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Permit D02-027 - MICROSOFT NETWORK
Microsoft Network 3433 S 120 PL D 02 -0027 , O' 4� t i . City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 1023049069 Permit Number: D02 -027 1... I Address: 3433 S 120 PL TUKW Issue Date: 02/25/2002 • 6 5 Suite No: Permit Expires On: 08/24/2002 U O Tenant: co w ; • Name: MICROSOFT NETWORK -J 1 Address: 3433 S 120 PL, SUITE 100, TUKWILA, WA co LL O w Owner: g Name: SABEY CORPORATION Phone: 206 - 281 -8700 u. Address: 101 ELLIOTT AV W, #330, SEATTLE WA • N D = IF— w Contact Person: Z F i Name: BRENT BIRD Phone: 206 277 -5222 I — 0 Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA WA W W . 2 m Contractor: U N j . Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4200 0 1-, Address: 101 ELLIOTT AV W SUITE 330, SEATTLE WA w Contractor License No: SABEYCI033KM Expiration Date: 01/04/2003 i U tL f"' DESCRIPTION OF WORK: Z I INSTALL COMPUTER CABINETS AND WIRING IN EXISTING TENANT SPACE. U CO Z Value of Construction: $300,000.00 Fees Collected: $3,492.19 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 ! I Public Works Activities: , I Curb Cut/Access /Sidewalk/CSS: N I Fire Loop Hydrant: N Number: 0 Size (Inches): 0 I Flood Control Zone: N 1 Hauling: N Start Time: End Time: • Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. _ _ Landscape Irrigation: N "` ,;: 1 Moving Oversize Load: N Start Time: End Time: . c "`' ' Sanitary Side Sewer: N ! : . " Sewer Main Extension: N Private: N Public: N ^ : r , 1 Storm Drainage: N Street Use: N : , - ,...1, Water Main Extension: N Private: N Public: N : ? � r fi �,� Water Meter: ' -b! t,. I,� Channelization / Striping: 50 ; ** Continued Next Page ** : F f . doc: Devperm • D02 -027 Printed: 02 -25 -2002 E :. 6. i.:e lLiw..3a 1. 4, ' ,...: .. ,.,C. . . ,...:..._. - :r_ ;....:i:::,•::s,u.i:.ES;.SS.it v:.,e' ;.,• ..;t,5:tna.a:.,..�e..:..:.,.. �.. a....m.:..w.,L,z.. �..: .... ». .w Y. ic... .dl... ...s ,..... .... s. .,. ,.. wwe,..c, u -,v+r» .....r...r..- .;r.w«nw.. «n. ,+v..,r.w+.c*•.uw .. ,H-wu....++...«.. i • , • PAN •` ' x N �� City of ukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: . - l « Date: s 4 oZ . ,— w re 2 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 • t6 m ordinances governing this work will be complied with, whether specified herein or not. U 0 co o I 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 = I regulating constructio r the p r Orman of work. I am authorized to sign and obtain this development permit. N 1.- V wO � Signature: 7 Date: d �) 2 ¢¢ LL Q `. 4 $ P rint Name: t`�' T �� = d ' X. 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 ? suspended or abandoned for a period of 180 days from the last inspection. Z 0 0 ` I W w I 2 D U O • ,O t �. 4 0 I— . WW H — IL. /—; — O LU FU— _ CO o ) "-. Z i i ■ I ' i , I , 1. . t . k , e , i iro ', y , ,,p,-.F:::, I :. t; 4yt� doc: Devperm D02 -027 Printed: 02 -25 -2002 t ,UV2 . ,. N cwo «'..r. w... .....,. :.+,.s..s., w. •w.,.:, w..cwww...s..+.. - .....err.... «a vw- vw,W 1 , .1 ■ Z ~ W W C • J U ' O 0 W W I N W O Q_ U-Q I W Z = F- , F-O Z F- • W U 0— • 0 F- r { rS'}"yle'''.`*"4} ^f+� N•- v n* +n•— q .r.e :'n . 3 ,' . , .. .. • W al { O • 1 ` I W , , Fi % : : e rg . ' . . • f , v t O 1 • , t ` Bala Due: i q q 8:5 jt r Need Current Contractor Registration Card: (Yes ` Q No . Need to Enter Contractor Information in Sierra: J Yes ❑ No ' , L {' _ i Kj1' +�, v N.4 V g Y ti t , ... .. � -6 3-. V ` i ,� k —• � k r 1` 5� r ,... .. „ a 1 _ „ , iY I i i -.' " . , .. , . rli § - t ,„ : „.