10,200 in.lb. 7,100 in.lb. <-std.conn. TYPE 1 -S /R DESIGN LOAD = 4600# BASE PLATE COLUMN BEAM 12 X 12 X .5 Mbase = 24437 in.lb. V COLUMN 3X3X12GA. STRESS =1.26 5 x 2-1/2 x 14 ga. MAX LOAD/LEVEL = 6,771 lb. BEAM IS O.K. V OVERTURNING BRACING SLAB & SOIL V ANCHOR STRESS = 0.82 # OF ANCHORS = 4 HORIZONTAL V 1X1-3/8X14 GA. STRESS = 0.48 DIAGONAL V 1X1-3/8X14 GA. STRESS = 1.08 PUNCT. STRESS = 1.05 BENDING STRESS =1.32 V r INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMc' TILE FOR ALI -oIE EQUIPMENT SHEET NO 5 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 TYPE 1 -S /R SPECIFICATION - MAIN STEEL - BASE PLATE STEEL SECTION 50000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5.5" X 2500 PSI. REINFORCEI 2 - SOIL BEARING PRESSURE 2000 PSF - SEISMIC ZONE 3. - TYPE = SINGLE ROW UNITS. AXIAL FORCE 6" 4 4 " 43" 7 4,600 lb. 4 4,600 lb. 3 4,600 lb. 2 4,600 lb. 1 8 _ # 637 3 " 425 3" 4 " 212# -to 4Z" N 96" Iu= 96" MOMENT BEAM MOMENT fi 36" 4 1 081# 811# 540# 270# ..� fir. Tt�+Yf��Y: i •,4A ^!a.!'t �,hil`+�$i�i >�u�} 1 =}. is z ~ Z J U 00 wI U) u_ w �Q co I d • • Z � I— 0 Z I— w • w U � 0- O I-- w W w z U = O Z 1 12,100 lb. 16,098 in.lb. 17,608 in.lb. <-std.conn. 2 9,075 lb. 15,118 in.lb. 15,439 in.lb. <-std.conn. 3 6,050 lb. 11,759 in.lb. 11,239 in.lb. <-std.conn. 4 3,025 lb. 6,719 in.lb. 5,360 in.lb. <-std.conn. TYPE 1 -D /R DESIGN LOAD = 6000# BASE PLATE COLUMN BEAM J 12 X 12 X .5 Mbase = 16098 in.lb. -/ COLUMN 3X3X12GA. STRESS =1.13 5 x 2-1/2 x 14 ga. MAX LOAD /LEVEL = 6,771 lb. BEAM IS O.K. V OVERTURNING BRACING SLAB & SOIL .‘/ ANCHOR STRESS = 0.18 # OF ANCHORS = 2 HORIZONTAL .4 1X1-3/8X14 GA. STRESS = 0.32 DIAGONAL .J 1X1-3/8X14 GA. STRESS = 0.71 PUNCT. STRESS = 0.95 BENDING STRESS =1.11 V SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMS TILE FOR ALI- 01E EQUIPMENT SHEET NO 6 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 TYPE 1 -D /R SPECIFICATION - MAIN STEEL - BASE PLATE STEEL 50000 PSI 36000 PSI - ANCHOR - WEDGE TYPE 1/2 x 3-1/2 - FLOOR SLAB 5.5" X 2500 PSI. REINFORCEI 2 - SOIL BEARING PRESSURE 2000 PSF - SEISMIC ZONE 3. TYPE = INTERCONNECTED UNITS. SECTION AXIAL FORCE , 6" " 4 " 6,000 lb. 4 6,000 lb. 3 6,000 lb. 2 6,000 lb. 1 559#' 3 " 279, " 4" 139# 4Z" 96" Iu= 96" MOMENT BEAM MOMENT 7 =i �:# 356# 178# Misr ". + 9ar SEIZMIC INC. \ , MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA •. CA 91768 PROJECT EMSFR TILE FOR ALP. .c EQUIPMENT SHEET NO 7 OF 15 CALCULATED BY BOB S. DATE 06-07 -2001 LOADS & DISTRIBUTION :TYPE 1 -D /R _ LIVE LOAD PER SHELF = WII = 6,000 lb (BASED ON CLIENT SUPPLIED DATA) DEAD LOAD PER SHELF = WdI = 50 lb TOTAL LOAD PER FRAME = 24,200 lb SEISMIC SHEAR BASED ON SECTION 1630.2.1 OF THE 1997 UBC WHERE V = ((2.5 x Ca x I) / R) x Wtotal Wtotal = (WII /2 + WdI) x n n = # of shelves Seismic Zone = 3 I = 1 Ca = 0.36 R(Iong) = 5.6 R(trans) = 4.4 Soil Coef. = Sd 2 LONGITUDIAL DIRECTION Vlong = (2.5 x 0.36 x 1)/(5.6) x W) / 1.4 = 1401 lb w/ working stress reduction Fi = VWhi / EWh TRANSVERSE DIRECTION Vtrans = (2.5 x 0.36 x 1)/(4.4) x W / 1.4 = 1782 lb w/ working stress reduction Fi = VWhi / EWh TOTAL FRAME LOAD = 24,200 lb. 6" 4 6,000 lb. 3 6,000 lb. 2 6,000 lb. 1 6,000 lb. 559# 'I' 96" ----k Iu= 96" fi 36" -k 712# 534# 356# 178# - 419# 279# 139# i.;:skWe;aY;t'x tiliFr✓ tSF6trn;k t0 a15i�xG.W'4dfxV' +NX7C➢a7�fi3}u� ifu3�FnJu4 c �'SStwi3YRF,.''i. r INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMSFR TILE FOR ALI- ..1E EQUIPMENT SHEET NO: 8 OF 15 CALCULATED BY BOB S . DATE, 06 -07 -2001 LONGITUDINAL ANALYSIS :TYPE 1 -D/R THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID - HEIGHT BETWEEN BEAMS, EXCEPT FOR THE LOWEST PORTION, WHERE THE BASE PLATE PROVIDES ONLY PARTIAL FIXITY, THE CONTRA FLEXURE IS ASSUMED TO OCCUR CLOSER TO THE BASE.(OR AT THE BASE FOR PINNED CONDITION, WHERE THE BASE PLATE CANNOT CARRY MOMENT). Vlong =. 2 * Vcoi = 1,4 lb. Vcol = 700 lb. F 1 = 70 1b. F 2 = 140 lb. F3= 2101b. F 4 = 280 lb. BASE PROVIDE PARTIAL FIXITY. SEE BASE PLATE SHT. Mbase = 16098 in.lb. Mupper + Miower = Mconn'R' + Mconn'L' Mconn'R' = Mconn'L' Mconn * 2 = Mupper + Mlower Mconn = [Mupper + Wowed/2 RESULTING FORCES ON COLUMN SECTION AXIAL LOAD MOMENT 1 12100 16098 2 9075 15118 3 6050 11758 4 3025 6719 Mconn 17608 15438 11239 48 in. 48 in. Mconn "L" Mupper L M lower ,, I'./ , g SLAB Beam to Col. Conn. Col. to slab. } Mconn 'PL' °dra ;:<57t 1. c. ia. dr&....,. k w*, F: �1} t7,.cla. ✓('Y%. ":.2�SNted 'is i } fi31�,+'1�++ .n'�<s'�;l:.bki �ViSY P wfU�iti • � SEIZM IC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMSPR TILE FOR ALI- .. 4E EQUIPMENT SHEET N0. 9 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 COLUMN ANALYSIS :TYPE 1 -D/R COLUMN IS ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. Pmax = 12,100 Ib. Mmax = 16,098 in.Ib. Kxlx /rx = 1.2 * 46 / 1.304 = 42.3 <- GOVERNS Kyly/ry = .8 * 42 / 1.08= 31.1 Cc = (2rrA2E/Fy)A.5 = 107.0 SINCE KI /r <= Cc, Fa = .522Fy - [(kI /r *Fy)/1494]A2 = 24,093 psi. fa = Pmax /Area = 13,224 .psi. fb = Mmax /Sx = 14,635 psi. fa /Fa = 0.55 >.15 F'e = 12TrA2E /23(KxIx /rx)A2 F'e = 83,335 psi. Fb = .6 *Fy = 30,000 psi. Cm *fb /Fb[1- fa /F'e] = 0.58 COMBINED STRESS = 1.13 k—c SECTION PROPERTIES A =3" B =3" C =.75" D =0" E =0" Wt. =0# t1 = .1046" t2 =0" Area = .915 "A2 I x = 1:65 "A4 I y = 1.1"A4 Sx = 1.1"A3 Sy = .73 "A3 rx = 1.304" ry = 1.08" Front View S de View 42" 42" .=t ...��.� . �.: tii:, l::;: �riii� 't.3o+Jh.v��'a�•�'•'�:�c.54:: i'iit';., 4 S INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMFcR TILE FOR ALI- EQUIPMENT SHEET NO. 10 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 BEAM ANALYSIS :TYPE 1 -D /R BEAM TO COLUMN CONNECTIONS PROVIDE ADEQUATE MOMENT CAPACITY TO STABLIZE THE SYSTEM, ALTHOUGH IT DOES NOT PROVIDE 100% FIXITY. THUS, THE BEAMS WILL BE ANALYSED ASSUMING THEY HAVE PINNED ENDS. FOR THE COMPUTATION OF BEAM TO COL. MOMENT CAPACITY, THE PARTIAL FIXITY OF THE BEAM,(ASSUMED AT AN ARBITRARY 25% OF THE FIXED END MOMENT OR 2,000 in.Ib. WHICH EVER IS SMALLER) WILL BE ADDED. I act = 96.0 in. I max = [1950 + 1200(M1 /M2)]b /Fy SINCE .M1/M2 = 1.0 Imax = 3150 *b /Fy = 158 in. SINCE Imax > lact Fb = .60Fy = 30,000 psi. MAXIMUM STATIC LOAD PER LEVEL DEPENDS ON 1) BENDING CAPACITY M = Sx* Fb = wIA2 /8 = 45705 in. CAPACITY = 2(8 *M /I) = 6771 lb. 2) MAXIMUM ALLOWABLE DEFLECTION (L/180). A = 5wlA4/384EI CAPACITY = 2[(384E1)/(5 *180 *1A2)] = 104031b. MAXIMUM STATIC LOAD PER LEVEL IS 6,771 lb. ALLOWABLE AND ACTUAL BENDING MOMENT AT EACH LEVEL. Mstatic = wIA2 /8 = LIVE.LOAD *L/(2 *8) Mallow(static) = Sx * Fb Mimpact = 1.125 *Mstatic Mallow(seismic) = 1.33 * Sx * Fb Mseismic = Mconn (SEE LONG. ANALYSIS) LEVEL Mstatic Mimpact Mallow Mseismic Mallow RESULT 1.125 Mstatic (static) (seismic) 1 36000 40500 45704 17608 60939 GOOD 2 36000 40500 45704 15438 60939 GOOD 3 36000 40500 45704 11239 60939 GOOD 4 36000 40500 45704 5359 60939 GOOD 5' Sx = 1.524 in.A3 Ix = 3.809 in.A4 axt :414 SEIZMIC lNC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 BEAM TO COLUMN CONNECTION Mconn= ( Mlower + Mupper )/2 + Mend CAPACITY OF CONNECTOR a) SHEAR CAPACITY OF 7/16" DIA. STUD Area = .4375 ^2rr /4 = .150 " ^2 Fy = 50,000 psi Pmax = 3,000# b) BEARING ON COLUMN Abrg. =t* D t =.0747 min. =.5 *t Fu =60,000 psi min. Pmax brg. = Area * Fbearing �.5t *2.22 *Fu = 4,975# > 3,000# c) MOMENT CAPACITY OF BRACKET S bracket = .110 " ^3 Mcap = S * Fbending = .110 *.66 *Fy C = Mcap /.75 = 1.67 P1 P1 = .798 Mcap _ = .0872 Fy 4,360#> 3,000# _ _ _ _ SINCE PLUG GOVERNS P1= 3,000# 3 "/ 1 "eff. Mconn. cap.= P1 * 4.5 + P2 * 2.5 + P3 * .5 = 5.94* 3,000# *1.33 = 23,778 "# 1 5/8" =7ga. !mil Sbracket = .110 " "3 EMSFR TILE ALI- .,JE EQUIPMENT 11 BOB S. PROJECT FOR SHEET NO. CALCULATED BY BEAM TO COLUP4 CONNECTION C OF 1 5 DATE 06 -07 -2001 1/2" C= P1 +P2 +P3 P1 + (2.5/4.5)P1 + (.5/4.5)P1 = 1.67 P1 ' ...,o- Li±,''" U.4a+r„offti6: %i r INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMSFR TILE FOR AL' .E EQUIPMENT SHEET NO. 12 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 TRANSVERSE ANALYSIS : BRACING :TYPE 1 -D /R IT IS ASSUMED THAT THE LOWER PANEL RESISTS THE FRAME SHEAR IN TENSION AND COMPRESSION. IF HORIZONTAL AND DIAGONAL MEMBERS ARE THE SAME, ANALYSIS WILL BE DONE ON THE DIAGONAL MEMBER AS IT WILL GOVERN. DIAGONAL BRACING : COMPRESSION MEMBER L diag. = [(L- 6)A2 +(D- 2 *Bcol)A2 }A.5 = 46.8 Vdiag = Vtrans * Ldiag. / D = 2318# kI /rmin = [ 1 *46.8]/.422 = 111.0 Fa = [12rrA2E] /[23(kI /r)A2] = 12109 psi. fa /Fa = Vdiag /(Area *Fa) = 0.71 D= 36" DIAGONAL AND HORIZONTAL BRACING H Area= .269 "A2 rmin= .422 " t= .0747 W= 1 " Fl= 1.3 7 5 " SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMSER TILE FOR ALF..c EQUIPMENT SHEET NO. 13 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 OVERTURNING :TYPE 1 -D /R ANALYSIS OF OVERTURNING WILL BE BASED ON SECTION 222.2;.7.1 OF THE 199 +'Uniform Building Code. FULLY LOADED TOP SHELF LOADED TOTAL SHEAR = 1781 lb. Mot = Vtrans * ht * 1.15 = 1781 * 165 * 1.15 = 295002 in.Ib. Mst = aWp +.85wDL) *d/2 = ( 24000 +.85 * 200) * 36/2 = 432000 in.Ib. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT SHEAR = 445 lb. Mot = Vtop * h * 1.15 = 445 *192 *1.15 = 98334 in.Ib. Mst = (Wp +wDL) * d/2 = ( 6000 +.85 * 200) * 36/2 = 108000 in.lb. Puplift = 1(Mot - Mst) /d Puplift <= 0 NO UPLIFT USE 2 ea. 1/2 x 3-1/2 MIN. EMBED. ANCHOR. CAPACITY OF 1/2 x 3-1/2 = 1164 lb. PULLOUT & 2447 lb. SHEAR COMBINED STRESS1 = 0 / 2328 + 890 / 4894 = 0.18 COMBINED STRESS2 = 0 / 2328 + 222 / 4894 = 0.05 fi 36"4 712# 534# 356# 178# 4 ;;rf+'L ✓tY�tPji SXd ' ,'7 y .7L�.Wwv.+ %4S3S;�YX w'S h`.f ' til ft4 p' niie7sAik:12 :V. :Kt3,; SEISMIC . _1 INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 PROJECT EMCCR TILE FOR ALt- olE EQUIPMENT SHEET NO 14 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 BASE PLATE :TYPE 1 -D /R BASE PLATE WILL BE ANALYZED WITH THE RECTANGULAR STRESS RESULTING FROM THE VERTICAL LOAD P, COMBINED WITH THE TRIANGULAR STRESSES RESULTING FROM THE MOMENT Mb (IF ANY). THERE ARE 3 CRITERIA IN DETERMINING Mb. THEY ARE 1) MOMENT CAPACITY OF THE BASE PLATE, 2) MOMENT CAPACITY OF THE ANCHOR BOLTS, AND 3) Vh /2 (FULL FIXITY). Mb IS THE SMALLEST VALUE OBTAINED FROM THE 3 CRITERIA ABOVE. Pcol = .1 1b. B = 12 in. Mb = 16098 in.Ib. P/A = Pcol /(D *B) = 84.02 psi. M/S = Mb /((D *BA2)/6) = 55.89 psi. fb2 = 2b/B*fb = 41.92 psi. fb1 = fb -fb2 = 13.97 psi. Mbase = wb1 A2/2 = b1 A2/2[ fa + fb1 + .67fb2] Mbase = 1275.2 in.lb. Sbase = 1 *tA2 /6 = 0.0417 in.A3 Fbase = .75Fy * 1.33 = 36000 psi. fb /Fb = Mbase /(Sbase *Fbase) = .85 ANCHOR TENSION EMo = T *d2= [Mbase- Pcol *b /2] T = Mbase /d2 - Pcol *b /2d2 T = -316 lb. D = 12 in. b= 3 in. t = .5 in. b1 = 4.5 in. fa d2 d1 Pool Mbase d1 SEIZMIC INC. MATERIAL HANDLING ENGINEERING TEL: (909)869 -0989 • FAX: (909)869 -0981 161 ATLANTIC STREET • POMONA • CA 91768 SLAB AND SOIL :TYPE 1 -D /R THE SLAB IS CHECKED FOR PUNCTURE STRESS. IF NO PUNCTURE OCCURS, IT WILL BE ASSUMED TO DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL AND HENCE, WILL ACT AS A FOOTING. (a) PUNCTURE Pmax = 1.4 DEAD LOAD + 1.7 LIVE LOAD Pmax = 1.4 * Pcol + 1.7 * (Mot /d) = 30,871 lb. Fpunct = 2 *sgrt(f'c) = 100.0 psi. Apunct = [(w +t/2) +(d +t /2)] *2 *t = 324.5 in.A2 fv /Fv = Pmax /(Apunct *Fpunct) = 0.95 (b) SLAB TENSION Asoil = Pmax /(1.33 * fsoil) = 11.58 ft.A2 = 1,667 in.A2 L = sqrt(Asoil) = 40.8 in. B = sqrt(w*d) + t = 17.5 in. b = (L -B) /2 = 11.7 in. Mconc = wbA2/2 = (1.33 *fsoil *bA2) /(144 *2) = 1,259.8 in.lb. Sconc = 1 *t^2 /6 = 5.04 in.A3 Fconc = 50 *sgrt(f'c) = 225.00 psi. fb /Fb = Mconc /(Sconc *Fconc) = 1.11 PROJECT EMSER TILE F ALP i EQUIPMENT SHEET NO. 15 OF 15 CALCULATED BY BOB S. DATE 06 -07 -2001 B L BASE PLATE w = 12 in. d = 12 in. CONCRETE t = 5.5 in. f'c = 2500 psi. SOIL fs = 2000 psf. t aM+1F laN:W0.17xMR Revision No. Date Received Staff Initials Date Issued Staff initials I Summary of Revision: _._1 . . • Received By: Revision No. • ' Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: _._1 . . Received By: Revision No. Date Received Date Received Staff Initials Date Issued Staff Initials 1 I .... _._1 . . Summary of Revision: Received By: • Revision No. Date Received Staff Initials Date Issued • Staff Initials r Summary of Revision: Received By: PROJECT NAME: - 7746 PERM! ■10:. Original Issue Date: ____„ Site Address: le'5%1 / Ai - Revision • No.. Summary of Revision: •C -6-rre z Date Received S 6/ REVISION LOG Staff Initials Date Issued C� C�Lfi�rvs•v 6 �CZrT/ f •G�c L'� i —�L�cJ Received B!