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HomeMy WebLinkAboutPermit D98-0142 - SUMMIT COMMUNICATIONS - STORAGE RACKSD98 -0142 4316 So. 104 Pl. Summit Communications City of Tukwila c (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 032304 -9026 Address: 4316 S 104 PL Suite No: Location: Category: AWSE Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: Contractor License No: .NORTHSCO24DT OCCUPANT SUMMIT COMMUNICATIONS 4316 S 104 PL, SEATTLE WA 98168 OWNER SCHAFER INDUSTRIAL PARK C/O KIDDER MATHEWS & SEGN, 12886 INTERURBAN AVE.S,.SEATTLE WA 98 CONTRACTOR NORTHERN STEEL COMPANY Phone: 206 - 575 -1671 22257 WEST VALLEY HY, KENT WA 98032 CONTACT TIM EARLY Phone: 206 -5 -1671 22257 WEST VALLEY HY, KENT WA .98032 r***************************************************** * ** * * * * * * * * * * * * * *** * * * *k * * ** ** Permit Description: INSTALL STORAGE RACKS: r******************************** k*** k***************** * *k *k **** * *** * *,k * * * ** * * * **•k ** Construction Valuation: 00 PUBLIC WORKS PERMITS: liclWater Meter Permits_Listed Separate) Eng Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No Size (in) .00 Flood Control Zone: Hauling: Start Time End '`Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time: End Time: Sanitary Side Sewer: No:. Sewer Main Extension:: Private: Public: Storm Drainage: Street Use: Water Main. Extension: Private:. Public: k********************* k*** k************.** k** * * * * * * * * * ** * *** * * * * * * *** TOTAL DEVELOPMENT PERMIT:FEES: $ ,°.313.46 kkk****** * * * * * * * * ** * * * **k * * * * *, *k * * * * * ** * * * * * * *** * *k * * * * " * * * * ** ** * * *k* *kkk *** * * **** 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 any,authorized to sign for and obtain this development permit. Signature: Print Name:__ DEVELOPMENT PERMIT This permit shall become nu 71 and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: VAL VUE Slopes: N Streams: Date: D98 -0142 ISSUED 05/07/1998 11/03/1998 1994 AUTO FIRE ALARM .0 V”? if the work is not commenced within if the work is suspended or abandoned inspection. CITY OF TUKWILA Address: 4316 S 104 PL Permit No: D98-0142 Suite: Tenant: Status: ISSUED Type: DEVPERM App I led: 04/28/.1998 Parcel #: 032304-9026 Issued: 05/07/1998 *********************************kA*******k****14.**********k*A****k********* Permit Condi tion: • 1. No changes wi 11 be made to the plans unless approved by the Architect or Engineer and the T,u1;wt la Bul Building Di vis. ion. 2. Al 1 permits, inspection.:rpiCordS;.:::iii.kproved p an,s s ha11 be avai 1 ab le at the j,obsi:te''. prfOr .t6 the'•,s,tartof any con- struct ion . These .documents : re to be :ma iiiiaApP0 and avai 1 'able unti 1 final ..