„ ?'iltFw4:'� K sv i- is 1�k , r i ckt ,!,,,,„ 3 • .... , . . ., .., ... . _.•...........•_. . . ..,•.,_......__,..............____ • E PLAN REVIEW /ROUTING SLIP , . , . • ACTIVITY NUMBER: D02 -027 DATE: 01 -29 -02 z • PROJECT NAME: MFN ' ? z w SITE ADDRESS: 3433 SOUTH 120 PLACE . D i U O 1 _ X_Original Plan Submittal Response to Incomplete Letter # w = 1 1F . •Response to Correction Letter # Revision # After Permit Is Issued w O 2 � u, < DEPARTMENTS: ' w d f- i Building Division XL Fire Prevention I I Planning Division n Z ,., zo Public Works Structural Permit Coordinator j o U 0- CI H DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 w w E I Complete Incomplete , Not Applicable i ti 0. U= Comments: ~O T . • 1 z TUES /THURS ROUTING: Please Route I I Structural Review Required I I No further Review Required n 2 • REVIEWER'S INITIALS: DATE: • { APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -28 -02 . Approved I7 Approved with onditionX Not Approved (attach co ments) I I _ . I :.,, , .4. ` -'s° . REVIEWER'S INITIALS: DATE: 1 «ee Xt� • CORRECTION DETERMINATION: DUE DATE 1 ' Approved Approved with Conditions Not Approved (attach comments) :m i, t �; { .�,. ±l �. W ' r REVIEWER'S INITIALS: DATE: ` ,F ^ $ o • \PRROUTE.DOC : "{"` 5/99 a. • * , '• ' � a;[i,.,l. •_ ..n ,.. .. r..a:.�,... ,.a.... ,�,..,...,. . ...cy�. .. .... . ... .. ...... ... ,.._..., ...-r ..,...., ,.�,.r s .n�.. r..:• >.. nrcn,u:rrn�� x:�v!fe,^•±x'..3'L`s/Y:�'�Y'F . .. .. .1 ' . :...... I � PERMIT NO.: VOZi'' oz TENANT NAME: M r 1 v BUILDING PERMITS INSPECTIONS CONDITIONS O 1 Progress Inspection Status X10001 No changes will be made to the plans unless approved I ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division O 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co Z ! ❑ 4 OK to Occupy ■ 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate Z ❑ 5 Remove Stop Work Order permit .1— p p ❑ 6 Follow -up 10005 All permits, insp records & approved plans available W rt n 10006 All structural concrete shall be special inspected 7 Pre -Move Inspection s P P' ❑ 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified U O ❑ 60 WA Ventilation/Indoor AQC inspector N 0 O 70 NLEA Inspection /Modular Struct ❑ 10008 All high- strength bolting shall be special inspected ` rn w ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected LU z ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila N u., ' 0 90 Resteel Building Division W 0 } ❑ 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report 2 ❑ 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation J ❑ 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid u_ Q ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment , y d ❑ 300 Concrete Slab /Slab Insulation ❑ 10015 Engineered truss drawings & calcs shall be on site H W ❑ 10016 Any exposed insulation backing material shall have = ❑ 350 Crawl Space . ❑ 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 Z O ❑ 500 Roof Sheathing Nailing retardant class of roof w W ❑ 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved 0 550 Exterior Wall Sheathing plans U 0 s ❑ 600 Masonry Chimney O 22 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 I_ i 700 Framing ❑ 10021 All food preparation establishments must have King Co W W 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of U 800 Floor Insulation ❑ 10023 Notify Building Division prior to placing any concrete LL , 801 Wall Insulation f- 0 ❑ 10024 All spray applied fireproofing shall be special inspected Z O 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated U Cl) ■ ❑ 803 Glazing Inspection ❑ 0026 All structural masonry shall be special inspected F— _ ❑ 815 Lighting and Controls 10027 Validity of Permit O I ' ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit Z . ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 1 110 Pre -Move Inspection ❑ 10031 Comply with requirements ofTMC 16.04 ❑ 1 115 Motor Inspection 10032 Remove all weeds, concrete, stone foundations, flat ❑ I120 Pre -Demo concrete ❑ 1 140 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 Conc Frame , ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding ❑ 10041 Ventilation is required for all new rooms & spaces r: ❑ 4005 Special- High- Strength Bolting ' ❑ 4006 Special - Structural Masonry ❑ 10042 Fuel burning appliances ! "; y �,".: � ' " : ' ' ❑ 4007 Special -Reinf Gypsum Concrete ❑ 10043 Appliances, which generate , ' 10044 Water heater shall be anchored �,'� {, � ❑ 4008 Special - Insulating Conc Fill ❑ , ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof irk'- it .d ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial it shall be anchored t prevent flotation " "'`' ;f� ❑ 101 1 Special- Shotcrete improvement ��' `� 4 4` ❑ 401 Special - Grading, Excav /Fill � ' ' ^ - ❑ 4013 Special- Retaining Wall 02- 1-vv,ot ❑ 4014 Special - Panels Plan Reviewer: Date: ❑ 4015 Special -Smoke Control System t ,4 ,' ``' , � Permit Tech: D ate: 2 12/61—'• Sr atoxi »(,' f I ". tfreowo410tldL entwo Plova m 4 IIYRweo rstm getyw *r..,,,m040"....: .. rnuaY;+,sti.ort ft-..y .: ^iu s'Nk rah:mAo m rt vwl.:c r*v:' 3tCf'.X/v'x`rom latf a,AtiY[ \i --Abs ,..„...,0., . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 027 DATE: 01 -29 -02 z ' PROJECT NAME: MFN • 1 z ` � w � Jo SITE ADDRESS. 3433 SOUTH 120 TH PLACE �- 6 6 -i o 1 X Original Plan Submittal Response to Incomplete Letter # w s ! - CO LL Response to Correction Letter # Revision # After Permit Is Issued w O { — � J u. Q DEPARTMENTS: _ I. w B uilding Division n Fire Prevention Planning Division 1- p z F-- Public Works n Structural I I Permit Coordinator o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 H v_ u- O Complete Incomplete Not Applicable I w �` I U = I Comments: O F"' . z TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: • APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -28 -02 Approved Approved with Conditions Not Approved (attach comments) };; t�-- ' REVIEWER'S INITIALS: 5lD Z— DATE: Z 102_ ' E,.. gg , CORRECTION DETERMINATION: DUE DATE ► r`: ' • a a; Approved n Approved with Conditions n Not Approved (attach comments) µ41 REVIEWER'S INITIALS: DATE: . 4 3 \ PRROUTE.DOC ` v `: 5/99 : +vx+ No-.. r«...-,... .... .. .......... .... ,. ...,«..... ,.. ...� • �... yaw.., aH....,.,«. m,. .J:.,w.:..ww,.+ XYni'B^r'tlti�ta: SKPRa�i%Rrl'M1iY+�?."4 ; . ■ PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02 -027 DATE: 01 -29 -02 z a PROJECT NAME: MFN , ;? W. re SITE ADDRESS: 3433 SOUTH 120 PLACE • 6 00 N p X Original Plan Submittal Response to Incomplete Letter # w = _ — J H t N u_ 1 Response to Correction Letter # Revision # After Permit Is Issued w 0 — 2 J DEPARTMENTS: • = d I- w B uilding Division Fire Prevention Planning Division F- E-O z F- Public Works X Structural Permit Coordinator I I > 0 0 N_ O F- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 = v T �0 Co mplete , Incomplete Not Applicable LLj z U N ..... 0 _ Comments: 1- ' z TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required I I t REVIEWER'S INITIALS: kJ ( DATE: I /g(/ L77_ APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -28 -02 Approved Approved with Conditions n Not Approved (attach comments) 'y,' -. REVIEWER'S INITIALS: DATE: F usz r Y . CORRECTION DETERMINATION: DUE DATE + ,, • „. + . 