_ ease print) (please print) (please print) please print • •Staff Initials itiC ?d'S r "' sauK ,ih8s*kirtvfttiSt9.'. :,(Y�a�ft`»�? °.a ACTIVITY NUMBER D01 -203 DATE: 07 -09 -01 PROJECT NAME: EMSER TILE LLC SITE ADDRESS: 18401 CASCADE AVE S. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Fl DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: V'RROOIE.00C srri CORRECTION DETERMINATION: Approved PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structur Review Required n No further Review Required i APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions c\ \ :-;= REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Not Applicable DUE DATE 08-07 -01 DUE DATE: 07-10-01 DATE: Not Approved (attac ments) n DUE DATE Not Approved (attach comments) DATE: z H z , CL w U 0 W = J �. • u w J • Q co = z I I o U c o • — O I- w W .z O z PERMIT NO. 1". BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Stn►ct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 1400 Final -Fire 01700 Final - Building ❑ 01900 Final - Reroot' ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special-Reinf Gypsum Concrete ❑ 04008 Special - Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAM Plan Reviewer: Permit Tech: z T[Li? LL( CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage. excavation ❑ 0018 Statement from rooting contractor verifying tire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI %v /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...... ❑ "Water heater shall be anchored...." ❑ "Reroot' Date ` 0/0 Date: :tip tE' Cr uu `i dk , ;Jai:;i'"tdied3il.rinty halladm.%.*..rim A1f41`4X6 4* al'l.:A ACTIVITY NUMBER D01 -203 DATE: 07 -09 -01 PROJECT NAME: EMSER TILE LLC SITE ADDRESS: 18401 CASCADE AVE S. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Approved v' ROU11.000 Srri PLAN REVIEW /ROUTING SLIP n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with onditions REVIEWER'S INITIALS: G53 CORRECTION DETERMINATION: Incomplete n Not Applicable Approved with Conditions Fire Prevention Planning Division REVIEWER'S INITIALS: Permit Coordinator No further Review Required DUE DATE 08 -07-01 Not Approved (attach comments) DATE: 7 / / /df n DUE DATE: 07-10-01 DATE: DUE DATE Not Approved (attach comments) DATE: c.:3;.` ;>:i .S.S. it5f -i44:r ;.K cntrhs ,;t Ysi: �.i; .''0, :ta..0r4 4.4*.,VA ACTIVITY NUMBER D01 -203 DATE: 07 -09 -01 PROJECT NAME: EMSER TILE LLC SITE ADDRESS: 18401 CASCADE AVE S. SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division 5 1 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved TRROUILDOC srr� PLAN REVIEW /ROUTING SLIP Fire Prevention 1 t ( Structural Incomplete Structural Review Required f.; Planning Division Permit Coordinator DUE DATE: 07 -10-01 