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HomeMy WebLinkAboutPermit D02-110 - MICROSOFT NETWORKD02-410 Microsoft Network 3433 S 120 P1 /r I ' l% • r- -� • ;. }� � City of 1 ul�wila isoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z HZ . Parcel No.: 1023049069 Permit Number: D02 -110 w re Address: 3433 S 120 PL TUKW Issue Date: 05/08/2002 6 D Suite No: Permit Expires On: 11/04/2002 U O N O Tenant: CO H Name: MICROSOFT NETWORK N ur Address: 3433 S 120 PL, TUKWILA, WA W O Owner: 2 QQ Name: SABEY CORPORATION Phone: 206 - 281 -8700 U Q Address: 101 ELLIOTT AV W, #330, SEATTLE WA = d • I--W Contact Person: Z II . Name: BRIAN B. LAWRY Phone: 650 335 1990 I O Address: 1245 PEAR AVE, MOUNTAIN VIEW, CA w u j D p Contractor: U N Name: BLACK BOX NETWRK SVCS SAN JOSE Phone: 408 432 6100 EXT 631 p I— , Address: 430 E TRIMBLE RD, SAN JOSE, CA = W ' Contractor License No: BLACKBN987DK Expiration Date: 03/12/2004 -. 0 ? U. O DESCRIPTION OF WORK: LL. Z INSTALL CAGES W /GATES; INSTALL OVERHEAD FLOOR SUPPORTED AND UNDERFLOOR CABLE TRAYS; AND INSTALL 90 0 RACKS AND 30 CABINETS. ~ f- Z Value of Construction: $200,000.00 Fees Collected: $2,568.19 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 1 Type of Construction: V -N Occupancy per UBC: 0016 . Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. '` =' \`- --, Landscape Irrigation: N t; : •±5: t Moving Oversize Load: N Start Time: End Time: ' '. r,+, Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N v ; �`; Storm Drainage: N . ' S Street Use: N t Water Main Extension: N Private: N Public: N • '� :. Water Meter:': /u w:.}� Channelization /Striping: ;.�...,. ?s ** Continued Next Page * *` "+'" .tt. • dm: Devperm D02 -110 Printed: 05 -08 -2002 :.' '", :? y r s ;,...,..... ........... ..:...... �.,.....,....:•. ,., n*xabp�;xn�±atif,i'S�a,S'.r+c v ; nrrw.. gar .:.,,,...,......,,...:....._.. _ W 6 ( '2) f 1 Ci ty of 1 kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ,e4eV G Date: .5— cr'e ' _ r' Z OCR. ; 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 6 = ordinances governing this work will be complied with, whether specified herein or not. U O co o 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 = regulating construction or the performance of work. I am authorized to sign and obtain this development permit. r u_ L u Signature: Date: 5 � -- - O u. Print Name: 6.4.)/ 5. d F- W This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is z suspended or abandoned for a period of 180 days from the last inspection. z O. W L u p O N CI H W Fes„ U LL ~O Z 111 U2 0 Lra Z I^ a doc: Devperm D02 -110 Printed: 05 -08 -2002. 1.3 . f'1., n1 !1 ... .e.,. •, ', .. :'.. Ala t. i,n, 'd.:ui;rT:4�` .iMii+,.t'ry 57,.4.. ..iti• .t./6i �itsA'•a- a.wwe.,.- . -.,.. _...... ... ... ...... .. . T _T— .t — 404%A.4.1., ..; ws I rte ` � - ' ,.• Cit of 1 .kl Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1023049069 Permit Number: D02 -110 ~ w CC 2 Address: 3433 S 120 PL TUKW Status: ISSUED 6 Suite No: Applied Date: 04/24/2002 Tenant: MICROSOFT NETWORK Issue Date: 05/08/2002 C l) 0 CO ID J = F— 1 : ** *BUILDING DEPARTMENT * ** N u- 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be g5 ' inspected by that agency u. (206- 835 - 1111). CO P 4: All mechanical work shall be under separate permit issued by the City of Tukwila. F w 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These ? I- documents are to be H O maintained and available until final inspection approval is granted. w W 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as U � amended, Uniform Mechanical Code N (1997 Edition), and Washington State Energy Code (1997 Edition). p H 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a W i� ' permit for, or an approval H U of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to uL 0 why.1ovot'c.•..rorr+>ri7/` sirt y t ro1vvolmra3'QwNp` &R'P$y*F.I e.". h'. P' t!141 ..?fi4m:.,:s .. , r .. . .,"....... 4 - :- • . / •1 • 0 ,01A, ,,,,,,,‘ - , ,--.., (4 City of 1 ukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 19: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA Z 72, 5- 1.4.2) • = H 20: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention re w Bureau. No work shall commence aa 2 until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) U O 21: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila N p Fire Department Job Number available co W to confirm shut down approval. (City Ordinance #1900) -I H 22: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) N u- 23: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of W O intended use. 2 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such u_ Q condition or violation. cn d 25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- H W 4407. Z H Z0 W I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances U n CI governing this work will be complied with, whether specified herein or not. o The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws H v regulating construction or the performance of work. ~O . . Z tii Signature: ', . Date: �--- 1 _ O ~ Z Print Name: / �, .,,,',G7 s . R 4'. .� !, " � M S M tc, ,k ,, am , t A i.:�a.�"r'lzQ l � ; "` doc: Conditions D02 -110 Printed: 05 -08 -2002 f t 1a�0�l8Yitpn M• • ^•�° .; �• " VOFM r.Nbrflxf MX wnt: >1 Y1MAV'a.n .r .5,.55.5. ., . . , ` ` " u `i; CITY OF T UV VILA cif J�»� 1S2 _. .i . Permit Cen ter Project Number: '" t :. = 6300 Southcenter Blvd., Suite 100 isoe' Tukwila, WA 98188 Permit Number. (206) 431 -3670 bp 2 'AID 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: Vale of Construction: N11 GR0. ) 7 /\/.E 7v✓P1�' K GOLD # .3 4,-_-, 00, Site Address (include suite number) City State /Zip: Tax Parcel Number: 3'/3 d - IN VO Dl c _736w/44 VV/9 q&46 /() 2.3o L / . 06g Property Owner: Phone: Street Address: City State /Zip: Fax it: 1 220 / — rd k-4 14/ .4 07 /u-v4t t34-P , (,E6r77 ',/de Contractor: Phone: / A/ -- r ✓0 />i ,.S gth e. , 47/ «32 6W x 63/ Street Address: City State /Zip: Fax #: 1 /. TTmw/3e‘a f?a4 )7 < 5q-✓ . Jig 5 �� 5'9 3/ `?'G' '7& 2 - ./(.3/ Architect: Phone: 6 Ri-v - P A / c c . _ ' - ' / 5V Street Address' City State /Zip: Fax #: 12Y'S z A\"a -- Mo a L rr i4iJG4 We 650 5 1903 Engineer: Phone: G :? .mac— 1 06 7.2/ S136 Street Address: City State /Zip: Fax #: Q 2tiq w' Rzu 1 (ST. tv, i.god - / wr,4.,%e -- c 5V,62 4 /0,4 72/ —e-7/-6 ~ w Contact Person: Phone: 13 R tAN 73. 