-inspection app,ova1 i 3 Al 1 const.ructjon to he d one in conforrnance with ap plans and rem'ents, of the U,n ci,ilig E d i t i o n ) . ias amende.d Uniform Mechanical Edition) and Washington 'State Energy 'code, 0994 Edi,t or4. ,•(,;;;)._ 4: Val idi,ty Perpi t The issuance of a permi,t ar approval of plans specifi cations, and computations shall not „;14, con- struedyto a permit for; or an ,approva I of, any vi:Olatfoh, ,of any of the provisions of \.the.,, 1 d ing code or of any other ordinance of the jurisdiction.- No permi t presuming to g authority violate „o6icancei"-the prov lsions • code ;• shall be„; val , • • • „. ' • • , • . St..% • • • • :,,J;•••• .; • r . , , • •••• • :.„ , • • J Project Name/Tenri{ 1 Value of Cons ction: Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse El Hospital Cl Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /Universitty CI Other Will there be a change of use? 71 yes 71 Site Address: Cit tate /Zi Tax Parcel Number: Existing fire protection features: ❑ sprinklers L1 aut matic fire alarm ❑ none ❑ other (specify) Building Square Feet: /C) S'�xisting Property Owner: /�� --��7- �,;,� u. , c a.A P Y i i9 l�l l'� �i�. ( . % E,, ': / Phone: Street Address: /z2"/& City State /Zip: Fax #: Contractor: r //tern ,..5 a,. Phone: 2 G G S 7S — / 7 / Street Address: �// �1 City Sta e /Z+p• Z `.z e Y " ,� / l .. , • � e , -Gn !�/ i Fax #: Z D 7.5"— 4 " Z Architect: R V ,� aeo3 z. Phone: Street Address: City State /Zip: Fax #: Engineer: 7 -- // Phone: Street Address: ///,it State /Zip: Fax #: Contact Person: -- / 777./.1 Lecir/ Phone: 26)62 .5;73 /4 Fax #: dDG- 7s' 7/ . s`0 a'z2, Street Address: ' J ity State /Zip: Z2 2 - .S"7 id es : /levy i - ", ` ` 7,;b32 Description of work to be done: S iLG /Ce -l-f Existing use: Retail ❑ Restaurant ❑ Multi - family i grWarehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University El Other /V 1.-1 L- 1/7 IW s'e, Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse El Hospital Cl Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office El School /College /Universitty CI Other Will there be a change of use? 71 yes 71 If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ nno,� Existing fire protection features: ❑ sprinklers L1 aut matic fire alarm ❑ none ❑ other (specify) Building Square Feet: /C) S'�xisting Area of Construction: (sq. ft.) ge o .5 ,� X , /,,,,„ � Will there be storage of flammable /combustible hazardous material in the building? ❑ yes CV; 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 T1 Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 - 3670 l J Application and plans must be complete in order to be accepted for plan review. ck_ e, y /A pplications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer It: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 accepted: � - ZO - /s Date application expires: Applipajion taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 APPLICANT REQUESTFOR PUBL'IC .WORKS'SITEICIVIL PLAN REVIEW :OFTHE FOLLOWING:;;' . ..