4• .it Approved I 1 Approved with Conditions Not Approved (attach comments) I I , , };� p p pp pp i;, r<, l� @ �T j y YS ,�9 t ! REVIEWER'S INITIALS: DATE: 5 '' t \PRROUTE.DOC 4 {M {f ' afi , .� �. 5/99 D r ti,:: , i u: wrtvkwxrtSWncr vt✓S7kha+Wxyaau. "nt*Mn. t*' cr:,:.;.•:,.. t:+ cr.. m., y.,.. sn. w.. v- y.... c.,. ra'xaay:aGazrlr_R.Y4.uc3{gR41y5 4d1 i , r ., •,, : ---,.. ..'°. PLAN REVIEW /ROUTING SLIP i . ACTIVITY NUMBER: D02 -027 DATE: 01 -29 -02 z PROJECT NAME: MEN . , 1- z o c g SITE ADDRESS: 3433 SOUTH 120 PLACE 6 D UO CO O X Original Plan Submittal Response to Incomplete Letter # J = • F- CO w Response to Correction Letter # _ Revision # After Permit Is Issued w O g u. Q � a DEPARTMENTS: I I-- w Building Division Fire Prevention Planning Division X 1– O: Z I- ww Public Works Structural I 1 Permit Coordinator 2 o ( I ;o 0! w — DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 H v H L I z Complete I I Incomplete Not Applicable I iu u) V = Comments: p F.' .. z TUES /THURS ROUTING: � � 1 . Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS:..,‹4 DATE: 0t • D- % a a' APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -28 -02 Approved Approved with Conditions fl Not Approved (attach comments) . y 10, o REVIEWER'S INITIALS: DATE: ``yy '4 7 Ti. ? CORRECTION DETERMINATION: DUE DATE . !:{ nE = : k d, ` i 51 Approved n Approved with Conditions n Not Approved (attach comments) N. REVIEWER'S INITIALS: DATE: U ° ` e ` \PRROUTE.000 h 5/99 sTe ?1� • . � "..,, ............. _.....,....,.., ,. ,. ....... «..,. -.--.. ., .,. ,. ,...:.......,. ......., . xn - --,. -- ex vr., x e�}yj...,w.;. «w^o:'.!*R>g4:: .y.., wdn {Yx+ a> ia✓. o a+ ofre :.m,,..HUid.mx iK!" c�tJv: rwiv�nt ':�[eC?Vteb'.i'ahb:Vi`.44it+1rL t'!!.!`'w'• CITY OF Tl !KWILA FOR STAFF USE ONLY a( 3 y li : - 9 Permit Center Project Number: ` ia 2 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 C�� soi's . . . (206) 431 - 3670 Permit Number: C ) 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 NamefTenant: Value of Constr tip 0 F N '� 000. U 0 Site Address: City State/ . ip: Tax Parcel Number: �' 3�I33 S oaTI -1 (3o PL _ t 1)l t Yt�� t0 3 -706 Property Owner: Phone: ,a-:11 b `� �� l \ t NAT)oN A1 - i),), `Y t' ST LLB Street Address: City State/Zip: Fax #: 17,W) ` tt . -(NIL4 //NIT. 31 urWtLiIAA ` /b10 aU6 a-Q t 09:9-0 Contractor: Phone: f,ACL ( p)6 i\ir�1 I,t)t)1ze-- 5 i/ICF,S it C c 6 93d.- `6 C DU Street Address: 43t) r.- T 1 i'ii(3tdr, s•Aki to CCAState/Zip: Fax #: (--(03 1/4-13;3-- `7 l .� ( Architect: / I Phone: 5 .At- r2c:14 rr; I �Crct a�:— O- ucv s 1 cr7 o 0 Street Address: City State/Zip: Fax #: j -lD v - w) (•q I k1T 50,D, T u ICw i L A 9 6/Lb a- 1 0 a- B I o a-- O Engineer: Phone: gild, t N(%��tZ -S /4,/,), ?AI Ca 53- 7.56% u Z Street Address: Cit S tate /Zi Fax #: . < (, �� L+/1ZC)(,�tn1✓v ' t' = Al S �'G ttt `l it t a_ 0 to 5 7-2_ tp to i ° _ l—Z W if Contact Person: {�g I�,j g p� ' S.4 (�t:�y �� t�- GT�I�?( Phone: U a?) - S 9 '2...... —1 U Street Address: !� City State/Zip Fax #: U O l (21 ,0 t "- - "C' -4 f' 131, (�tt' Lvt(A eiut - )-0(p I- _ o �-o u) o u) W Description of work to be done: -J H (i St.0 comptIT;4 C:A (N %TS r wit2 l/\1 I1\-1 ) Ai() T1-N 57 E, u) o w Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital < 5 ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office w ci ❑ School /College /University gi Other P" T& cis J'r-- = W Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 173 Hospital Z F = - ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office l— O ❑ School /College /University ca Other '` G CJvTI La Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) U O Will there be rack storage? T yes ❑ no 0 H W Existing fire protection features: g p sprinklers ❑ automatic fire alarm ❑ none ❑other (specify) �" i P 5 LL-O Building Square Feet: �ol �-7'1 existing l Area of Construction: (sq. ft.) t•'d 5 r 61 Z Uu Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no P H , Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets O Z APPLICANT REQUEST; FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews maybe 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: ❑ Miscellaneous ; r� ■ 1 . 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. Larlhall 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 �r the applicant as defined in 107.4 of the Uniform Building Code (current edition). No application shall IZe extended more than once. P Date application accepted: Date application expires: Application taken by: (Initials) r /*- � � - lJa� 5 a. m . � . PLEASE SIGN BACK OF APPLICATION FORM ri MIK /1111116 ice it VIM CTPERMIT.DOC 1/29/97 rail VIM .. a,... _..... .u.,........ , ,... . , . .. ._ ...., ,.on, ,....rvtv.. ..LS +'B .! ;•> �w•M..r • u., . N ..,..,w , .. ti. ,.n,� .n s. ,t ALL COMMERCIAL/MULTI- FAMILY TENANT IMPROVEMENT /ALTERATION PERMIT APPLICATIONS MUS E SUBMITTED WITH THE POLL ' - NG: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL 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(.) 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 z 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 w of use only) 2 11. Location and gross floor area of existing structure with dimensions and setback . , v v O 12. Lowest finished floor elevation (if in flood control zone) w o 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w W 9). _ ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w 0 ❑ ❑ 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. LL- ❑ ❑ Vicinity Map showing location of site w = ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z f' layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of I Z O rack. Structural calculations are required for rack storage eight feet and over. • W ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details a H w W ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of I-- water supply to sprinkler vault with documentation from contractor stating supply line will meet or r'—" z exceed sprinkler system design criteria as identified by the Fire Department. w U ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ in 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) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will 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 r=t= PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW R OR AUTHORIZED AGENT.r. r Signature: / /944-6 r .,/ Date: g t Q i Print name: r312.1-5m (r DI F' 1 D I Phone: d.W 2-7 � ; 2tL Fax #:?() et I 6} �� r Address 2 Za I . u 1tt i Ii 1 VL h 11;./6 • City /State /Zip Tic /L"/ 11 ' ^� �� NNW CTPERIVIIT.DOC 1 /29/97 r WEI al L . _o }', y�'.'$S�Mf1� ° 10'ffdTS » Ya,aw. tv h.'w+xr +r,.: =.w.:.rx..enn;wwt,•..•w.ti.as * nib"''+ 1beY' r4! ��. rt3NlD�Ce: Mv,.,+ ra• Mv..✓, imc«= awrK. ..w,.c!Fr.rotCxFt6ttlWtq►4iL' 1 ' ■ :••• , Z < • ' T I— . ll, ce 2 , 6 = —J C.) ,... 00 \.„,,... WC •1 ,,, , INSPECTION RECORD 44) D4. -7eg7 914S' w. d Retain copy with permit u) u_ , INSPECTION NO. '.: , .' ', ' PERMIT NO . w 0 f) 4 2 d CITY OF TUKWILA BUILDING DIVISION A gll il 6300 SouthcentOr Blvd, #100, Tukwila, WA 98188 (206)431-3670 u. Q r :• Project:;4'.