1-.,a,wRY 6 o-�Rp' ' 1/4-C-- 6 ' s - l?SV D Street Address: City State/Zip: Fax #: U 0 (./i5 f;ale Avg /51,4 7 v.EI ...! �O V3 �s6 335 - /90E 0 0 cn Description of work to be done (please be specific): 1NS'racc. ° pAer- S ,A''#7 ,..?) G413/4�S w I 4) WS7•c3w G,et6,E1 w/6 0 LL z) (NS - r , yg.G OL/ER F-E.41 t =Lootz Sd P R'rOD Ayi w O It/r7ER F- 2Iz c.,4j3 - 77.4Y.S 2 q Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital LL n 0 Church 0 Manufacturing U Motel /Hotel 0 Office sp. d ❑ School /College /University a Other =LEerzia" 6. $lv/ra-1 6.54g Ir.cY/Ll-7 H Z = W Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital E- NO ❑ Church ❑ Manufacturing Motel /Hotel ❑ Office Z I— G _ ❑ W School /College /University Other 2 D D 0 Building Square Feet: 116, d7q existing No. of Stories: I Area of construction (sq ft): /4 '0 0 O l— Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) W w Will there be rack storage? El y I— U es � no tL � Z Existing fire protection features: 71 sprinklers ,21 automatic fire alarm ❑ none ❑ other (specify) o to 2 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no O 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) ❑ 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 ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: F` ❑ Miscellaneous '.mot I 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. ' ' I 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 iccepted: Date application r -.Q ` e expires: � Application taken � by: (initials) ow � � / p' � C 77LL 77 // D / /// PLEASE SIGN BACK OF APPLICATION FORM _ �"' '.. 11/30/00 'f _ clpernlil.doc ` I k," 14"4J •"N"106ilktilt711irs1Yi :s'! I'tA ``�L ;ff : ! w }t t-el c^•. PI ° .. .. _ __ .e,:.�r:...:, . _ .. ,ac.. s1. APPLICATI S MUST BE SUBMITTED WITH T • LLO WING: • 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 : 71 r Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's ■ boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved Z Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use � only) QQ 11. Location and gross floor area of existing structure with dimensions and setback J O 0 12. Lowest finished floor elevation (if in flood control zone) 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W = J I_ in Floor plan: show location of tenant space with proposed use of each room labeled to ❑ w0 71 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g , any hazardous materials; dimensions of proposed tenant space. ce Vicinity Map showing location of site C1 / = W I-- ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of i- O rack. Structural calculations are required for rack storage eight feet and over. w w ❑ 171 Indicate proposed construction of tenant space or addition and walls being demolished U a ❑ co Construction details 01— w W Jo ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water i 0 supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed w z sprinkler system design criteria as identified by the Fire Department. w Z PI U — ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 H 0 z U 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. 4 ❑ 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) ❑ f 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 1 *NNr � " of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will I I be required as part of this submittal a 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Iwo BUILDING OWNER OR AUTHORIZED AGENT: r Signature: ;� / Date: 7///734-1:z___ . MIN 1111111■ Print na L� RI.� 7 J �Ay Phone: 650 /eyv Fax # : s I'cj Address /2 y.5 ;l: , , ' /3 t . ,,,„ Cit /State /Zip . elm rr 9 r ;t; LaJ 11 /30/00 '- ciper,nu.doc L al l t ,;t u . ••■ 1 , / ---. ,..14AAN City of Tukwila ,.....t, 8... 4 ,..., v ,,," ii, i. , ..1906 yr ■ , 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Z RECEIPT w re 2 6 M -1 0 Parcel No.: 1023049069 Permit Number: D02-1 10 o o 0 0 Address: 3433 S 120 PL TUKW Status: APPROVED u) w Suite No: Applied Date: 04/24/2002 ui i Applicant: MICROSOFT NETWORK Issue Date: w u.. w 0 2 , Receipt No.: R020000609 Payment Amount: 1,558.25 u. < 0 D. a Initials: SKS Payment Date: 05/08/2002 10:32 AM i i— ill User ID: 1165 Balance: $0.00 i Z I— 0 Z I— ILI ILI Payee: GORDON-PRILL, INC. 2 D . D CI ( 'Cl) • 0 — TRANSACTION LIST: 0 i— LLI t u Type Method Description 10 I- - Amount 1:: 11 : 0 ' Payment Check 1207 1,558.25 ...: Z LIJ 0 '- I z ACCOUNT ITEM LIST: Description Account Code Current Pmts 1 BUILDING - NONRES 000/322.100 1,553.75 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,558.25 • „; w; ,-,:. ,.. • ,,„,.,,,,,,,,,,,, • r• , PAVV ;.1 ' • 1- 1:147 1 ip,641 . 44W* .. , , )Z4T - . g'!.&.w 1 1'7/ '71) inUi. r:.Y gw;:ifj:ri doc: Receipt Printed: 05-08-2002 - �. • "OA. k 4\ C ity of Tukwila t■ f • 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT • Z re J U : Parcel No.: 1023049069 Permit Number: D02 -110 U O. Address: 3433 S 120 PL TUKW Status: PENDING w Suite No: Applied Date: 04/24/2002 J = Applicant: MICROSOFT NETWORK COLO #3 Issue Date: cn LL w QQ 1 Receipt No.: R020000545 Payment Amount: 1,009.94 LL N D. Initials: SKS Payment Date: 04/24/2002 03:20 PM W User ID: 1165 Balance: $1,558.25 Z I- O Z F- Payee: GORDON -PRILL INC j i i 0 0 f- TRANSACTION LIST: • Type Method Description = w Amount h- U u. Payment Check 1199 1,009.94 O z ACCOUNT ITEM LIST: Description Account Code • Current Pmts PLAN CHECK - NONRES 000/345.830 1,009.94 • Total: 1,009.94 ' IA yg }rxF. , Y eS. V 4 sj r bf' ' 61k IrLI Or '1_641 doc: Receipt Printed: 04 -24 -2002 i!:?; �i; :t :!`.. r...... . 4• ]Y'.111- nGrrv:A.,QIY:rn'L7.`.w 'dsauu?if +"�v!'d'waN3 C.i`F511V :dINK„J?:nPfMYf .afvT Innruvaa.w —.. -. ...�'v tee+.- rrr. —.-., -r w .en cnry rY.{ri!ktidt} +.ry 5!'$,"z+�r/NtrR Y z • = tu : ---\ -i o r,. INSPECTION RECORD N W Retain a co with ermi P' ' w = PY P —1 ! - INSPECTION NO. i PERMIT NO. (n ii.. OF TUKWILA BUILDING DIVISION r ( 1. , O ILI 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 } • Prpj ` J/ Type of Inspection: ,� Address: Date called: , I W ' Special instructions: Date wa ted: a.m. I — 0 j {, ,� ---7 -6 2.,......_ P.m. .. Z W Requester: M D I D p } Phone: - O D # p1— W W Approved per applicable codes. 111 Corrections required prior to approval. I U COMMENTS: O Z i wCD f U r --- f/ O 1— 4.14 : t4M II t ,.,,: . Inspector: Date:/ If:' • (..., i ', ? £e gym; 's i ' i El $47.00 EINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid }A•"�., =,, :" at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. } .,.I k „sf;i} : \ Receipt No Date: 4,71 t:) raj ",_,` - 1 t :Al lt 7 c x� XAVol ' .0 ” 01",.tre . ) - - - •..rr- - Z ~ W ' C i . ;. .. c . U O , ro , ...., , ; CD 2 I INSPECTION RECOR w Retain a copy with permit '--"' u) u- i INSPECTION NO. PERMIT NO. 1 � 0 C ITY OF TUKWILA.BUILDING DIVISION 'O ' I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 P J to Project: , / T pe of Inspe tipn = Cy 1 Ad d r s6 s: Da te called: ? I- i C3 I Special i structions: Date wanted.. �.m. W w d: - .' i. ? r.0 P.m. 2 D . _ Requester:... 0 Phone: 0 F- W W 2V I- n Approved per applicable codes. ,(Corrections required prior to approval. u- Z 1 . COMMENTS: W u) I i) (is-, r's fr---te.. 11-c ,,. U = e A e__ . ".. .�,3 ci",.-'K- r .4 jj / / % "' . --'''' , I Z- 1#::::: ee-/ ‘.teez__-A ' i - 4',4e ' . - , %,... ;,.,, f ! G/ I ` /� 1 L t)-r S �t'°f..1� �' i •1 f . , .Y t.. K ;, « . , �', nlIsi, ''. Y dila bL i . raa. -rb ,: i!C� Inspector: �� Date: i 1 aii :: ;ii fl f k,r 'a: n , $47.00 REINSPECTION FEE/REQUIRED. Prior to inspection, fee must be paid .. :t• '$'6 - " at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. + 4 '1 Rec ei t No: Date: ai ';i;44, .. ..._ . : .... . .. . :' '* to ;.' AN •e .cem, 11151 #•,;,.'