(Additional reviews maybe •determined.by the•Public Works Department). • • . ❑ Flood Control Zone ❑ Hauling FOR STAFF USE ONLY Project Number: teilek1D142._ Permit Number: ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING AUTHORIZEU OWNER AGENT: Signature: ! v / e 7)� �.. -, - t - - Date: �1/20/98 7/ Fax a .57s''syS�pt'a Print name: -77; q: e7r- /v Phone� 5 - 7.5 ._ Address 7 G- r/ �� z a ; �� <s !� � , �/� y �G `p LJ, 7A„), s City/State/Zip y p , ," rc�/7' 91'92Z- ALL COMMERCIAUMULTI -FA M TENANT IMPROVEMENT /ALT: ' TION PERMIT APPLICATIONS MUSPSE SUBMITTED WITH THE FOLL • ZING: ➢ ALG BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STho,CTUF AI ENGINEER OR CIVIL ENGINEER Y ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11 Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ,�/ • L ,., J /Floor plan: show location of tenant space with proposed use of each room labeled 71 ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ "Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ® Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Tr 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 applicatioij 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPI2RMIT.DOC 7/29/97 r`cyi e 2 CG .S" 7-5" - x.2 • t Account Code 000/322100 000/386.904 k• kk. A•kk k• k• Sk** *kAkkA•kkhkk *AkA *kkik•Akk -4•.1AA.0k1. 0.4- A*4•kk CITY OF TUKWILA, WA TRANSMIT k Ir*k ** *Akkk•Ak•kkA•kkA+kjkkkk•hA4AA .* * *****•AkkA4k**A* 4 . *4••kkh•kkA*A*4.. i•R41NSMI1• Number: R9700760 Amount: 151.75 05/.07/98 ` 15:20 Payment Methods CHECK Notation: NORTHERN STEEL Init: BLH Permit No 898--0142 Type: DEVPERi4 DEVELOPMENT PERMIT Parcel No 032304-9026 Site Address: 431.6 S 104 PL Total Feces: 313.0'. This Payment 191.75 Total ALL . Pasts: ' 313.46 Balance: ..00 4 * *14 .**•* k*• k• kk**• Adk 4A4•*4* 4•.1•► �1* A* k.*• k* **A *k * *dA *11A**h1,•k4 *•**• *A4 * **.. Description BUILDING -• NONRES STATE BUTLL'ING• SURCHARGE Amount 1.8 7.2 5 4.50. / + � + *+a* A �*�*f`**«�+*+�*� ++^ +a+^^*^*�^�aa�+*+*+�++ aa �* *+�+ +A CITY OF TUKNILA, NA TRANSMIT 1:++*AA**a++***^A^++*^7i4*4^+3.^.AA*+^A++^h*,k TRANSMIT Number: K9700755 Amount: 131.71 O4/28/98 10:54 Payment Method: CHECK Notation: NORTHERN STL[L Init:'DLH Permit No 098-0142 Type: DEVP[nM DEVELOPMENT PERMIT Parcel No: 032304-9026 Site Address: 4316 S 104 PL Total Fees: 313.46 This Payment 121.71 Total ALL Pmts: 121.71 Balance: 191.75 +*+11+Mk+*+^++a+AA+A+^*Aa+A+a^+^a**^+a**+*+f+*h***+*+a**v*1 Account Code Doscriptinn Amuunt 000/345.830 PLAN CHECK - NONRES ` 121°71 17,42 04/29 9717 ` TOTAL :'121"71 (.... ` Project: (--) �L nr ( /" ,� `- 1 ' Type of inspection , ce c—� Address: " Date called: ✓�� Special instructions: / 1. /,(7, `� Date wanted a.m. Requester: Phone No.: : ixti` "'r rw cr+,r•• ;, s �,. .�� �.e» -:.. •'tit �+ _'= ^u <- r n -y .