•: , d ,•,=,:,‘: , Type ofinipection: , — 0 3 ,e 'eta €'77 ,Z/te.die.efrey 7 . Addr'-i Date called: I fi • ,.1,e *S /&' ' "' / ' Z si'• 1 Z I— if Special instructions: Date wanted: c .m. U.I ui 2 D fft ReciuM ' _.4-2..,,/,' < . D 0 C.) V) ti . d.,,pc.. C..0i.., - 0 ' . PhoneL, (3 0 I—. it , • '"- ' • 0.-lo6 2:Z u, w i 0 I:- • , Approved per applicable codes. EI required prior to approval. .t. ..„.. -__ I II 0 , -- __ Z , COMMENTS: •-_-, . tii (/) .. ' AWL ..... / rr .A . 1 1 0 F ',. — ., . Z fr , . .,,i, . : , „1 14. , , i;• :.-..., ' ..,. r,. ■:. ''':..' ...,.-,.' 1 .1f. ' : , ,, .,;: ,', :: .... ..t.!;.". '.-,,,, • . ------ c ) • , '' t I / i i t 4 1 ' 4 ." E 1 . --., ,,,,,, , . . -- :- - • , p ,, ,,.,, ?. _ ., 1 : ! . , . i , .. -- ' ,.: " ' . . _ • 4 I Date: 0 /...,..) Ins ect. — 1 , P ' - _::—.4, 1 ilf .., I ._"--_____ .,:;,,,i - - 4 . 0 $47.00 REINSPECTION F ' REQUIRED: Prior to inspection, fee must be paid 1:000 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .., . . Receipt No , Date: , 1 '. , • V I r ,, j : I . . azaa -. '' , ( 0 t ' ''` ''' ' 11. ' ' ' ' - .' 7 : " ' -" ' : ''''' ' ' ' ' ' ''''' , '' ,,c "..";^■'-''' ,.1 '''' 1 : ,.. ;•: , ''.•:.' t 'L: t. , _tsr iv, .1.,41A4 ii0kWi/49.. ,11,:,10.4.ki;.•.4k,46,1;i4.41:134q:`,4r2cis.A. NY' ............... . 44. i s l yr , City of Tukwila John W Rants, Mayor at t •111 10 • %. I Fire Department Thomas ... . ..... .... Jur R Keefe, Fire Chief .11 • /90B - .• 4 1 1 cc 2 TUKWILA FIRE DEPARTMENT 6 - o FINAL APPROVAL FORM 0 0 coo UJ - J Permit No. • boZ- 0 7 co LL . Ui 0 Project Name 0 ( vj t•tg-r) .u) C): Address 3 "I 3 3 S" • 1 .) ( Suite # 1_1S1 z ILI uj X Retain current inspection schedule 0 0 0 Needs shift inspection o tIJ u j LL. x - Approved without correction notice z Approved with correction notice issued 0 Sprinklers: Fire Alarm: ( Hood & Duct: Halon: Monitor: Pre-Fire: Permits: / zi// Authorized Sign ure Da ' e oru, • mirmt FINALAPP.FRM T.F.D. Form F.P. 85 Auvamir • r W=013 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 1,‘ ■ , Z H '. TT ----7---- ' J O s Y N 0 5 ` INSPECTION RECORD e (f) W i 1 t. ` ' ' Retain a copy with permit """" D' i J F ' INSPECTION NO t PERMIT NO N 'i. 4 WO CITY OF TUKWILA BUILDING DIVISION 2 1, ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: , N ;'• Pi 1 C RC)' T 1/F% El- l Ri\NAl1JCJ; /, NA L- ! I W $; . ress• Date called: Z Special instructions: , G Date wanted•,.+ a.m. 1It a..f e- eet � fie r h 7� t Z - `a m . ,) W �J Req ster: '" M a 10.30 Gm W ( L Ows Phone: L O p 1,,., `! e4C. — 7o (9 2.59 7- /`j W ' W . H U <';' , -; E Approved per applicable codes. 'Corrections required prior to apjrpval. W I--. sa { O . COMMENTS: ' : - . r Z rie... .4-- 9 4e.: 7 4 -A 4 'a /dJ)a- ' • O . F— .54-‘1,7/47-7 -4 fr 0., 9c,- / ---1: i e- �. , ' / S / ) L."1 s tif.. ✓, j is ■ , ■ ,p y i *R4 fir: f 4 1 4,.. j - Inspee • Date: ; ,,_ ' 0 $47.00 REINSPECTION FEE REQU RED Prior to inspection, fee must be paid. , � ,K -,. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: fit �'' t 'ir, .... .. ... .. . 1.04; ,'W.., .. t.4.4. ", T:s•l mail .::} ;Alib e ;. ig0,` r::lY:1Wt c smi ' 0,01.4 1p { C ity of Tukwila Mt Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1023049069 Permit Nun'ber: D02 -027 f- z Address: 3433 S 120 PL TUKW Status: ISSUED re • m Suite No: Applied Date: 01/28/2002 U Tenant: MICROSOFT NETWORK _ Issue Date 02/25/2002 co p 1. _ WI J 1-. 1. 1: ** *BUILDING DEPARTMENT * ** co u_ es will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w O 2: No changes P PP Y g g 2 ?