` @,, i:, *I.,*M lrt*A ■ STRUCTURAL CALCULATIONS MICROSOFT NETWORK COLO 3 Intergate East 3433 S. 120th Place Tukwila, Washington PREPARED BY: GORDON-PRILL-DRAPES, INC. 105 E. Pine St. Lower Level MISSOULA, MT 59802 April 23, 2002 • " -• • ' • • ' V, • reeiC.P. RECEIVED CITY OF TUKWILA APR 2 4 2002 PERMIT CENTER DM- 110 gordon prill drapes microsoft interlake east loads access floor system rating max cabinet weight cages dead live ceiling seismic zone 3 soil profile design bracing members compression controls unistrut connection to access floor unistrut to gusset bolt brace at aisle find max tributary load members unistrut - wal Company : Gordon - Prill, Inc. April 20, 2002 '/ Designer : Dan Hogan 7 :33 AM Job Number : Checked By: . — Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio __(per 10 ^5F) _Lk/f03) . _ __(ksi __ STL I 29000 1 11154 .3 T .65 .49 _ I 36 z , Sections , i I- Section Database Material Area SA SA I (90,270) I (0,180) T/C IY W • Label Shape Label in A2 _(0,180) (90,270) (in^4) (in^4) Only D P1000 _ STL .185 1 2 1.2 .185 .236 U O Ti SE02 s - ` L` ;' ;;, ,, �I . . :0' s STL ; ' ,1 .. 1 12 .• . 1.2 1 . ; : ` :'1. , : u) o SEC3 STL 1 1.2 1.2 1 1 w w J I Member Data co o • Shape / Material Phys End Releases End Offsets Inactive W Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length Q . (degrees) Set TOM AVM AVM (in) (in) (ft) LL Q M1 N1 N2 P1000 STL Y 7 - l�.t 'n Y'F ::i�. ,t: :� :,t r i fi r: '.i ,, . i r r Via: f q j , .�.• ,t' U i4 ,l:..M2 4 ,,ri.N2� ;t iN3.: .,., , P1.0 ' ' ST L..:'Y. .} ..... ,`.„ :�, , i4 ,i., {,t ,.:..a i.. s 83 - z: z a M3 N3 N4 J P1000 STL Y 2 I (1 — W A1V14<nVi i -•r, sN01Ml M . ',.rii P,.1 b00, _ ` :STL ; ) Yi ?-PIN -. . 'ts., . i r V! + ::: te.' 4:1 2 Z M5 N5 N6 P1000 STL Y 2 E- 0 - x .. i ' Y�:�' .7 1 r N7 £' t r >1.00 r . .i t t b ;��., "•., r ' , . } tr t . .E(, �, 0 Z H tt���M6 ..�p.,.��:i`� =.'.,��; �.��� . ;� ;..� -� . .�P,� 0. '.' r,;'.STL � Y:;. ,,;;;: �PIN'�: r� �:_.' S, .,x.. >,, '�. M7 N7 N8 P1000 STL Y 2 2 'F 'z % 4�'n i1 { = f. 1 �Y , .:. '$::' N '; .£ i S <r t. R' C � r4f `t r t :, 0 rt�,'(f,M8x: ��: �t; ,;,.i.,� <,. >�icN :�� ,� .. a. , ,.. ,�i - P a1; 00 01.;r�l: � S T L ,�r. Y..: �.. , , t. }:, ,7 �. � . _ a.r . �� �_.�.,.: .$3'.��' � D M9 N9 N10 P1000 STL Y 7 p N i,, °.i 'i5�'� ii vet:- { .I t £ . .e _ (.r4\ .' ri f .,� ,. .�. t t .}. 't. \. !..i2...'820.7 0 h 'ti,�� " 10 , ; ,:, ;.N3 , t>s N5F.f it , vP.100.0 r4,, : r;ST. . N :.PIN r , , ,. PIN. 4_, F- M11 N6 N8 P1000 STL Y PIN PIN 2.828 w Joint Coordinates u_ p Joint Label X Coordinate Y Coordinate Joint Temperature tU Z . (ft) (ft) (F) tJ — N1 0 0 0 ��''e�yy��{ r jj��.,]�.. t . 1 id "�� :.�•,{ $..•,' }1 . h'. 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'� t,. ,�a , .f :' t .,. 0.. 4. ; s.,i ;. .', Boundary Conditions Joint Label X Translation Y Translation Rotation (k/in) (Win) (k- ft/rad) . • N1 Reaction Reaction ,4;6',' N2, .,iReactioti: '_ + N9 Reaction ;�0, r £ t \$ t': "i� ' ' t 1 'i t. r� \ .1, 1 C ` r�.: �.':•N10`��'.. i :, , :.Reaction . Reaction :.., . � r r,ct r Joint Loads /Enforced Displacements, Cate_ o • None, BLC 1 : DEAD 0- ' I ' Joint Label [L]oad,[M]ass,or, Direction Magnitude • ' =; N4 [Misplacement ( Y k, k -ft, in, rad, - .315 k *s ^2_ /ft) > ' : — — — -- ! =;;i , ?N7' . . :.,. L . ' Y , -.315 ^1 N ,_ .j b a .. (to .. b w -: :. ,0.41....: RISA - 2D Version 5.5 [S : \0250101\AISLE.r2d] Page 1 .... l S,i j •,�tQ! x ,. t .; _ a;t?ij N'�.t•;F �3+; - .49 „u n.'u.. n'. Av, +tVy 7y�5 r {i�'i;�t. xN ru t•;, n:; "rX{Y: ; >.U,wex i_t, n t.r:*: �. ,,. rr��:.,- r, .. ,. .- ......- ...,...w ... .. . . _..».... .. ... . . . 7 - - -. - 4 1 Company : Gordon - Prill, Inc. April 20, 2002 1� Designer : Dan Hogan 7:33 AM • Job Number : Checked By: - Joint Loads /Enforced Displacements, Category : None, BLC 2 : EQ Joint Label [L]oad,[M]ass,or, Direction Magnitude [D]isplacement _ (k, k -ft, in, rad, k *s ^2 /ft) N4 L X __ .068 N7 :068. Q • Basic Load Case Data ~ w BLC No. Basic Load Case Category Category Gravity Load Type Totals 6 5 Description Code Description X Y Joint Point Direct Dist. U O 1 DEAD None �� 2 .:i .2.�°.. ,:.t• :EQ; { one. ., r . ,2° �; co co w 0 • w = J Load Combinations co Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor w 1 D +EQ ( 1 1 1 2 1 . w Reactions, By Combination x w LC Joint Label X Force Y Force Moment = (k) (k) (k -ft) Z t•- 1 N1 .003 .258 0 a " ,1 _ » .' tug] 3 aN2:'�.;. ,; ,' �.'. r: ;.; i:. ,. :07� .. `r:. . .. tt0,'. ... k,,.` - . •> ..�0' - 1$:: � w w 1 N9 -.072 0 0 ! iti lg !P $` •afRhk \ N 1,0 P :. y, :5.: 3 t :003. 1 ,- 4,.372 `, ._4 .' rt' .. t ' : '.0' ,' .f. 0 0 - (i) 1 Totals: -.136 .63 01- • -• 1 COG (ft): X: 3 Y: 9.83 w w ~ 1 - O Member Section Forces, By Combination Z LC Member Label Section Axial Shear Moment w N (k) (k) (k -ft) 1 _ 1 M1 1 .258 -.003 0 O F " Y;4 t.x ''e Yk } '.�:� yt f 'r5 .!. � t . y . 1 '., 1 . 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LC Member Label Section Axial Shear Moment (k) (k) (k -ft) $11:r . ,;•W ., _ .. 3:,t„ ,. - ;085. !029. . . .:029 ,.;. 4 -.085 .029 .015 . ' i ' , >4 z i r ; ,::' 5' ; ,085.. 029 •:0 Z 1 M7 1 .286 -.017 0 z l� NO Y ;i; ` .i;1'La �1Pt !CAW , 2.0x, 1 t `286 = .' 10.17 ..:z,. . , f :009 ,',:,: 1.- Z re ILI 3 .286 -.017 .017 NO ?r O ,i x i ;V lltii 7 ct A 'i''411.4:4:', ,4 f.; 4.286':,, „. _ .�.• : ;.,.017 ;# r . .. ,. `x..:026 .. „ ?'` J U 5 .286 -.017 .035 0 0 MISA M`T`0f4 4 M$W,' gg. s `p .0:i` �k t, z ::372 <c , '. , ' !.1069 .#.. ,.1035 :f ' n{` c. co 0 2 .372 .069 .02 J = . `�? d1! 4 01011 AIV,'4 t , ,.3t r ,� :.#, ;372inr ; • .:1 ;069 `�.,.:. 006 . : . ., , , 4 .372 .069 -.008 u) u_ ON �.: �xj�S 1,4'''i' n - Cu 0 N CST: ii. iii” 4� +h'�'�`a.t ti nig %,. 475U •. �� r ): 4372, ' , f ' .0.691i"r3 J>. i ' ! • ... 022.E i,F' 1 M9 1 .372 -.003 -.022 2 Wa il Matta nggi r „3 <a. *12 , .372,'4 i , . ,... t�,.".•..003. 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CAVI.4t : cz , RISA -2D Version 5.5 S: \0250101\AISLE.r2d Page 3 ti, b w :t' . ,, ctichYpc4 pt 6r■4 :40 ' ' VA.. ! c . NKMC t•, 7 ^n•rr ,,, <. , ... r �_ —.. r c _ r _-- ` ice 1 -. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -110 DATE: 04 -24 -02 PROJECT NAME: MICROSOFT NETWORK a SITE ADDRESS: 3433 SOUTH 120 PLACE cc w J U XX Original Plan Submittal Response to Incomplete Letter # v 0 to 0 co Response to Correction Letter # Revision # After Permit Is Issued In _ w J DEPARTMENTS: u.. < Z. to a I ll .., 'Fi ii ii ;L:L � d , PHU Structural ❑ Permt oor l nator 1-- ~ O Zl-- w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -25 -02 2 p Complete V Incomplete ❑ Not Applicable ❑ p 1 Comments: Z v ~ H ' u.. Permit Center Use Only U Cl) INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: ~O H Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route [ Structural Review Required ❑ No further Review Required ❑ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -110 DATE: 04 -24 -02 PROJECT NAME: MICROSOFT NETWORK ; a • I I SITE ADDRESS: 3433 SOUTH 120 PLACE cc wm XX Original Plan Submittal Response to Incomplete Letter # 0 0 rn Response to Correction Letter # Revision # After Permit Is Issued _ H , U) u_ w O DEPARTMENTS: tL Q N • Building Division X Fire Prevention El. Planning Division ❑ H W Public Works ❑ Structural ❑ Permit Coordinator ❑ ? 