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 08 -07 -01 Approved with Conditions 1 --- Not Approved (attach comments) REVIEWER'S INITIALS: PERMIT COORD COPY n AP DATE: CORRECTION DETERMINATION: DUE DATE. Approved n Approved with Conditions ( Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ‘44.11 +.tot n oly i 4z� M1na�xtiti,`< ti �1'ft2uk w)n '$izU �ir'r b REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. CA. ❑ Response to Incomplete Letter # O Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: • •11 Project Address: I cktkO Contact Person: 5111, u ckf c - - Summary of Revision: \ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 t�l��-fi ��a•J tktv cfli fa Ak* Plan Check /Permit Number: I _zy S mot - �a�s L t4 1 Phone Number: 2. 22 ( t 0 c 4 T j 1r ( D L % ) , rj U ..+ ,,r',,.., CITY OF I TUKWILA SEP 5 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas o f revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on ti��:y44'iS�2 +" REGISTERED AS PROVIDED BY LAW AS. CONST CONT GENERAL REGIST. # EXP. DATE CCOl COMMETS09306. 09/26/2001 H EFFECTIVE DATE — COMMERCIAL : TENANT SERVICES 2111 E LKv SAMMAMISH' PKWY SE ISSAQtJAH�: WA : Assuet -b DEPARTMENT OF LABOR AND INDUSTRIES nature "�-� -� ::.:::.:.... ....:..:.:.. . . . .: . . . >" son . ..... .............................. Qate.: ...:;.::.:;.: �:.;:.:::.;:::::: �:.:;:;.;.:.: �:::. �. � .......:.:::. �.: �. ..:: :.. ... :::.�.. .................. ................. ... .............:.:;:............. .... Sta air :. :::::, ,z a.- Z c, ' e 7 1 7 / 7 - ,0/ 1 � F - .../..7`...-,,ege...,,e id aet---;/;e9; I rr)c, eed Current Cont actor Registration Card: Need to Enter Contractor Information in Sierra: Yes I - Z w ' om ' 0 0 . moo CO ILI 1.11 X � w g a . ua w Z t- 0 Z I- 0 0 . O N 0 F- ww H O Z ILl — 0 ~. Z O TYP. 4. : I 0 i I • ' / ■ I F t • , t ∎ I,1 b. ; : t' • , t ' 1 t ' i ' / ; 5 I , I yy 1/ II'Q 00 *dreg � \ ,\ O � � � I I ' ii.? �I 1S SAFETY CLIP 7/16 "0 RIVETS s 1/8" • 11/4" P. 11/2" I 8" 1 1/4" : 1/16" ATTACH W /(2)3 /8 "0BOLTS 1" APPROX ., n n I ` • II 4 - TYPICAL BRACING TO COLUMN CONNECTION ? j ROW SPACER GENERAL CONFIGURATION TYPICAL BEAM TO COLUMN CONNECTION YP. 6" MIN. 36' 36' NOTES: 1/8" 5" * 1 SB *7/8 I II SAFETY CLIP 0 1 11/16 "� 1. STORAGE RACK DESIGNED PER CHAPTER 22, DIVISION X OF THE 1997 UBC, SEISMIC ZONE 3. 2. STORAGE CAPACITY: ROW: 4,600# PER LEVEL ROW: 6,000# PER LEVEL 3. ASTM A570 FOR SHAPE Fy = 50,000 PSI GRADE 50 4. ALL BOLTS A307 (UNLESS NOTED) 5. ANCHORS HILTI KWIK BOLT II OR APPROVED EQUAL ICBO #4627 6. SPECIAL INSPECTION IS NOT REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 5” THICK x 2500 PSI 8. SOIL BEARING PRESSURE 2000 PSF eb O 1 2 03 Asf'�1� n g �3 �- r� 6 ,1 PI ; ,� 1 0 II ___ : j I ! �_� 1 5/8l , I ♦i I p I 96" 216" -_ 18" - _„ C 7, n l+— — -U II ' II „ • „ ,i ,, " • n a •. i u u •j I, , u • II n • n ,, ' a , a ', • .. • ° qi _ `� I I— 5 r- } I , *D' ( X 11 216" 33" I I O 48 48 11 " T " 7GA 211/16" TYP. 42" }_ 1/8" '3 3/8" 1 1 6 FRONT VIEW SIDE VIEW g 40 � 5 CONNECTOR BEAM STORAGE RACK ELEVATIONS J. 3 1/2" 1 " TYP 0 9/16" 0 I MIN. EMBDMNT No COLUMN : 1. 