- 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be g inspected by that agency a (248- 6630). . N 0 0 = 4: All mechanical work shall be under separate permit issued by the City of Tukwila. t--, w 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These z = documents are to be maintained and available until final inspection approval is granted. W O uj 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as ? m amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). O N 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a U w permit for, or an approval . 0 of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to LI 0 give authority to violate Z or cancel the provisions of this code shall be valid. w 8: ** *FIRE DEPARTMENT CONDITIONS * ** 0 I r • 9: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in z width will require installation of sprinklers thereunder. 10: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. \ . j 11: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 - 4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. . The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. ; d.r Signature: � � t a‘.9-5-0-2. , g / d ✓ Date: , ��.� Si ,,,,._. r r. „,,,. Print Name: ( ✓ t''' Zvi A , Y A �t', ���'^ i t , • , b 1-4t doc: Conditions D02 -027 Printed: 02 -25 -2002 r;.-A ., . • . e t. ... G. .... ... } vKr .:� /t ;.:rIYS..- ia.<,+x^�. ✓..:..YruS:tL' :W .MWMw..oaY.rwN . .: w,.n ♦ aureu. .. w. ..x .. «wwvrv.. n. _.« .- ...... r....... .. .. ....+arr.. +rn......n x.uw.rMrc.W..annrwrxlrye s ) r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP `ACTIVITY NUMBER: D02 -027 DATE: 01 -29 -02 z PROJECT NAME: MFN ' ? z re u' SITE ADDRESS: 3433 SOUTH 120T PLACE m 0 0 X _ Original Plan Submittal Response to Incomplete Letter # w = H Response to Correction Letter # _ Revision # After Permit Is Issued w O. LL Q DEPARTMENTS: = a } 6 1D 4 z= Build vision , Fire Prevention /I Planning iv ision / F- AMC/ 14( Am(' 2.fole . Ala- • 14(47X z I- Public Works Structural Permit Coordinator 2 D �� Ln Ala. Ili 0 • ° O W' O I- 3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 i v { u Z Complete Incomplete Not Applicable n w U= Comments: . p F-- ' z TUES /THURS ROUTING: • Please Route R Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: • 4 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 02 -28 -02 Approved Approved with Conditions Not Approved (attach comments) .• `- ; REVIEWER'S INITIALS: DATE: , r rt� fi �; r IA .' ' °" , CORRECTION DETERMINATION: DUE DATE ,. Approved n Approved with Conditions Not Approved (attach comments) 1,44 -Ai REVIEWER'S INITIALS: DATE: n'¢# • \PRROUTE.DOC :44 3 5/99 PERMIT COORD COPY "��•�����;; RD COPY V' , _. ... ^11w::. . • uxY?.:a.IISlGSG't.33` 5.([ ',.r . .e ,.. r w..... -,.« , 4 • • 4 : &* • r i I s'' '.: , Cit of i ukwila • . • • i I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I z RECEIPT ' ; I—:' Parcel No.: 1023049069 Permit Number: D02 -027 v O . ' Address: 3433 S 120 PL TUKW Status: PENDING co 0: W w Suite No: Applied Date: 01/28/2002 w I Applicant: MFN Issue Date: co u. i w O' 2 . Receipt No.: R020000109 Payment Amount: 1,592.34 u_ ¢; N j Initials: SKS Payment Date: 01/28/2002 03:37 PM = W I User ID: 1165 Balance: $1,899.85 I— _ ZH . I— � O ' Z H . Payee: DESIGNET, INC 2 us' a U 0. • • i CITY OF T UKWIL A co TRANSACTION LIST: 0 H , Type Method Description RECEIPT = V • Amount I - — LI O: Payment Check 20556 1,592.34 w Z. . ow i = • o I - . Z ' . • ACCOUNT ITEM LIST: i'GI C1CC� 218.40 Description Account Code r,kl DCD 1.373.9 Cu r rent Pmts • CHECK 1592.34 i BUILDING - NONRES 000/322.100 218.40 PLAN CHECK - NONRES 000/345.830 1,373.94 01/29/02 16 .1 04 :48 0097 3063 T • otal: 1,592.34 1 . i _I, 1 si ■ sliai4 S i g �' WA' • t401 ,. • 3063 01/29 'x71.6 TOTAL 1592.x 1&37 34 doc: Receipt Printed: 01 -28 -2002 k4 : ..