1 w i w Comments. I Ct (, u- H — O ; Permit Center Use Only U INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: I h=- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: I Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: { ..,..-e4.— DATE: ' l APPROVALS OR CORRECTIONS: DUE DATE: 5 -23-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ - -- • a Notation: REVIEWER'S INITIALS: V:, GV1 _ DATE: _ <� n t - .y kA�:tikY,' Permit Center Use Only ' :{ CORRECTION LETTER MAILED: _ De x• T i• � ,{ Departments issued corrections: Bldg ❑ F ire Ping ,w .,,: -', p g ❑ g ❑ PW ❑ Staff Initials: =, ), ,k , ...� —`A S} . W . ' t` ' Documents/routing slip,doc S Wi w ti;1 tRu c:1 2.28 -02 ki.:,)! ral s 4 4 1,,..4 / - ._ -' , r ■ 4 PERMIT NO.: D �i 1 1 O TENANT NAME: Al j0. C.v 050.4 1..) .e.v.w or .... BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status ,_10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction / by the Engineer and the Tukwila Building Division ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy ■ 10003 Electrical permits obtained through L & I Z ❑ 5 Remove Stop Work Order 14 10004 All mechanical work shall be under separate permit • Z I•- ❑ 6 Follow -up L 10005 All permits, insp records & approved plans available Z ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected W re D 2 10007 All structural welding shall be done by WABO certified ❑ 50 WSEC Residential g ' Y ❑ 60 WA Ventilation/Indoor AQC inspector U O ❑ 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected y 0 ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected Cl) W ❑ 7/ Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila J F. ❑ 90 Resteel Building Division Cl) LL., ❑ 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 U- < ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site CO d ❑ 350 Crawl Space ❑ 10016 Any exposed insulation backing material shall have I W ❑ 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation Z I ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the rooting contractor verifying tire O ❑ 500 Roof Sheathing Nailing retardant class of roof Z F-. aj ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance ‘v/approved L ❑ 550 Exterior Wall Sheathing plans 2 m ❑ 600 Masonry Chimney U 0 ❑ , 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 H N44 700 Framing ❑ 10021 All food preparation establishments must have King Co W 750 Roof /Ceiling Insulation 1: 10023 Fire retardant treated wood shall have flame spread of = W ❑ 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete I ❑ 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected t! O ❑ 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated t.. Z ❑ 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected U V) ❑ 815 Lighting and Controls 10027 Validity of Permit H I ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 0 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 of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations. flat ❑ 1120 Pre -Demo concrete t ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and . ❑ 1400 Final -Fire compliance with King Co Health Dept. 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 ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special- Mom/Resist Cone Frame . ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to he in compliance with 8.2 TMC ❑ 4004 Special- Welding ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special - High - Strength Bolting r ❑ 4006 Special - Structural Masonry ❑ 10042 .Fuel burning appliances �t`, f ❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043 Appliances, which generate yr ; ❑ 4008 Special - Insulating Conc Fill ❑ 10044 Water heater shall be anchored • _: # r, ? ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof �, "Anchoring All new construct and substantial y 6 d44 ). 4010 Special-Piling, Piers, Caissons ❑ g ❑ hi r ail, 1 401 l Special-Shore ere improvement shall be anchored to prevent flotation" 0 ❑ 4012 Special- Grading, Excav /Fill . t:. "r+ " °" ❑ 4013 Special- Retaining Wall !� ZC � ❑ 4014 Special - Panels Plan Reviewer: Date: I � / L t , , ;,; =, • ❑ 4015 Special -Smoke Control System y ;' 5 `,� ' 4: , " Permit Tech: Date: 74/'* ' '' . '4 , •4 :4:? }; F4i :f4•:. ^.wirdr.t•,., 4, • ■•LZ > od_a+s,,A: ' 1;64.5 .,. 's ''s '!:pMldfY:r1~'"Vatt V'. , .. .. . .,,.'- - . ., , . .. u.....,,.,.,. ... ... .. . :..^.•...,.n: r„r,r, .,.. , t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -110 DATE: 04 -24 -02 PROJECT NAME: MICROSOFT NETWORK zz SITE ADDRESS: 3433 SOUTH 120 PLACE w re 2 XX Original Plan Submittal Response to Incomplete Letter # U UO Response to Correction Letter # Revision # After Permit Is Issued CO = CD o W � DEPARTMENTS: g Building Division ❑ Fire Prevention X Planning Division ❑ = CI W Public Works ❑ Structural 111 Permit Coordinator ❑ Z 1 I— O Z I— . UJ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -25 -02 2 m . ' Complete ❑ Incomplete ❑ Not Applicable ❑ 0 co Comments: W W 2 0 ~r- Permit Center Use Only El Z co INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H H Departments determined incomplete: Bldg ❑ Fire Ping O p p g ❑ g PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ ' REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5-23-02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: °{ REVIEWER'S INITIALS: ��'� / DATE: y/30/77--: ,, Y. r; � ��?�t as i Permit Center Use Only °.w'` CORRECTION LETTER MAILED: .,. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: µ t ', 63.;,41 flAtCPL° . Documents/routing slip.doc 2 -28 -02 .ii :jr t.r�t� go wl. SN�.tWeG • t�}.{, l' i.%/":./ 1i.',. rf^ n3: ��.. r.. ti` �♦ t.,. 7' iti.l,:. ,n.-.'i•vk�.:f4J.'l�,i�a:e,�J.. ,?'; %�Y Va fdi + 451' Irr�' 14. .. :lJ.kt':Y'- ij�- `GTM✓rwnHn.. .-. ,.,....•.... . -. -.. .. .. . .' • .. . .. _ ,.,„, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -110 DATE: 04 -24 -02 PROJECT NAME: MICROSOFT NETWORK a SITE ADDRESS: 3433 SOUTH 120 PLACE w 5 XX Original Plan Submittal Response to Incomplete Letter # v o 0 Response to Correction Letter # Revision # After Permit Is Issued UJ _ w0 2 DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division X z w H Public Works ❑ Structural ❑ Permit Coordinator ❑ ? F=- . Z� w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -25-02 2 p U 0 Complete V Incomplete ❑ Not Applicable ❑ p F ;., Comments: S U —O Z Permit Center Use Only UJ U N -- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O F Dep determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 41 DATE: 1//1-S'/0 • APPROVALS OR CORRECTIONS: DUE DATE: 5-23-02 • Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: ;~ x ' , REVIEWER'S INITIALS: DATE: f> ,,F„1' �. Permit Center Use Only , Y . , ; tn, CORRECTION LETTER MAILED: ; ;,��I Departments issued corrections: Bldg ED Fire El Ping ❑ PW ❑ Staff Initials: LOA rl: : qin DocumenWrouling slip.doc ;� �,N'�,�.;�a *L 2.28.02 %,,,, ! -. ;:! i; ; >k.:.. <.',�o.t:.s•.;:rYa-rw <<...::d <:a .p �. r�, x�r.naAPar: r.:.yae�: •.st'7 .. ;.u".<sf. 5•�133tL`L'�.:s mv'' "'��Ay...,. -. ._ .. , .. .. .. .,. ,r __...- I �.