1 = 11 1 /2" TYP. 1 /8 2 3/4" 2 REQ'D PER BASE PLATE (ATTACH @ OPPOSITE CORNERS) BASE PLATE ® CONCRETE �. � 1/2" 0 ANCHOR © ., •4 0 14 GA / y $ , , °3" �. �� / r • 4° ,,,. • 2 I I� MATERIA�HANDLING ENGINEERING 161 Atla Street Pomona, CA 91768 EST. 1985 a (909) 869-0981 T (909) 869-0989 F (909 869- 14 GA // 3" TYP. 1/8" V 2" < CORNER • ' • • ♦ . // /// 8// / / // / 11(x - - u -( fill , SOIL 11 .• n !I .• ♦ ' v ♦ • • ♦ / /// /IN ///// // /// 11 =1 ru il � rllll /11!/ l • n 3 1/2'I MIN. EMB. ';, �' • ♦ ///// //// / // // // // / //0 rrn mu inu n ,.11 lll 1 3/8 TYP. 1/2" THK. TYPE: INCA DRAWN BY: D.JC. DATE: 6/07/31 CALIFORNIA CONTRACTORS LICENSE NO. 665374 LAST REV. BY DATE: EXPIRES 4 -12 -2002 APRVD BY:SAL E. FATEEN SCALE: N.T.S. 12" DESCRIPTION STORAGE RACK DETAILS 2 BASE PLATE ADDRESS EMSER TILE I DRAWING NUMBER Al _nR79 A — — - c 11 ! Exir ois?/4Y 4ME5 5//E/f lE _14 /ic/cQ 13ETx8FT. ETEEG rAGE smE44E ,Q4eA3. NOTE C4/cuL4170A/s AND PE,CM /T REEU/REO , /t44 X5 ovE,Q 8F7' /N NE /4iiT TIP /CAC NEW SUB -EWEL NEW L /FT Rd P' (EJ RICK kE✓E/Ee . L_- ____I W.4 R.E4]OU5. 11 II m 14) -/ /Z'/?" 1.I /2,'7" IIMMEIRM " r� ' °° / E W, ENTRY to 374/1? 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YER,FY EX/ /NE1Z477O.VV :P EOU/RE,N6r/TS ?E //r1° �4 /a /usULd TloV A7-) 5EE EUiED///y SECT /0/I5, s/4EET 3. NOTES' /. 4N4ELE5 METAL .5 /STEM'S. /C6.0..+/O. /7/5 t F /N /5L1 725,°E 4/442 P4/NT WM4h'v.O wq[LS 40 ✓4CENT To REsT%acs(5 (m ca,UMN,U,t/E -/3) A//G 4r CU5704 -fee SERI/ /CE. /4220% Cur OC4T/o// ,PEJ /E /CV✓ � v ,[ SEE - umETL, DEr1. 33' 0" 99 = 33 =0" Ef Forr 5PR/NK/E,Q 2Z 4'6//,`"Y EGYT LCY') 3 r � I I I I L— 1 1 �4kB "sr /USS/r/ SMaf�. ELe .. 2308 /Z2," A/SLE x407/1 (E) rrUC,F` A/E/..0 33 =0" ,' 3f0✓ /DE A //E/V 4 F4C. /WA/ P /PE 4,./m P4/.C. 42" //W./ w/ YERT_ .SOPRX73 @tBFTo.c. F o o R (E) 3-27' evrazk. U" 0.23.33 (E) I4DDEf AND 00UL.P2X/EC 46000 TYR LN WwzL L/E /4UT SC�/EOUL z 3 4 3 6 7 8 9 /0 // COP I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. F zfJ bx OFF /C.5 (me casr sexy) 5l0J(//r00/w x/�iRELJDU.� (NC. REsrEca.ie) TOT.4L L 4 Al SCALE', I 5443/ .DOTES: /. PROVIDE ' 5/44446 deav5 E/ r e' /EX /T 'DOOR /N / CONTRd5r /4/4.. LETTERS 5747744 "T// /5 DOOR MUST R4A /A/ UNLOCKED ow/,v1 Bus/A/5.55 IJOURS' 7 SEE D174 /2 S AA, t 3 5//EET 4 /35 GI7o4' 40/42 W /,r/OOIV 50,45745 4410 DETdLS. PRO✓ /DE WALL hoe/AireD F /R.E EXT/NyU/s//ERS, 24 /08,' C - RATED W /TiT/•V 75 FEEro," TRAo/EL TO 4 /I P4e770,c/ OP 72/4 TEl/.4(/r SELF O,( 45 D /KEC7ED By 721E 474E DEPARTMfV7.' /6 / 0 u /5 > 0 " /9 =a" /3 =0" /z' /o" /z' o" /1 =6 /0 /0 =0" 9'o" REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PP C7 APPROVAL OF TUKWILA BUILDING 4 /e�A (Koss)' 647 5/c 2, 396 5 //, 605 SF. /4,850 5,P GROSS Al MM MEASURED itaMExo 24 PER /METE,t' 3(/4445 ,AND CENTER COM,Z0// W4423 RECEED CITY'OFT JUL 0 9 2001 PERMIT CENTER A Y 16 2001 5 7 . 