^ • •w .ti- - :in'.Y;.. c•�':�.i��• F:«: ;..._^c• Ns. .. q' :>, mac.. ..F - :,.!.3.:tv,•: Inspector; I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981881x4 pr ved per applicable codes. COMMENTS: INSPECTION RECOF Retain a copy with per ...t E CTION EE R ou thcent r Blvd. Date: oe-a/4-> � PERMIT NO. (206) 431 -3670 - Corrections- requirgd prior to approval. •". •-' -z(8 $42.00 REINSPECTION (WIRED. Prior to inspection, fee must be paid at 6300 S ., Suite 100. Call to schedule reinspoction. Receipt No.: Date: • City of Tukwila Fire Department Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM c-'" - r Project Name 'A' r7y f C. ,wi /viv1 CA r / (.24/ S' Address / 6e . /cc/ AL ) Retain current inspection schedule x Approved without correction notice Approved with correction notice issued Sprinklers: /` Fire Alarm: + T Hood & Duct: Halon: j Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 John .W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. 7Ir °c`7 /f/2- Suite # Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 • BY f3 TX DA) c 4 / 98 PROJECT SJmm ► r L' 0160 • CHKD. BY DATE "Tit (.A GAS A. JOB NO. lig2. :5T Z ('A � t ! C�� 7 ► Lr� +I C:{>. t& GIGS refl. 5 &mu tT CA44.6 'Is' Visc. Tu W„I, IA W arse Tilt 199 4 uec eILA 2t ��+ l F°(L- A*■ a tNsi s v • Sr (c /(Rw) 1.J 0.30 Z 1.0 C = 2.15 1 w s C. Tim-I sd. DL - R gM.E1 rmwk's . s % Loi Cs 44. .. -, 0,004. 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BY DATE JOB NO. 99S Z 5( 2.6 °A) t 96) o,`P 9.ZZ" 38¢ d V iSaD r .o5 t2 L /1$ 0 = P.534 . 5 3 H ok > 4 4.. CoLvM4s LM Zo , 0'15 u Q: 0. 933 efF, S 4 ;41 1 - 1 C s 2,403 (,I) AkPrIG6v4( Re .io ;a c.31 l.s,+ Nt q•25 'aV -t7o k : so, k, , k .1,1 4-G t L o ,Q. Col 4 D,1 ^'r r. 4.. " :. 001 Q�� $ 75.04- 7 re, S 7. 74- i<.3 r� z 53. 4- 4 kti: 1.J rn4 _(L = 1,12 . FA 11.42 Type "A" Sold �k 1.84 rti 1 +24. 1.3t (A. r,a! Ara t. (ILL j k z 41.92 rp•Gs Q'e,,„ : ? s, 74- ksL _ per1 4211 Sets Pc, s. 64,8 4 7 p� -a. 9.PY > CA,k _ Q.Sr co c-‘44 /Fa 4 K 1E6 , 3t. + v.44 044 o& 110 itc.r S. 40D4 M. 1 Z Ca.q) ( 20 v.o3 4 �f k1i ► $o0. 2 Lb 0 Y, 3,7D Gs. 11, 3 00 . wit Ag".1 nt+K P = 850 -1- sA = clop MAx M = ©.% (z4- Z./3) t / .to s /5.e4- 14 a 02 m. orGe. , 2.02 0 4 2 > 4 np Cl of ru, WIL APR 2 8 1998 pERMlr cENreR _. . ._ • BY &734 DAf t_ i PROJECT SHEET NO. ¢ OF CHKD. 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OF CHKD. BY DATE JOB NO. le ah s" I�S1 5L4-6 1, Sou.- 1 D f$4 7ldlck +;c; ±. Z 4 ins: Z ek > 44vx . ?5.ZZ (.95 !a 6R4<s.- s b 14 1 /2. ¢ (.4I1 Ai, &374jCD • s9./ y L /3) 4- /3 T a 0,I9tx ZirflY > 7 . (.4.44,) /Z,zg . Ns .J 24- 4/3 z / t #k &. = 1.9'9 -r- /. ; 5 9U Ex q %Z " x 4- u 4 ,c-p - 38 OfolJ 4) erd 44/ i:4i0-p P A t GET ac R p4,4-re--s . Dtsr2cauT'&Q CITYIPEltea APR 2 8 1998_ • Mir CANTER GAGE T In X in I in S in r in I y in Sy in t" in AREA in 16 .060 .4189 .0893 .1190 .8234 .0379 I .0456 .4056 .2297 14 I .075 I .4261 I .1081 I .1440 .6169 .0464 I .0564 .4043 .2839 12 .105 I .4405 I .1418 I .1890 .6041 .0621 I .0767 1 .3999 .3885 10 .125 .4551 I .1706 .2275 I .5914 1 .0764 .0960 1 .3956 1 .4878 ` i l 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 I I I I i 1 '` 1 1 1 1 1 I I I I I I I I I 1 I+ I 1 1 1 1 1 1 1 1 1 11 I I l 1 i 1 1 1 1 1 10 Go I I I 1 1 1 1 1 1 1 I I I I 1 1 1 I 1 :,'c I I 14 Ga ' _�� ■\ _■ ■ 1 1► I ■1■.