# __ _ - -- _r - . • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -110 DATE: 04 -24 -02 PROJECT NAME: MICROSOFT NETWORK z SITE ADDRESS: 3433 SOUTH 120 PLACE w XX Original Plan Submittal Response to Incomplete Letter # v O co 0 Response to Correction Letter # Revision # After Permit Is Issued co H CO ti. WO 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: F- O Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z . j TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: Otriyln DATE: /leo /o2— • APPROVALS OR CORRECTIONS: DUE DATE: 5-23-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: T 0 v ,i 0 REVIEWER'S INITIALS: DATE: `" i Permit Center Use Only f �h7 CORRECTION LETTER MAILED: ' ru Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: } �; zs. k4; ;�Ir r . r ,, Ca Documents/routing sllp.doc 0 2 .28.02 n-,o.lka t),1s4 .Qp,Md 'oo.rC.Vt ' mann wtu. l+ rn+ �wvvnowN!.:. x�..=h.,.,, .,•e.�n,s.,.. „s,.,a•. ...,,..,, w o.. nv«.«.«... o,..,....,,.. ro,,,,, ,..,......,..,.. „�.,...... .. ......,,......�._,..,0 *•a : . . - I , _ ' +., fr. r" - ; . ' -,- --'°''- ` . ;1.,, j+ ;: i; . + `_' ; ,4-- '•i,,,1 0 ' w ° .' l ei': Yw . . , `t. ; i ; : s1,-,, i ,_. . ., ., .r. 'i. r ,, - ,'7.. , r . 1 • , .1, . - it ,. Ci o T u k wi l a Z of John W. Rants, Mayor , 0 ' I 4: _ Fire Department Thomas P. Keefe, Fire Chief 1909 - -- z I-Z w I TURWILA FIRE DEPARTMENT 6 5 FINAL APPROVAL FORM U O 1 ai { Permit No . / (b �2 /1 -J F- I CO 'L. 1 w0 II i . !} , 2 Prod ect Name /! / I 4d d / 7 / Gl� u.< I CO D o I Address .--' ---_ /2,0 , /4 Suite # I _ ( ?1-. \/ L1J ZOI �w I Retain current inspection schedule o 1 I U co . Needs shift inspection o ' wW F- Approved without correction notice w z U = , Approved with correction notice issued � 1 E z • 1 , Sprinklers: / Fire Alarm: Hood & Duct: / Halon: . Monitor: Pre -Fire: Permits: I - r' ... 1 '.- I ( 'i t' / 6 ' . q-.- - / i / 2-- 1 Authorized Signature Date ,: j "' f Dui ..,,„4„.„,_ • ! . ,,,,,,,,,,,,„,„ if,,,,,,,,,,,,,„,,‘„,, FINALAPP.FRM T.F.D. 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I 0 • • I- I • • " '•'•' ' ' '' ' '' -- 0 ...., • Z .:z•:::. ui i 1••• - 1'. v...1 •—• I REGISTERED AS PR.OVIDED BY LAW AS ::•- 1 1 ::..r. ; 1 . CONS'; CONT. ....SPEC:r.ATJTY • . Please Remove t- 1 .... ,..A.‘"Vi:1 0 1 ,. V jL ,,,,.. ,... ,,.. rz ' . R.EG.I$T . '.. 4 . EXP .. ...ADA,' Ta....;!- " And Sign (:•• ::-:••••• • I. :.;•.:;.• Z 1 ' ' / '• ! • cerre ''EsLACREN987DK • 0•011- - -: • ,•,.:.•:.•• ' 1 Identification - / • • 1 1 EFF=TIvE. pATE - . .0.4./4•00-2 •,. -.:-- • ••••• ,.. 1 ., , I: - .....„•7 f '-• Card Before •.' 0 ..) \ I' ',:, .' ...1 :': • I TT '"" .i ' t ' • I • ; • . I BLACK .1 kit... PVC=...-S.A.1\ri.•'3.T).2 i • Placing In I • • J.....o .A. . ■• ... ...... I i I' • 1 I ; 430 E TRIMEIX RD • Billfold k I ' SAN JOSE.. CA - 951371. . .. ! f - 1 . • • • . • ,, • 1 SignatUTC -- i . • Issued by DEPARTMENT OF LABOR AND INDUSTRIES 1 1 - - -• - ---- • v;„sis" ip•go„, oryiSgcevED • k , ,A''''''.••-...• rtj,A, it ••,..,4,13; vv,t " APR .1 \ .... ••• ..P . . 2 4 2 002 . _ 1 • . .t .. ^ 1+. PERM/7' CA,/..re, ',• Z,•.4), 1 - di 11111•1, f lif i : WA-. ' 41 4, 6 , 4:•1'04 , , , ...' . r.....“., ok.al . q.'Vili. ifl. :•••••„,, •••••.2.3 lf ..,„- ..0-,7,, 7..r , ■ ..,,, . . " . . . - . . -. .. . . .., ... . . ,.„ . ,.. . . .... ■ . . \ D EPARTMENT L I z ,Sub Microsoft Colo 3 Internet Service Exchange Fac, Ili Nuuabe�o Paw (Including this mph 1 ®Hard Copy To Follow 0 I — Z , KCITIRTIE Confirming our conversation. 1. Ref Details 1, eau 4 Dwg A -2, the existing 3/8" pedestal anchors are k - acceptable without additional modifications as installed. Reference structural calculations page 14 which validate that 3 /8" All's are acceptable. • 2. Ref Detail B Dwg A -2. The strut located below the stringers maybe installed ' strut spans 2. to 3 Stringers to eliminate a cantilever connection to the structure above. \ : •. REGISTERED ARCHITECT BRIAN r ;:. .;«;,a k, JUN 71 ?002 STATE OF �� G TO ` ;i . .. 414.4, 8 UI INS, 4 . .yin .,.„„.., ucpARTNIENT ..k.i.• .;s‘ti-11‘4• CC s "•� TOTAL P.01 "� gcw, : �" ''�'`' 0000 , , P r. X usui .w:.....».w.- ..---- ..•......... ...- ..u.r ✓rw s, w..... , yy ..o ....- ..................:.........:..........:. w-..i.....-.........:'..: y:•Y. r':::..,r:..t'r)tit.Y}rark.Y:.:: «iRr.wnf?l:`;Yi'... brian lawry . - ZI W • W 0 O N a Ill u i LL ' O U 0 • O Z 558 Balance Due: $ 1 ' �E . C E Need Current Contractor Registration Card: Yes ❑ No Need to Enter Contractor Information in Sierra: Yes No 0 a , ............................ ...... ... . ........................................ . ..........................,....,........................................ A �ti Cl c.ul � - 3-01. c., ail— it &GO '''', 3C /6/90 :(...',Iiiiii 1 s. s k y ,»,„. 0 ! t .'} Y i 6L ; 1 o-r oortS4 , 2 . r 1 • • C ,, ,,5 , . 5 � .3 fl .. ti �•: ,... .. .. .... - .... - �..., .AV.ww «n ...✓,........., r .. .... ...1.....4•. •. J.:._.. ttai.. w... wnl` w. Wnl. nuiuF .a.uL�i.u1+:�.ui.'��c+.+l:s.: ... .:.1 .' .�L %:1.' <:1:.i.�:e. r7 RAIN NCB INDEX PROJECT STATEMENT — F m o Li TENANT IMPROVEMENTS TO AN EXISTING TELECOMMUNICATION = _ _ - U I FACILITY (ELECTRONIC SWITGHGEAR). WORK CONSISTS OF: — - a i ARCHITECTURAL I. INSTALLATION OF OWNER PROVIDED CABINETS AND RACKS, C t1 s 2. INSTALLATION OF CABLE TRAYS (TO MATCH EXISTING) f 3 INSTALLATION OF WOVEN WIRE PARTITIONS /GAGES (TO MATCH (E)) A -O COVER GHLET � GCMDC"PRII A -I ARCHITECTURAL CONSTRUCTION PLAN THIS PROJECT IS SIMILAR TO THE PREVIOUSLY PERMITED PROJECT 0.. p• DOI -163. THE STRUCTURAL DETAILS ARE THE SAME. z 2 1 1245 PEAR AVENUE ,' z � - A-2 ARCHITECTURAL DETAILS w 4 MOUNTAIN VIEW rs 6 w o A A -3 ARCHITECTURAL DETAILS , � STRUCTURAL � x � LEGAL I�ESCR I PT I ON (x 5 q0 • - 4 ` LOT 2 OF SHORT PLAT NO. /55018, ACCORDING TO THE SHORT PLAT FAX (650) 555-1‘155 a m , 4,..g - rg ` 5-I NOT USED I 5 D (i) U REORDED UNDER KING COUNTY REORDING NO. 8603240301 E. TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VAATED 269 W. FRONT STEET SOUTH 124th STREET LYING EAST OF THE SOUTHERLY PRODUCTION MISSOULA o MECHANICAL l' THE WEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND MONTANA, 59502 0 WESTERLY OF A LINE BEING 30 FEET WEST OF THE PARELLEL WITH (406)121-5.13S c4 M -I NOT USED THE NORTHERLY EXTENION OF THE CENTERLINE OF 35th AVENUE FAX (405) 121 - 5115 I SOUTH AS LOCATED BY THE PLAT OF RIVERTON± AND TOGETHER WITH THAT PORTION OF VACATED 55th AVENUE SOUTH ADJOINING AS a ELEGTRIGAL (ELECTRICAL WORK UNDER SEPARATE PERMIT) VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1512, RECORDED c UNDER RECORDING NO. .100.11 WHICH, UPON VACATION, ATTACHES TO M E -I NOT USED SAID PROPERTY BY OPERATION OF LAWt SITUATE IN THE CITY OF a TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. z O MI CR 0 S OFT -N .I- : T W 0 R K C 0L0 3 G ENERA NO TES : LESS OTHERWISE NOTED) � �N ti cr, INTER-\-- NIT SEEVIC Fi j I. THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE Igq UNIFORM BUILDING CODE (UBC) 2. VERIFY EXISTING (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SUIT (E h C HAN G FACILITY CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. 3. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL BE H.G. I ACCESSIBLE LEVER TYPE UNO. TELCO EQUIPMENT ROOMS NEED NOT BE H.G. ACCESSIBLE. 0 fa 4. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OCCUPIED WITH LIGHT HAVING 0 W INTENSITY OF NOT LESS THAN I FOOTGANDLE AT FLOOR LEVEL. C) W ISX - SE 1 INTER GATE EAST . WHERE REQUIRED, EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND S T T p T WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN 0 0 3433 O tJ T H 1 2 0th 1 LACE EXIT SERVES AN EXIT LOAD REQUIRING TWO OR MORE EXITS. 1 5 ILLI 6. COMPLY WITH SPECIAL INSPECTION REQUIREMENTS OF SECTION 1101 OF THE UNIFORM MA li■ TUKWILA, WA J 816 8 BUILDING CODE AS APPLICABLE TO THIS PROJECT. 1. NS z Z ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. a . S. SEISMIC BRACING AND ANCHORING OF EQUIPMENT SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE USG WITH THE EXCEPTION OF MECHANICAL EQUIPMENT AND DIST, WHICH SHALL COMPLY WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL UNITS. l- W LLIZ 'i t PROJECT r7ATA 5UILI,ING DATA / ; > - w <I— m }: PROJECT NAME: ADDRESS: PROJECT TEAM = < n_ z a� ' S , s,un st b O s, ''''''' _ s #.. F, A - : _. M TENANT IMPROVEMENT METROMEDIA FIBER NETWORK Li I— • ,, 6;,:,,,F, ,,, FOR METRO MEDIA FIBER NETWORK 5435 SOUTH 120th PLACE OWNER: TENANT: 0 1— o < s 1� -_ -, 2, a , h, AT INTERGATE EAST 71.1KWILA,WA 18186 Z N ,',, '', 3433 SOUTH 120th PLACE METROMEDIA FIBER NETWORK MICROSOFT CORPORATION — 1 s,z " * �` TUKV4ILA, WA 18168 a I 1�•� �wI 3455 120th PL ONE MICROSOFT WAY r . s e �L�G. OWNER TUKWILA, WA 48168 REDMOND, WASHINGTON 18052 I (/) Q �' \ 4 CONTACT: JAMIE MCGRATH TEL: (425) "105- 0 (425) 1-r- s,zca INTERNATIONAL GATEWAY EAST, LLC O 1„ s ig -0m s , ZON I NG : TEL: (408) 510 -83 ?3 136 -7321 1 2201 TUKWILA INTERNATIONAL BLVD., 4th I,- a FLOOR o - E -MAIL: stonemmIcrosort. U) r') Y I MIGM FILE COPY CONTACT: JOEL STONE O „s t s'28,u MANUFACTURING INDUSTRIAL SEATTLE, WASHINGTON 18168 -5121 f rO I— 3 h 4 + sv CENTER/HEAVY TEL (206) 251 -8100 I understand that the Plan Check approvals are F c-) 9 � . S 3a \ `4; \ PARCEL 102304 -1061 CONTACT: JOHN SABEY subject to ewers and olr eune d approval of SPEC! ALTY CONTR • Z PROJECT s „ P plans does not author ze the vi co t of any W 5131 St p LOCATION - A s S I TE AREA: }� adopted code or ordnance Rec o t of con- BLACK BOX NETWORK SERVICES J P. woawi .. mc. - *MOP n..ua ti.�'r a,�..s x,33 5 '. R= 5U I L1� I NG AREA Tractor's copy of approved plans acKnow!edged. 450 EAST TRIMBLE ROAD V 1'13,185 SF SAN JOSE, GA .15131 G I I TY MAP T FLOOR: 116,011 SF TEL: (405) 432 -6100 FAX: (405) 432 -6131 i G G NO SERVICE YARD: 6,65.i SF E -MAIL: and lmmelOson ose.bIooKbox.com ` 11 SE I SM I C ZO : SOUTH SERVICE YARD: 9,535 SF By CONTACT: ANDY IMMEL RCDD g 3 CONSTRUCTION TYPE oa. ©�� ARCH' TECT /STRUCT: ..,.., No. a Ito DESIGN GOi7ES: V - I HR GORDON FRILL INC. o = Si FULLY SPRINKLERED 1245 PEAR AVE W = c �' 1117 EDITIONS OF: REQUIRE A NEW PLAN SUBMITTAL I - STORY SEPARATE P"P' +�T MOUNTAIN VIEW, GA 14043 co w AREA OF WORK - \ � UNIFORM BUILDING CODE r . ,.a,. t UNIFORM FIRE GORE RE U;_ tD FOR: TEL: (650) 335 -1110 FAX: (650, 335 -1188 � W ■. CONTACT: BRIAN LA A :. ... .. —___ UN MEHANICAL CODE OCCPANCY sti 7^ CL UNIFORM PLUMBING GODS E -MAIL bblr N T N nE0 r i F ! i i I 1118 EDITION OF NEC. FACI SWITCH GEAR rE L L `G T ILJJ RECEN CITY OFTUKWILA � � Iq .14 WASH. STATE ENERY GORE GAS PIPING lb . BU! � T ice lo• . • ` ` �, , ,LL BM TTAL '. T o ,� ►�= 1.1.14 1.1.14 WASH. STATE BARRIER FREE GORE ENTIRE HOUSING FACILITY BU ANTICIPATES CITY O 1= TUt 7 11LA "A. rlaaV :-,a M , U4� FERMI. CENTER z � � � � �� ME, A MAXIMUM OE 30 iLC! dG DI lISIQN m° P 7 N T 5 0 7 � � � �� /�� NFPA 75 SERE „ 0 M __ EMPLOYEES AND 30 VISITORS. �r,.F p - -- g ilur- NU OF PAR KING SPACES 15 r `, ,rn t t j 60. (REFER TO ABOVENET LETTER V DATED 5/5 /00) 1UILINMA , \ J / D02-110 F 1 DO ` I m — lu 1— m I 33.4CUMULATIVEOCCUPANT a ❑ LEGEND' _ ( 2` (E) R s, / LOAD RO•7 A I ,L, 0 V a. AT THIS FOR POOR OR 16. CORRIDOR 7 GORDON•PI L, NC . O j LINE TYPES c. , li z w a. I „ I' ! (N) NEW 20 2S' - 2� " .. i w Q ■ ' -- - — (E) EXISTING . . 1245 FEAR AVENUE z z A LIGN GAGE FACE O - _ MOUNTAIN VIEW 0 o o _— - - (D) DEMO - GA, 94043 -1431 z w a ai l -- � _I \ ��1 O ( 650 ) 335 -1990 88 2 < a ¢ o —` ° = ©© 4- J 3 cues FAX (550) 335 19 E 0 W u o ' == WW P EXISTING uuu 269 W. FRONT STREET v i - 2 © ROOMS (NIc) MISSOULA w o 9 ••rrp OFFIC E nr.nnnnn MONTANA, 59SO2 TELO EQUIP- (- "DO ��607 CABS 6.0 OCCUPANTS 318 5F/300 . ® 406) 121 -8116 I �_ _ i 1.0 CUMULATIVE OGG LOAD 0 I.0 OCCUPANTS FAX: I i 1 1 O SCOPE OF WORK ° g 4° o. ©o f "r.6..r - e III ® ®TYP. TELCO EQUIP t3 A. INSTALL GAGES IN/ GATES AS SHOWN TO MATCH EXISTING o B. INSTALL OVERHEAD GALE TRAYS WITH FLOOR MOUNTED BASE SUPPORTS • t11111t ( �.' ' j X91 SF/300 8 I I Y - Li ® TO MATCH EXISTING. a (Mi V./ 1.0 OCCUPANTS I l p Q© I s _ I� I I G. INSTALL UNDERFLOOR GABLE TRAYS WITH PEDESTAL MOUNTED SUPPORTS 0 11611 - - 1;Z A3 o ����, I TO MATCH EXISTING. M o TYP. I I G. INSTALL OW m OWNER PROVIDED RACKS /CABINETS. > UPI �� ! �� '' I QTY: 90 RACKS, 30 GA$INETS. w ® 1:.J1 ° iv - Is I _ � — 0 D. CABINET/RACK ELECTRICAL WORK UNDER SEPARATE DESIGN/BUILD PERMIT. iE `n III Q7 s l�. (5) CRAG UNITS { a , ����� ' IN GENERAL NOT G © NOT REQUIRE OF 11111! III 11! 11! TELCO EQUIP ` IfI . : ✓ 840 SF/300 0 CRAG UNITS DO OW 0 14 II, ACCESSIBLITY II IIIE 11 It ® - ® I C 2.8 OCCUPANTS I. d. EL! I ' FOR MAINTENANCE IIHII III III �I I OR NEC. CLEAR Ijlll� III III I�! ' �► °WA A. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE II INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR , 1 I EI ACCESS REQM'TS IIllll III lit I� - 7 I I 7 —le F EFFORT. DOOR HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. �l II / N.,____. OP .', I I `} ��I % III . . B. WORK NOTED AS "FUTURE" 15 SHOWN FOR INFO ONLY, AND WILL BE v GLR IN FUTURE RACK g - 1i III O P ERMITED SEPARATLY. f , FRO ALIGN GAGE WITH I1fl1 LOGATiONS O { F ' ( O co 1 — -- - - - - GRA COLUMN FACE IIIIII(NIG 1 IIf ;q,;* _ . _ jr I O W 6 . �� 11t1Ii I I TELCO /QUI I - 111 I EXISTING GG ESS FLOOR NOTES MIN, ©. lipll " I ,S _ _ N W 2 OCCUP ANTS III I ltll I IN I ® III j a 1 I III ill - MANUFACTURER: MAXGE55 TECHNOLOGIES, INC. F III SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE CORE TILES 0 111111 ill _ 1 I IIIIII IN 850 R ST -b -I GRAY STARLITE 3 W III W W _ O = — — - i - © � SIZE: 24x24 F HEIGHT: 30" ABOVE SLAB ON GRADE 1 N 1 6 \ ATTACHMENT: MASTIC AND (2) " A ALTERNATING DIAGONAL PATTERN Z Z W III W WW UNIFORM LOAD 500 PSF ■��� ■■ III I( I1. d NEW WOVEN WIRE PARTITION, IT III IIf IIIIII 14 II I I CONCENTRATED LOAD: 2000 LBS . FUTURE IIt 0 III (40 III I[ II . ROLLING LOAD: 1500 LBS. ! � EQUIPMENT LATERAL LOADS: FLOOR ORIGINALLY DESIGNED TO ACCOMMODATE I TELCO EQUIP III 11'1 Ill IIIIII TELCO EQUIP �J ill II ll . I LATERAL LOADS FOR 500 LB EQUIPMENT /CABINET UNIT LOADS. 