1 REVISIONS /3 FES 200/ PL4v /W4LL- REc 74PR e,/ 0/44.0 2MFY 0/ vsae /sAw - cur Re0 /sea 100'4710,7 /5,144 o/ BY TEEM TM/' TM /s Or i 71 U [ H 1 -O oo Date /0 ✓4.41 2/ Scale Drawn TE,CCy M4 Job 47 od. 08 Sheet 12,331 • 1.55 ea e•go.5.^ ■ O' Oy 33 01TGn Wu i I 4 0. 1 I { el im- O 10 ■0./ = ` oo O" • 434' ©4: 2 R' �Q xrDffNT FV664Y yn{�[ I � - I � 1 PIN. 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Re0a /RED 5c2/E/c4A7%C PVA/ 2ND U672/A/ TWE NfCE55ARY MECL4/JN /GAIL PERM /T5. 4• rae F /.eE SP,e /AP<L CovT,cacro/� 52/41.0 fixeFilie,6 l A/KCE554,cy PL4N5 FO,< rife d4TE,P4T /041(5) OF T4/4 fX/5r /V/j "zee 5P,e/ igze,e 57574A 1 "OA' PLUti/B /3)l,,, p /vr5 /op/ 44/o /o.P 24.E F/R,E• D. /'A rMEVT APP,QOVAL. PR/OR To 4N5r4LLAT /O.t/. P R o ✓ Z - ?° D L1TA SCOPE OF 1v0,CK : PRo ✓E•CT 4DD4E55: B/JIZD /A/y 0K14Zre : P/PaPERTy M4 /G,vgeR /cavr4cr: ZON /A/4. : .au /L9/P/4 .4/2E4 : PARK /A/ (Y /57/414) Pd=K / /N PROP05ED : (a oa'. 4CC P4aeK /u• REV/52041) O F/Yee AREA 5h'OWRO0M AREA WARELJOU5E ARE4 ro TAZ. T. /. A' 4 (4:055) PARK /.+Jy 4LLOrTD Pant12/2, P 20U /RED : 44' /cE (3 //ao0 sKUSae t,r4) x 4247 K2T4/L/5%/024f494( (4 /IOAO x 2 398 HAM/0954 (i /1000. sf 4. , ,() x/44 70rd1 P4 1' /.vy REOU /RE,D EX /3 T /M Bu /LD /4/4 1 CC e./P4 MCY 4'ROUP TYPE OF CON5TRUCT /CA/ 45/.//Z D/4/4 ' d.fa//-IE /42.'7 T.EA/4NT IMPROVEMENT O CCUP A/CY 4,,ovP U5E_ PRcPO5ED 4,W4 /L/EJ41/T OCCUP4NCY (s(C: /aos:z /-L,Ta4te /o4) oFF/CE 52./014/ROOM 1414 X62102154 TOTAL OCCUP4A/CY • . 847i5W/4s = 447 39.3 4 = 79.'0 (/,4055P/5 ! = 28Z/ .EX /T'S RElJU /,RED/ ' (Mite /0•A) OFD /GE P sl/OW/teo,(4 W4X.E2/02/5.E. T2 NA.Vr /MPROYE,49E,vr fore E.4 -f5E/e , z .c. /340/ CASCADE AV<`NUE 502/ra EST2TE Of , /4255 CAmpz3. 2L• 425 CdL /fOXN /41 57 ,2//7 /000 5241 FR4A/C /SCO, e4 94/04 W /NDV 25 /LL /P'45; 253.872. 4d495 COMA-leXC /G.0 /2 /4//T / /.OL 871.10,sf 70 - 5rD 5721245 , 50- COMP4CTs74/25 /00 rorAL . :P4KK /A/ 57tH. 25 7z - 570 .574245 ZG - caveacr 574225 / - Opp ✓44/ 4CCE55.4,9G . 99- roT4z i521eciA/4 524225 T.E/V4NT /t4PRO VEMENT 04 TA 847 2,39.8 11,‘05 S- P S_F .5:P /42S'c .sP 29 PARK /A4 .572115 (m/2' / ledA/422) 8.54 SP4 445 9:59 .•ACE5 980 'SPACES '/8 - .41XX4l/l 644 CES C D_D,E _. Ai4.LY5 /5 / 997 U8C 66Z/1477A/ /974 //973 /484) �z . (Afi/zr / -rzA/A ac'' TYPE Mr-/ FU.CLY.5, e',,v,'zf;f2D . 8 440 S.F / / -57ZW 13 /ET) D ° 1120 B, Al• 151(0WF/CE, 4' C4,Ur/LE, srae44E) (sec- 4o4/, 3 7231E 34) RET,4 /L AA/0 X/4/O2.65t14E of 7/1.E 4410 M41VX/!L STONE /4350 s, - //- 5ra./(E),43 /,T• - occuP,4NT.5 BO - 4CCUP4VTS 23 - 0CCUP4NT5 J// - O CCUP4NTS 2- EX /7S V /RzO /2 C PCO/ /OED / AY/7 REPU/RED /2.4..Y/p5 PRO✓ /DED 0 SEPatR21T /OV (r2t& 3 - -6) 4'4POUPM /49e40, B, 4' 2/P- 4(;Oa2•SJ NO x4OU/Rs,w4NT3 QRoup- M/ y coop- 5 -1 vat ,r42'D Pex 54 e. 509. z• ,,45ec.3) Ao ✓A CENT 7EN4Ar r (60I/74 4112247/c 5Pe/MK2u sysr8,N nGfl4r.42/T 2idV P4C 22E; [3/57X2321 /dc/ of./11.4e4 Ws,4s72C ,6c,,4'A441/ SU/P2/E5; OZZ4.:44.45 5412 OCCUP4.VC/ /,t/O OCCUP4VCy/ 52P4RaT /ON ,IEQ0REMe ",vr3 REVISIONS ,e 5,mow R�✓/siaus cW ,40;e7 22.6 /S.HAYZOO/ J N N • V a o 40 a 0' W l U H < a W cip '0 oo a O O C O oo w , c rti Do a �z q W O O W U 0E°1 U c ? c: U 00 oo 00