■ ■� ���_ ■ t I 1 1 1 I I I ""■ - "" 1 11111.1.-,.. II II I I """" 1 1 1 1 1 I I■ ■ al �._' I I II II 111 III fe ll 111 111 1 111 Q O a 10 9 8 7 6 5 4. 3 2 1 0 BRACING SECTION PROPERTIES H= 1 1/2 y �- X E-�- - =1 1/4 20 30 40 50 60 LENGTH IN INCHES PREPARED BY P. TINGEY DATE 10MAY91 DRAWING NO. R -S REVISION NO. I DATE 1 BY 13.3 14.6 O to 10.6 - Z J 9.31 x n 7.98 W o 6.65 a o 5.32 ° 3.99 a o U � 2.66 N Z 1 .33 , �� TUKWUA 70 80 pp 190 ' '&fiMIT CENTER L ai f BEAM SECTION ( PROPERTIES PREPARED BY P.S. ?ringey DRAW]NG NO. R -1 DATE 14 SEP.'93 REVISION NO. DATE BY MODEL C = C p C Ix In S in C in r in Sy in r in AREA in L9020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 L9035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 ( 3.5 .75 1.951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 L8C45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.64.37 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 a 3.1421 2.192 2.1979 1.4517 1.049 1.995 LB F3 5 6 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 LBF354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 LB F453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 2 3/4 --• 7/8 1 7/8 t D x APR 28 198 PeRmir ceN1 i i 87k /2- 9 4 • 57744 3- PIpl G >~!T ,S,eA Ce-es mo,,,6,r7 CA i r`l PIN 117 T sac. It c /v /o I,7)+ Fr • 44 /at' 4 DLO,» , 4- re7¢,4 . /. ASTwr # 4-5 - 10 GR tv 147M FY : So k61: w I ri4 ks.' R' 4 D ;km eg. c II/3Z Ret ARE s IT DV 4. • 0.o9Z2 I n• Us , N • A/.+ F : a. ¢ T. FbI? VS rN N }1ii1 Fe : 1.0 F4- F'a COLJr�N Yr' nM- P sI +t-Aft r : .o9Z 8I X 0.4•4s o j. 6?, Co-1440W telfig 444 e,4 LM 15 oR LM 20 (t :.075 ") (/ x o.o7s l 6• 1.68 B OaC of LM 3c (t= O• /OS ('h/3t) D. /•s <6S _ Z,3S USE P, . �. r? r P 0.84 AT10 (; _ 0.014. )-14 1.63. 4.75 + 0.86 x 2.7S 4- .o'1( x 9.7S = 10. l g Comp. Fig• C6)4•T 20 Sew MA fir- F, 40 k.. 42 k Da 451� N VflA ,At- / )0,18% = 13.S7 k w ► F : S S k-' (».i /..I ) 61541.,w4 0^ sr+ U1 t l M td O/3z) (o.o1s) < :. I4Z caprrnec.:, dodo gel"{- rot. o.l L 3e syl b I /3z,�0.lOS)(5S) = I, 9InknaCEI(ED f . o k .:0 , S Avt 4� 3 0 �`� ,� 1 tl � 2 � pEpMl �` C I. E "1,4 7 ` ; . 42/,.,,3 ) (13.57) = 1/, 8 MTEA J M, I:" r, 1M to CI'v C 4e r' 4C 4%.:) 13.57 k . __ L.,,/ 3c, r : 4e. -1► 4C /c<.+' .23 i J .67 T - �x B - .87 -�} -.53 LM PRIMARY COLUMN PUNCHED x BACK -UP COLUMN UNPUNCHED LM B r x L dtn ' R0F.6 TUKWIL q APR 2 8 1 -9E13 C 9 COLUMN SECTION PROPERTIES pREPARED BY P.S.TZngey DRAWING NO. R-2 DATE 16 JAN.'92 REVISION NO. DATE BY A 15APR'93 PST MODEL H.Et B in X in Ix in Sx in rx in Iy in Sy in ry in AREA in LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 ' 7 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20 ' 0 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15 ' ° 7 5 3 4.625 2.789 2.126 1.417 1.23 3.052 1.094 1.473 1.384 LM30 /20 '1775 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 LM30 /30' 1 % 3 6 2.707 2.98 1.9861.256 6.387 1.94 1.839 1.875 J .23 i J .67 T - �x B - .87 -�} -.53 LM PRIMARY COLUMN PUNCHED x BACK -UP COLUMN UNPUNCHED LM B r x L dtn ' R0F.6 TUKWIL q APR 2 8 1 -9E13 C 9 MODEL t in H in B In Ix In S tn [Q.' r i I y 1n Sy 111 1' In AREA 111 B .179 5 4 9.31 3.54 2.03 5.47 2.73 1.55 2.248 C .105 8 4 27.50 6.87 2.68 8.70 4.35 1.5 3.822 E .179 9 7/8 4 55.44 11.1 3.04. 