3885 5F/300 III IIf I 00 835 5F/300 I II. p 15.0 OCCUPANTS 2 .a OCCUPANTS , (n III 11 ill IIIIII ® I" 1, Ill il., .,-, ® � 1 E � M- II SH EET NOTES „� w z I Q OE III ' Up 01 OW II I 0 9' -0" HIGH TO MATCH EXISTING WITHIN I- —I C0 I 1 5 0 I! I l i fd I IIIIII \ 5 s, �I! 111 III tfill O BUILDING. REFERENCE GENERIC. DETAILS ON DRAW z DRAINING A3, UON. < / III II_f + IIIIII / - . j I I ... O2 NEW WOVEN WIRE PARTITION, 9' -0" HIGH (WITH CEILING PANELS) TO MATCH 0 _ III III A , l � III ICI Ili IIIIII I_ ■ ■ � ' - Ill 1.4 IIII I E O XI I S TING WITHIN BUILDING. REFERENCE GENERIC DETAILS ON DRAWING AS =1v III III III HIM 1� g, 11 III III IIIII 1— o Q i FUTURE II III Mill A �� ® ^Qa ;<s.' I O III III IIIII O INSTALL 24 "L x I" SQ. STEEL TUBING BRACE (B -LINE 13630 AT ALL z N T III III III IIIIII W� ''." `fit t CORNERS TYP. — 2000 5F/30o I CI I i Ci nI GATE G IIIII III III Q TELCO EQUIP 4 INSTALL 3' -0 "W x 1 SLIDING GATE. III III, n1 IIIII O 6.1 OCCUPANTS - ''.:4 r::. TYP ' ` ® -- O INSTALL 3 -0"W x - P-0"H SWING GATE. O 401 1 `.l \ ® 6O OWNER PROVIDED RACKS /CABINETS, INSTALLED BY CONTRACTOR. BOLT U) r`) Ill - ' ': TO ACCESS FLOOR PER DETAIL G A2. ®+ O OWNER PROVIDED RACKS /CA BINETS, INSTALLED BY CONTRACTOR. $OLT 0 O' O -; , ,_ \ TO SLAB ON GRADE PER DETA F /A2. z I 44" ELECT EQU IP a" MIN.' 268 SF/3oo - O .'- O I ® i � \ I _ - O 4x4 TUBE STEEL CAGE CEILING BEAM W 0.9 OCCUPANTS 13 "' ' 13 ) O ACCESS CARD READER LOCATION, INSTALLED BY OTHERS. (SHOWN FOR V - - I i - Ti . E \ \ _ INFO ONLY) O 0 I . , . 10 INSTALL NON - COMBUSTIBLE UNDER FLOOR FLEX TRAY GABLE TRAYS (NOT ® e 5 SHOWN) BETWEEN X -BOX AREA (COL F8) AND TELCO AREA (COL 55.) A ® 2 WAY BRAGING AT ALLOWANCE: 350 FT PEDESTAL MOUNT 12" TRAY AND 350 FT PEDESTAL 112; m o AISLE/INT RSEGTION MOUNT I8" TRAY. ALL GABLES SHALL BE LABELED FOR PLENUM RATED 0.4k a o x �, _ __ � , _ a a- 11 EXISTING A GEIL CEILING MOUNTED GABLE TRAY TO REMAIN. 0 3 SUPPORT 7YP — © co 111/&4,12-E � ' © 0 FUTURE 24 FLEX TRAY (MATCH EXISTING) MOUNTED TO TOP OF CABINETS. V) • TYP. . �� I , I 13 NEW 24" SOLID BOTTOM TROUGH (MATCH EXISTING) FLOOR MOUNT PER n O f O 1 \ � ®OR� REFERENCED DETAILS ON DWG A2. I i � END _ z o � - CONDITION 14 NEW 24" FLEX TRAY (MATCH EXISTING) MOUNTED TO TOP OF CABINETS. ■ .t VALIDATE I SUPPORT > TYP. 5 I F p Q c: ,„ ❑ ❑ a n ❑ ❑ ❑ n: q .... ❑ ,: ❑ $..:: _... . ❑. ❑ .. .. n'. tt' - xi a ... - =: ::: CITY FTUKWI . r .. ,, i 11 !A O (E) RATED RECEIVED { 1, W w < CORRIDOR c ;l_A © - - -� — - . - - - - ' - 1 - _ . c c n PERMIT CENTER 4®0, 33.4 CUMULATIVE OCCUPANT , � / R� ' LOAD FOR ROOM, OR 16.1 S TE AT THIS DOOR �� 1 ARCHITECTURAL FLOOR PLAN _� 2 CABLE TRAY PLAN _� - /'�� 1 = c.I AO SCALE: 3/32" 1' -0 ° Al Q1 SCALE: 3/32" 1' -0 " \ L 1 1 4 fcr S Rdc TUee I Y # m G F � _ W O Jr �•EIL!NG LINE --_ 0 g 2, W O R 3 V 2 - 4'_�' SLOTTED BOTTOM CABLE ■ z O v � TRAY OR WIRE FLEX TRAY SLOTTED BOTTOM GABLE 6' -0" MAX. AISLE WIDTH G�ON•�I, a ; L. 2 ' - ( ' -p" 3" TRAY OR WIRE FLEX TRAY I6 #A, 2x2x2 ANGLE WITH o J IS GA, 2x2x2 ANGLE _ `rte SLOTTED BOTTOM GABLE �� � SCREWS EACH SIDE TYP. a 2 I 12' -4 ' TRAY OR WIRE FLEX TRAY w WITH (2) X12 SELF •t .r SLOTTED BOTTOM GABLE , BOT OF TRAY 1 ; TOW 1245 FEAR AVENUE Z 4 ��_ - - -� TAPING SGREWS ; L -�� 3 WAY 90 DEG BRACED MOUNTAIN VIEW 0 o p N II' -6" �_ -'� TRAY OR WIRE FLEX TRAY ' ' EACH SIDE TYP. - -- FITTING w SOT OF TRAY 1 i p•• 1: 1 I _ "'••��' � �- Q O. O ' MAX. �� PI956 (UNISTRUT) w - = W ° H ° _ GA, 640 -I I z z -- w `_ I Q � II �\ 5503R (B -LINE) ( 650) 335 -I�fGO Q In a o vSIM FOR GABLE � \ FAX (650) 335 -1988 a o v ¢ d' v Q CONTINUE SUPPORT I5" DIAGONAL BRACING, V ° BEYOND COLUMN , ONE SIDE TRAY FOUR TYPICAL, TWO 269 W. FRONT STREET v w SUPPORT AT END LOCATIONS. MISSOULA - ` - (N) 12 GAUGE STRUCTURAL WSIM 12 GAUGE STRUCTURAL i y ` MONTANA, 59802 ° z z - I SUPPORT FRAME 522 ( SIM DBL SUPPORT FRAME 45 DEG ANGLE FITTING B -LINE) ALTERNATE BRACING 52217 (5 -LINE) PI545 (UNISTRUT) (406) 121 -5936 PI000 (UNISTRUT) DIRECTION EAGH LOCATION PIOOIC (UNISTRUT) '` 5I54 (8 -LINE) FAX (405) 721 -5716 OR APPROVED EQUAL TYP. OR APPROVED EQUAL ` CABINETS oz 0 ALTERNATE BRACING fY� "XIY�'X2 " CLIP TO a 1 / EE (N) 12 GAUGE STRUCTURAL DIRECTION EACH LOCATION SUPPORT FRAME ALTERNATE BRACIN ( N) 12 GAUGE STRUCTURAL O IS DIRECTION EACH LOCATION / SUPPORT FRAME n - 522 (5 -LINE) r 522 (S -LINE) o �' T PI000 (UNISTRUT) I PI000 (UNISTRUT) OR APPROVED EQUAL OR APPROVED EQUAL Z © REF DETAIL I, 2 OR 3 FOR C © © GOLUMN/SRAGE DETAIL m v v B WINGED FITTING 0•' v' (E) 30" .ACCESS FLOOR (E) 50" ACCESS FLOOR SIM P2545 (UNISTRUT) 375 PSF UNIFORM 315 PSF UNIFORM 8269 (8 -LINE) 1500 POINT LOAD 1500 POINT LOAD - / (E) 30" ACCESS FLOOR / 1. I 375 PSF UNIFORM �- i -� 1500 POINT LOAD ) FLOOR ( ! j 111.e" 375 PSF UNIFORM S „ i I ' 1500 POINT LOAD TOP OF RAISED FLR ; — _ . --:- TOP OF RAISED FLR _ p EXISTING ANCHORAGE (2) Y2" DIA HILTI KBII W/ 4" EMBED O w I coco Q„ I T T �I - O W 7 T T 7 T T T T T T a T T T T � SLAB ON GRADE l 1 ,. �I I a I I I 1 SLAB ON GRADE ! I t I �I a a I I P° 1 (� w F a EXISTING ANCHORAGE (2.)Y2" EXISTING ANCHORAGE (2),'i" O EXISTING ANCHORAGE (2) Y2" Ce 4 DIA. HILTI K1311 W/ 4" EMBED DIA. HILTI KBII W/ 4" EMBED DIA_ HILTI K811 W/ 4 EMBED 0 0 1 7 - 1 - CABLE TRAY BRACE 2) OVERHANG CABLE TRAY BRACE CABLE TRAY BRACE 4 CABLE TRAY BRACE AT AISLE W 3 W i_ ) SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" - SCALE: 1/2" = 1' -0" - W CABINETS OR RACKS (RACK SHOWN) ° Z Z (N) 12 GAUGE STRUCTURAL Y4" MAX. EXPOSED THREAD WITH NO SUPPORT FRAME SHARP EDGES. 522 (B -LINE) k - REFERENCE PLANS FOR < - 0' 1 I PI000 (UNISTRUT) (E) 30" ACCESS FLOOR - I APPLICATION LOCATION. OR APPROVED EQUAL 315 PSF UNIFORM I 1500 POINT LOAD V) SLOTTED BOTTOM GABLE I OPTIONAL WELDING #12 SELF TAPING SCREWS _ _ _ PREVIOUSLY DESIGN/INSTALLED TO -' TRAY OR WIRE FLEX TRAY CONFIGURATION I EACH SIDE TYP- 2 MIN. ti 1 1 f ACCOMMODATE LATERAL LOADS OF Q W z I , I EAGH MEMBER / CABINETS /RACKS. W Q 0 lb GA, 2x2x2 ANGLE WITH i / Y L)'�' 4 "xb" 16 GA PLATE, EAGH - __ I / (2) .12 SELF TAPING , � I S IDE TYP. / Y2" ANCHOR EACH SIDE TYP. I J CD SCREWS EACH SIDE TYP. -. ..T FOUR LOCATIONS TOTAL Q Z g j _ 90 DEG BRACED FITTING EACH CABINET OR RACK _ L 0 o ' - oII is P2454 (UNISTRUT) - ••• �0� _ ,_ �- - 4 12 SELF TAPING SCREWS o 1 ;; o j r ; 5544 (BLINE) ` w I- Cn , i 0 EACH SIDE TYP. 2 MIN. Q Q / p -±. / ; o EAGH MEMBER. o o _ - \ Y2' ANCHOR EACH SIDE TYP. STRUT SPANNING 2 -3 z N / I 4 "xG" lb GA PLATE EACH CABINET DETAIL SIMILAR 90 DEG RGD F -/ PLATE, STRINGERS MIN. P2 E (UNISTRUT) ITTING I SIDE iYP. - o (CANTELEVER SPAN NOT I- 5544 (SEINE) OPTIONAL WELDING AL I CONFIGURATION CABINET /RACK ANCHOR FLR MOUNT �, r ,-, STRUT SPANNING 2 -3 SCALE: 1 1 /2 = 1 -0 f� I- STRINGERS MIN. CABINETS OR RACKS (RACK SHOWN) C) I•- (N) 12 GAUGE STRUCTURAL Z SUPPORT FRAME Y4" MAX. EXPOSED THREAD WITH NO W SHARP EDGES. 7 A TOP DETAIL 522 (8 -LINE) REFERENCE PLANS FOR (E) 30" AGGESS FLOOR PI000 (UNISTRUT) B BOTTOM DETAIL CV -_ -__ _- --- .