14.3 7.15 1.55 5.948 F3.5 13 1/8 4 130.1 19.65 4.143 9.20 4,59 1.10 7.58 F5.0 15 1/8 4 223.1 28.2 4.816 12.26 5.64 1.12 9.02 F7.3 17 1/8 4 349.4 40.6 5.512 14.83 6.47 1.13 11.5 s6 x 18,4 .271 8.00 4.001 57.6 14.4 3.26 3.73 1.86 .831 5.41 no x 23,4 .311 . 10.00 4.661 124 24.7 4.07 6.79 2.91 .954 7.46 sit x 31.8 .350 12.00 5.00 218 36.4 4.83 9.36 3.74 1.00 9.35 F10.5 17 1/8 4 501.9 58.6 5.73 16.78 6.71 1.04 15.25 ENE ,9, CANTILEVER COLUMNS ITEM I QTY, DRAWING NO. ( DESCRIPTION Z 7/8 ' C 4 3/ 4 'E' S x 10.4 ` 13 1/8 .J 4 , . 'F3' COLUMN SECTION PROPERTIES CANTILEVER FACE SECTION 7/32 R --el F- 2 9/16 DRAWN BY P. Ting e y DATE 20SEPT'92 S10 x 85,4 - r is 1/e 1 rve +l I. 44 I. 'FS' 'F7' N O, 2/4xE Ile RAT EMI DRAWING NO. CNTCOL REVISION DATE S12 x 31.8 Sle x 31,8 'f 10' BY ACTIVITY NUMBER: D98 -0142 PROJECT NAME: SUMMIT COMMUNICATIONS DEPARTMENT: Burld g Division Public N Works - - n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 -30 -98 Complete M Incomplete n Not Applicable Comments: Approved TUES /THURS ROUTING: c ?44 Coors. bpd PLAN RE IEW /ROUTIN SLIP Fi e Prevention Str�1c ` 5 -i1 Please Route Routed by Staff LJ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved El Approved with Conditions El REVIEWERS INITIALS: \PR•ROUTE.DOC t/98 DATE: 4 -28 -98 Plan 'ng Di ision E N IA- zi 50-96 Permit Coordinator 5 No further Review Required DUE DATE: 5 -14 -98 C DATE: Not Approved (attach comments) DATE: DUE DATE: Not Approved (attach comments) U DATE: " I:625.152•nun (;97) I:(23.(I52.111111 I \j' 71 DEPT \RT �IEN1':Ol� ` L'ABOR'AND'•INDUSTI2IES REGISTERED • ' .' PROVIDED.B LAW AS CONST "CONT. GENERAL "REGIST, # EXP: DATE CC01.% •`.NORTHSCO24DT 09/01/1998 EFFECTIVE: DATE , .:.:.03/30/1998 NORTHERN STEEL COMPADJY 22257 W VALLEY HWY KENT WA 98032 11.1.6.11A1IdDISplay REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 NORTHSCO24DT 09 /01/1998 EFFECTIVE DATE 03/30/1998 NORTHERN STEEL COMPANY 22257 W VALLEY HWY. KENT WA 98032 • Signature Issued by DEl ART MENT OF LABOR. AND INDUSTRIES. Please Remove And Sign Identification Card Before Placing. In Billfold MEL J432 MAXIMUM PERMISSABLE LOADING 2,500# MAXMUM LOAD PER LEVEL 7,500# MAXIMUM TOTAL LOAD PER BAY WARNLNGI pti F7 179 12 7/8 266.5 35.54 5.512 8.77 34" CANTILEVER COLUMNS MODEL in- I I ' t, l ;'i WIDTH ' 1 . 1 3 1;1 '3 a fn ARE2A BRACKET in THICKNESS 8 .105 2 1/4 0.7429 0:5626 0.867 .986 3.9375 3/16 x 5 3/4 A .105 4 4 4.04 2.01 1.59 1,588 4.9375 3/16 x 8 1/2 c 135 4 4 5.28 2.62 1.61 2.025 4.9375 1 / 4 8 1 / 2 E .135 5 4 8. 3.5 1.91 2.38 4,9375 1 / 4 11 F .135 6 4 13.3 445 2. T1 2.98 6.6875 1/4 x 14 "FURNITURE" ARMS FOR USE WITH WOOD DECKING 8c SADDLES DM .105 4 4 404 2.01 1.59 1.588 4.9375 3/16 x 8 1 /2 DH 4 5.28 2.62 1.61 2.025 4,9375 1/4 1 8 1/2 DE 4 8.72 3.5 1.91 2.38 4.9375 1/4 x 11 DF .135 13.3 4.45 2.11 2.98 6.6875 1 / 4 14 'FO AIIM - 'BOLTED G 1 1 4 2.7 70 .4 37 .85 / 6 C ANTILEVER FACE SECTION /2' BRACING ROB IT YE CANTILEVER BASES 96X44 1 SCALE = N T.S ° I ' ------_--- ' J--- 1 (1 ARMS ON 3 INCREMENTS 18 MINIMUM : B . , , 22 MINIMUM F , I DE ■ ' I ' I. FCOOR t , 1 1 FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS CANTILEVER ARMS ARM SECTION PROPERTIES , 135 4 SIDE VIEW FRONT ROTA] ED VIEW 900 TYPE "A" ARM F=1 30 • ' . 1/4 UPRIGHT CANT\ILF_VCR COLUMN TYPE "FT' , - 1/4" FILE COPY I undsrstand that tho Plan Chock ap,crovaIc CEO subject tc', errors end omissions end approval of plans does not authorize the violation of any adopted code or ordbmos. Elacolpt of contractors copy of approved p1.11 Sitiamied9ed B - Date / 10GA ASIM A570 (3R40 TOP VIEW POST SEC HON CITY OF TUKW11.4 APPROVED LM 20: UPI COLUMNS 24" Y75 1 >TT- I 1 3 / 4" .075" 111111 COLUMN SECTION PROPERTIES 84` .,, 1/2 FRONT. CANTILEVER RACK SCALE: 1/4"=1'-0" 1 8 T y uPPIGH1 I YE AS NOTED BEAM SECTION .075" TH1 4516 1,570 11151 404 LOAD BEAMS TSP. 4 BRACKET ASSY TYP iv- IA RACK ELEVATION NOT TO SCALE I () , 1/2-8 BASE SECTION PROPERTIES 7/13" 1/8 3' -8” 19/32`a 2 HOLES ® BASE: 3/8" THK A36 MILD STEEL 1/2"0 NOTES 1. PALLET & CANT ILE VII.: PACKS ARE MANUFACTURE D 8 E ,D1 METAL 1 ..H L DE, CALIFORNIA, 2 STEEL USED IN ALL PALLET RACK ELEMENTS CONFORMS TO ASTM GP 50 WITH Fy= 50 KST, AND Fu= 65 KSL 3. STEEL USED IN ALL CANTILEVER RACK ELEMENTS 21141 JPMS TO AS IM A-570 GP 40 WITH Cy=40 KSI AND 8' -5 KSI 4. STEEL USED IN ALL BASE PLATES 5 CANT RACKS BRACING RODS CONFORMS TO 4, TM A36 WITH v= KSL AND Fu 58 KSL 5 MAXIMUM RACK LOADS SHALL BE AS FEILlows (A> PALLET LOADS: 2500 L BS / LEVEL / BEAM PAIR (8) CANTILEVER RACKS: 850 L BS / ARM 6. CONCRETE SLAB IS GIVEN AS 4' THICK, WITH Cc' 3,0001S1. 7, ALLOWABLE SOIL BEARING IS 1,500 NSF FOR GRAVITY Y LOA DS, AND 2,000 P SF FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 8. TIE DOWN ANCHORS SHALL BE HIL T I KWIK BOL FS OR EQUIV. USE THE FOLLOWING: (A) PALLET RACKS: TWO 1/2' X 4-1/2' ANCHORS PER BASE PLATE W/ "?.° EMBEDMENT EACH. (8) CANTILEVER RACKS: ONE 1/2' X 4 -1/2' ANCHOR WITH 3' EMBEDMENT PER END. <C) SPECIAL INSPECTION N IS NOT REQUIRED FOR EITHER RACK DESIGN. LEAD' CAPACITY SIGN, 'ERMANENTLY MOUNTED ON RACK 50 s4 MINIMUM SIZE LOAD PLAQUE B YY- 1 -. 1 I tc)zL.. ' ... CUSTOMER MAXIMUM PERMISSABLE LOADING 2,500# MAXMUM LOAD PER LEVEL 7,500# MAXIMUM TOTAL LOAD PER BAY WARNLNGI pti 34" CANTILEVER COLUMNS ANTILEVER FACE SECTION /2' BRACING ROB IT YE C 96X44 1 SCALE = N T.S FLOOR ANCHOR DETAIL SEE NOTES FOR SPECS CANTILEVER ARMS ARM SECTION PROPERTIES MODEL in- I I ' t, l ;'i WIDTH ' 1 . 1 3 1;1 '3 a fn ARE2A BRACKET in THICKNESS 8 .105 2 1/4 0.7429 0:5626 0.867 .986 3.9375 3/16 x 5 3/4 A .105 4 4 4.04 2.01 1.59 1,588 4.9375 3/16 x 8 1/2 c 135 4 4 5.28 2.62 1.61 2.025 4.9375 1 / 4 8 1 / 2 E .135 5 4 8. 