__ -____ APPLICATION LOCATION. OR APPROVED EQUAL I SCALE: 1 1/2" = 1' -0" - SCALE: 1 1/2" A = 1' -0" 1 t) I CABINET DETAIL SIMILAR —1 -1 p: ® o _:J b W _ = MI x V U I Y2" ANCHOR EAGH SIDE TYP ® > ii '- FOUR LOCATIONS TOTAL - - i _ EACH CABINET OR RACK !r_'- 1:11:61 =',-, y N - �.n M V 1 Z O a 12 GA STRUT o m 5-LINE 522 OR V °c UNISTRUT F1000 •'- 1 Q,w. E‘'... /2" DIA. HDI ANCHOR ®40" o E- . q $ O.G. W/ 2" EMBED. ALIGN W J / RECEIVED tO CITY OF TU 7 GAB. BASE MOUNTING KWILA T T ms HOLES. , z r71 ° , `i?' m 4 4//3 � I I PERMITCENTER tiAhk n , � 7 677 P. "cGiSTERED FlRC'i;Tc= C T / (-1 " , 1 NOT USED NOT USED F CABINET /RACK ANCHOR SLAB MOUNT ' Z /ix/ � `� ` SCALE: 1 1/2" /2" = 1' -0" SCALE: 1/2" /2" = 1' -0" - S CALE: 1 1/2" /2" = 1' -0" ` , c,v / A..2 "Iit-0-24-A-VD ______ / _____ m 0 WALL PANEL H 8 " 8" 8" - 3 O "W / BACKUP PLATE , 3„ HOLES FOR XI4 TEK 3 HOLES FOR #14 TEK 2" p _ - _ — Q a °_ O o TRANSOM PANEL . ��' C HOLES FOR I4 TEK C SCREWS HOLES FOR X14 o o $SA ANGLE CLIP 7R _ SCREWS SCREWS � 3 3 x3 POST 3 V TEK SCREWS O S TRANSOM '�E" P 3 "x3 "x�(E" POST ( I _� L� 3 "x3 "x POST 3 "x3 "xsi(EPOST F 1,'s" H.M.s. 7 O faORDON•PR�1, NC o tt:,` NUT Za , ■ , . PLATE Y t 4 " PLATE ' � ■ 4." PLATE m 4" PLATE 0 111 6 1 _ Ya' GUSSET y GUSSET w a P1 1 '4 H.H M.B. 1t�t d; NuT �� 1245 PEAR AVENUE z Z I MOUNTAIN VIEW TRACK 1 A GA, 94043 1431 w Z J . r o 1 O M 0 FAX (550) 1 33 � 1988 ,4 g o v¢ g i E 8- TRUCK ASSEMBLY - �, CORNER TOP PLATE 2 3 WAY TOP PLATE 3 OFFSET TOP PLATE 4 CENTER TOP PLATE MISSOUFRONT STREET F 310 RICHARDS- WILCOX , _I. DOOR HEADER HEIGHT 0 ' 1'-0" \ } �3 SCALE: 1" = 1' -0" MONT•NA, 5PSO2 (= NOMINAL :OCR HT. -1 A3 SCALE: 1 = �_ /8" BAND .� � A3 SCALE: 1" = 1' -0" A3 SCALE: 1" = 1' -0" WELD TO CHANNEL `ME_. (406) 721 -5136 1 X 1 _ FAX: (405) 721 -8716 SLIDE GATE FR.414E 1.0_ ii ALL PANEL BEYOND 1 -I 2' x 3,t4' CH4NNEL o a L6yj 6„ w - S. HOLES FOR 3/8" ANCHOR 2 HOLES FOR 3/8" ANCHOR I / ° r SLIDE GATE HEADER TYP TYP. z I i- � ) S TRANSOM 3 "x "E" POST 3 "x3 "x%," POST O ;, " PLATE .o ;,, B y4" PLATE W 0 mi. MAINTAIN CLEARANCE FOR INSTALLATION OF S CAP BAR_ N ' 1 MI 2-1 BAR 1• ( CENTERED BASE PLATE 6 OFFSET BASE PLATE 7 NOT USED I �. A3 ) SCALE: 1" = 1' -0" A3 SCALE: 1" = 1' -0" Q$ SCALE: NTS � 1 - /s" x 515 1111 NN I /4 U BOLT 0 W VERTICAL MORTISE 5/ NUTS 0 24" O.C. BAR WOVEN WIPE MESH ' ` 0 W SUDS JAMB IMRE MESH PANEL (J (Jul 1 f4' P.H_M.S. FLOOR SHOE 9f16" HOLE Wf - r1 i f 4" X 5 / 8' C AP BAR W `NUT 1 j4' H.H BASE PLATE a 1 -t/4 X -1 4' VERTICAL M SE BAR $9 TO X2003 i NUT H M 5 1 1 i/4 CA-5) k 1/B` 1 ANGLEf4 k 5 BRAISE WALL PANEL SLID JAMB , 1f4' Tt7C SCREW Q� 41ELDEEI TD WALL PANEL 18" O.C. TYP. J , i, r W OVEN WARE MESH 11 f'" 1 _ ~ ,D GA. ..�� cI _ tt 1" X 1 /2 CHANNEL 1' X 1/� CHANNEL , i • / 'IYC t , { - W Ce BASE PLATE W.'ELD 10 VERTICALS WELD TO VERTICALS 1/8" BASE PLATE NM ` .... ' ', . 1 -1 4' x 1 -1.4' ., ��P.� +�' �� .r r VERTICAL M�ERSE BAR 1 / ' s �� j '�"'' _ ,__ %E �� . 2 z z 1- 4.1 Y SY ICZI EL a , 5 • 3/16' P.ILET * 24` O.C. § _ . �_ _:.. 1� '� L".0': - -4 . : i f— � 0. � �� ��� �� f # � "—WOVEN RARE MESH CONTINUOUS ■�1 WOVEN WIRE MESH ` ". ,�7s HOLE/ f ►_,� �� W,/ BAWL 2820 1/ NJH.M.B. LOCK RECEIVER i � !! _ � � 1 1 4" X 1 -1 4 TUBE POST 1J4" NAL -IN W/ NUT / f 2' X 2'" X 1f8' X 1" ANGLE CLIP ANCHOR AN CHOP. 18 D.G. MA7. ' -§2O GUIDE 7/16 "6 HOLE Wf 1/4' X 1 TEK SCREW es,HORIZ. 1 -1f2' X 3f4" CHANNELS GUIDE BRACKET 8' WEDGE R. (f) w/ 3f 80' CORNER POST w I - TYPICAL (2) PLACES 1' x 1/2' �� 1f4 N.H.M.B. VJ /N STIFFENER TYP. G' 1 J /2" X 1/S B AND GATE FRAME. TYP. ALL SIDES CHANNEL STIFFENERS 411. €:91 *I Q W Z TYP. ALL SIDES 1 -1/2" X 3/4" CHANNEL ( WELD TO VERTICALS WOVEN W1RE MESH — W o O W/ 1 -1/2' x 1/B RAND W < I +mom._. FLOOR VERTICAL CI LOCK JAMB GUIDE JAMB i � F-- -I 0 1j4" - 2D x, -,fz' EVERY 0 CONNECTION " i j' < Z VEFiICAL MORTISE BAR H.H.MJ3. A: HUT 1 -1 4' X s /8' :(,12 GA. /CEL (3,3-WAY .�.� 0 ROLL- FORMED "C CHANNEL HORIZONTAL TENON BAR 18" O.C. MAX. U} W j 1L^~�� 155" - VERTICAL MORTISE BAR __ 1 -3 X 5 B' z 1 8' 1` 7 i/ X 12 GA. raj FORMED L ASTRAGAL 1-114 ' K 1 1 -1f4" K CLARITY) CHANNEL Z N POLL- FORMED CHANNEL /B" BAND WOVEN PARE PAESH WELD TO CHANNEL SEC710N t+fFl.D TO CHANNEL— (FLOOR SLIDE NOT SHOWN FOR CLARITY} �H� FULL 11T OF GATE W GATE ®j8" c. Mp}O UT ' MORTISE BAR 1 -1 /¢" x 1 -t / +' nleE TCM TEE CONNECTION (� 1Ja' SET SCP.EW !� _ 1 MID-PANEL T O LL- X5f8` X AN �,��� O 1101i ROLL-FORNE °G ' HA �_�_,� �r�� /. &JNG PANEL CEILING PANEL -5 /163/5 H OLE wf t ALL WIP.E OPAWN iHRDUt 1 1 millo S ? CE \ r) 1 FLOOR SHOE ., FFSTENER TO SUIT HOLES IN PERTI�ETER FRAME �A -J =1.j�� «�7 + =` \ 0d - ACC-PO-CAST •�ST FLOOR CON�nON AM1 R7 GUt HED SECUREL I- f $ P108CC r / (2 PER FLOOR SHOE} GATE FRAME PANEL F �i� li��_ • H.H.MB •- 0 M / 1 -1 4' X 1 2" GATE FRAME 1 - /4 " X 5 je ' 4PAP .4MIi _ W NUT �� r AT CONCRETE FLOOR !' ^^ c ^ ��' PANEL -PANEL CONNECTION if4" HHMB WJNUT FORMED CHANNEL 1 -1f4' X 1 f2" FORMED CHANNEL - •r +� Z ACC � USE RAPS 2820 1/4" , r J 18' 0.0. MAX. FORMED CHANNEL ��� ✓✓ J.�_� itiN 18' 0.C. MAX. W �/ GATE JAMB GATE IAMB me f 11 NAIL -IN ANCHOR - 1 -t 4 X 5 S ' r ; J ■�I AT COMPUTER. TICAL FRAME 1 -1/4" X g!8 r : 1, 71 �,_ t -1 4' X 5 8 " FOtpthtt0 GH .NNFL 3" x 3' TIGHT PIN HINGE FOAMED CHANNEL V {{ 1/4 TEK SCREW 1�1- USE 1J4 X 1 IJ2' FORM CIiANNEL t -1 2 PR. PER GATE 1 /4' TEK SCREW MIN HEX HEAD TEK Wan T�GATE AND JAMB =I�1� ® 12' O.C. TYP. WALL PANEL k� i ; i SCREW LOCK JAMB HINGE IAMB BENT CUP 0 1 1 -1/4' K 5f8" ` 4 PEP. GJTERSEC4W 1' CHANNEL W m x ,� FLOOR CONNECTION CHARM L . TEk SCREW V ° " U u CONNECTION - -- CE PAEL F A G R ME LI PANEL CON NECT � a 1 ION : / .H.M. B. W /NUT ° f8 I c JLwG _ - COW -g ; WOVEN iMPE MESH t -1 /4" X i -1 J4" " X i/8 ANGLE I -1 `4" X 5 rB" TRANSOM PANEL ' , ' y WOVEN WIRE MESH m :'ER14C.4_ MEMBER I•' 1f4 W H NUT S'� # a 'T r 16 O. MAX. .lil. GENERAL NOTES; 1° .. 1 2" CHANNEL M . T t .iii, r � .I�I CALIFORNIA WIRE PRODUCTS CORP. � z DOOR HEADER HEIGHT i l � � r x , s" BAND 1 l Ho+�L �•� I' .._ � 1 . MESH 10 GA. 1 -1 /2" DIAMOND. DRAW ALL WIRES '11� WEST BRADFORD CIRCLE g c2 o (- NOMINa,L •DOOR HT_ -1 "j , { ,,,,,,, �� TENON 1 eaR � :� i � �� THROUGH HOLES IN PERIMETER FRAME AND CLINCH � � � „ � cHANf�EL r P ANEL FRAME J� SECURELY. WELD EVERY 6TH WIRE TO FRAME MAT L. CA. 91720 •.. + : :. ' 1 j4" J „ BOLT r 2. 1 VERTICAL 4X 9 F RAME 12 GA. ROLL FORMED CHANNE �O E- 1-1/4 - L x 5fB” CHANNEL NUT 2 1 O.C. $ VEP.SICAL NORTSE BAR E 1 " ", PHONE'? FAXi� }T3S1070 RECEIVED ODO F RAME 1-1/4" Y, 5 /Lt' CHANNEL O 3/8" ANCHORS O 24° O. C. / CITY OFTUKWIIA H N WOVEN WARE MESH 1 - Y, 1f 2" CHA NNEL (FASTENERS TO SUIT f 3. HORIZONTAL 'FRAME AND STIFFENERS 12 GA. DRAVN BY PRrnIUDT _ W w (FLOOR SHOE NOT SHOWN FOR CLARITY) 4: WALL CONDITION) ROLL FORMED CHANNEL 1" X 1/2 ". LS WOVEN " �Z -- �� R HEAD 6 WAY CONNECTION (7C -3W} WOVEN WIRE MESH 2" X 2" X 1fB` ANGLE 4• ATE FRAMES 12 GA. ROLL FORMED CHANNEL DATE VIR: UG QERaA1TCENTER AL 1 - 4" X 1 2 ". BAND ALL EDGES OF GATES WITH I� TRANSOM U1 CEILING ANGLE (CAP -iOy U2 WALL CONNECTION (CAW -10) 1 -1/4" X1 STRIP EXCEPT LOCK 510E OF SWING -�� - �� DOO GATE (USE CONTINUOUS "L" ASTRAGAL. SCALE ME!!! sIZE 7677 5. STANDARD COLOR: MACHINERY GRAY. NONE 1.5 "'X 1.5" N r-c �® 6. CUSTOM COLORS: CONSULT FACTORY. SERIES PATTERN STANDARD DETAILS 101 SERIES T• OPTIONAL FINISHES: GALVANIZE, POWDER COAT. nI;CHITF r ' TITLE 101 DIAMOND / x/.._ F ILE NAME �:rawp�det 1131 \d $ t_101b FINISH A. p 2)t)-2—"B-1-1-1) .... „_________, � SPECIFY � - � ' �'�; J