3.5 1.91 2.38 4,9375 1 / 4 11 F .135 6 4 13.3 445 2. T1 2.98 6.6875 1/4 x 14 "FURNITURE" ARMS FOR USE WITH WOOD DECKING 8c SADDLES DM .105 4 4 404 2.01 1.59 1.588 4.9375 3/16 x 8 1 /2 DH 4 5.28 2.62 1.61 2.025 4,9375 1/4 1 8 1/2 DE 4 8.72 3.5 1.91 2.38 4.9375 1/4 x 11 DF .135 13.3 4.45 2.11 2.98 6.6875 1 / 4 14 'FO AIIM - 'BOLTED SIDE VIEW FRONT ROTA] ED VIEW 900 TYPE "A" ARM F=1 30 • ' . 1/4 UPRIGHT CANT\ILF_VCR COLUMN TYPE "FT' , - 1/4" FILE COPY I undsrstand that tho Plan Chock ap,crovaIc CEO subject tc', errors end omissions end approval of plans does not authorize the violation of any adopted code or ordbmos. Elacolpt of contractors copy of approved p1.11 Sitiamied9ed B - Date / 10GA ASIM A570 (3R40 TOP VIEW POST SEC HON CITY OF TUKW11.4 APPROVED LM 20: UPI COLUMNS 24" Y75 1 >TT- I 1 3 / 4" .075" 111111 COLUMN SECTION PROPERTIES 84` .,, 1/2 FRONT. CANTILEVER RACK SCALE: 1/4"=1'-0" 1 8 T y uPPIGH1 I YE AS NOTED BEAM SECTION .075" TH1 4516 1,570 11151 404 LOAD BEAMS TSP. 4 BRACKET ASSY TYP iv- IA RACK ELEVATION NOT TO SCALE I () , 1/2-8 BASE SECTION PROPERTIES 7/13" 1/8 3' -8” 19/32`a 2 HOLES ® BASE: 3/8" THK A36 MILD STEEL 1/2"0 NOTES 1. PALLET & CANT ILE VII.: PACKS ARE MANUFACTURE D 8 E ,D1 METAL 1 ..H L DE, CALIFORNIA, 2 STEEL USED IN ALL PALLET RACK ELEMENTS CONFORMS TO ASTM GP 50 WITH Fy= 50 KST, AND Fu= 65 KSL 3. STEEL USED IN ALL CANTILEVER RACK ELEMENTS 21141 JPMS TO AS IM A-570 GP 40 WITH Cy=40 KSI AND 8' -5 KSI 4. STEEL USED IN ALL BASE PLATES 5 CANT RACKS BRACING RODS CONFORMS TO 4, TM A36 WITH v= KSL AND Fu 58 KSL 5 MAXIMUM RACK LOADS SHALL BE AS FEILlows (A> PALLET LOADS: 2500 L BS / LEVEL / BEAM PAIR (8) CANTILEVER RACKS: 850 L BS / ARM 6. CONCRETE SLAB IS GIVEN AS 4' THICK, WITH Cc' 3,0001S1. 7, ALLOWABLE SOIL BEARING IS 1,500 NSF FOR GRAVITY Y LOA DS, AND 2,000 P SF FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 8. TIE DOWN ANCHORS SHALL BE HIL T I KWIK BOL FS OR EQUIV. USE THE FOLLOWING: (A) PALLET RACKS: TWO 1/2' X 4-1/2' ANCHORS PER BASE PLATE W/ "?.° EMBEDMENT EACH. (8) CANTILEVER RACKS: ONE 1/2' X 4 -1/2' ANCHOR WITH 3' EMBEDMENT PER END. <C) SPECIAL INSPECTION N IS NOT REQUIRED FOR EITHER RACK DESIGN. LEAD' CAPACITY SIGN, 'ERMANENTLY MOUNTED ON RACK 50 s4 MINIMUM SIZE LOAD PLAQUE B YY- 1 -. 1 I tc)zL.. ' 099/266 14 4/1 0/98 _ SUMMIT 4316 S. 104TH NOTE: THIS DRAWING (OR - PRINT) tS THE SHALL NOT 13E-TRACED. PHOTOGRAPHED, FOR ANY PURPOSE WHATSOEVER EXCEPT — ="-=== CFI 0 , 1 g ‘ ,,. \\ •., NI I 1 \\\ CABLE VI SION PL SEATTLE WA PROPERTY OF NORTHERN STEEL, Inc. KENT, WA. U.S.A. AND PHOTOSTATEO OR REPRODUCED IN ANY MANNER NOR USED BY WRITTEN PERMISSION OF NORTHERN STEEL, Inc. SSUIMIHISMIIMINSOINIES■100' CO COPYRIGHT 1998 RTHERN STEEL, Int - —p. 41■11•111111111MMENIIMINIM.....1 REK.FioNs WMH NOTES scatz 3 /1 6"=1'— 0" A PPRO4F0 CRAW BAZIL T. KATULA BILL HOOVER pRcik-n TIM EARLY