• .:. 1R M hiYM'.W` '^. 1. MwWmn+ r' x0+' Yx"' be+ r. vwVrvn. tvu. ww; w.,,.. ..w..,...Mwn„nwu..u,mavinrv++.M .+nM 3Y^NOIlWW ' .,, .... .,:...x: f')•...: ,..i. '•t:'•a'S l:..'.,'fi: 'Y:.::.,u ,iulu.ttittlr4 „`, a r n a n . . N+ 7 1 1 . , , ......• .q. Cit y of Tukwila • , 71 @PJL EOJ NAME= "HighEdit - " s ©PJL EOJ NAME= "NWQS0259" 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ' 1:11-:, w .6 Parcel No.: 1023049069 Permit Number: D02 -027 U O Address: 3433 S 120 PL TUKW Status: PENDING ® 0 : Suite No: Applied Date: 01/28/2002 W w 2 _ • ► Applicant: MICROSOFT NETWORK Issue Date: w u_ w 0 Receipt No.: R020000257 Payment Amount: 1,899.85 0 g Q ' �. a > . Initials: SKS Payment Date: 02/25/2002 10:56 AM = User ID: 1165 Balance: $0.00 Z = - _ H • O Payee: DESIGNET, INC j Q , O • N TRANSACTION LIST: O H, Type Method Description III w` , Amount I- H' O • Payment Check 20681 1,899.85 Z ` w O u) ! -I, O ACCOUNT ITEM LIST: Z Description Account Code ' Current Pmts . BUILDING - NONRES 000/322.100 1,895.35 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,899.85 i X5 ,,, . „,„„,,,,„ ,ffr tz: a 4235 02/2 97,0 97 TOTAL 1299.05 1 01. E ,, doc: Receipt ' .'t• 6 Printed: 02 -25- 2002 „ ;ry ... _ . ,.. ,.,....s:.n..%ktu.C.t;rii tied;,: 37. ..:.a:.:rt,.:c'+;.ay.c...:.i v o. ',R�...,. .w..•...,+.1'..... mwrrMwr4+” n+ c•. xr. n.• rvtva� ...e+�+c�r+.xr'r�mG�rar.aa, 7 11 • • P , . ' ,-.) ., MICROSOFT Z NETWORKCOLO2 < • r,.. . 6 m UO N o 1NTERGATE EAST i .A 3433 S. 120 PLACE 2 gQ 1 . a TUKWILAWASHINGTON I- z '- I- O y PPE Cabinet Lay Phase II LU . . i ST RUCTURAL CALCULATIONS - § W 1- v i IL t Z W U U t ,A. C. R �_ �,' ' ; ma c „ „ vi� s .6 - 4 . ,� .... C ITY OF TU�KWILA • Z ~ . I © APPROVED 1 ,,, . dir..,: A A X... , . "r - , I FEB 1 2 2002 ;:: ,,,, 1 AI A ; `. 'f0 • C 14' U /44,1 T f5 /iJ f' U ; � I�'/1 4' SIONAL jjjj aJLit�l� �;VI,��fC3?J 1 1 EY- ES 8/28/02 1 1 I January 28, 2002 I Y° , ^_• t r , AA is .• 1 ENW Project No.00049.009 K ,, r r , = .�, 1 Crt P C � v `, Engineers Northwest • I 6869 Woodlawn AVE. NE ' .)u Seattle, Washington 98115 k `, I .....,/ 1 ay. , ,vittt J I . ,, '3 a { t fit . , Dozo j ., -:,.. . . ...,.,r,. ,, , i.i'L.,i .,kzust..4. " , ,, , .t , ,:. u 4, . tl... ,,, '•,sx,i:.., . I,•t, icr...w ....sN U....•_r.wx . s» .. te! rvi ew Nwootvert leorfem . ..;4.1pe~t1 , , , ,.,0".nvrv,s. r ■ r. OMMYA Y,iV Vvfo. MIcROsoft NETWORK cable extension sabey construction partial floor plan cable wire tray bracing plan ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 .M, i!h JOB NO: DATE: ( - 2 y � l SHEET: ENGINEERS 6869 WOODLAWN AVE. NORTHWEST, .E.C�� SEATTLE, WASHINGTON 98115 cable wire tray brace detail above net supplemental cable wire trough support SHEET: A ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 supplemental cable wire trough support section a section b b22 frame computer floor uni-strut section a section b built cable tray rim section c ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. 00043.00, OB NAME /,J Za *It- G*T IC(LQJOFFT dt71•vde-ACS DATE SUBJECT SHEET calculations intergate east cr 1 0 ENGINEERS- NORTHWEST, INC. P.S. SHEET OF 6869 WOODLAWN AVE. N. E. (SUITE 205) Rev. 1/3/00 SEATTLE, WA. 98115 AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS Also 1997 UNIFORM BUILDING CODE - Section 2218 NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness d = nominal screw diameter Designation Dia., d, in _ ( i ) z dW = the larger of the screw head n or washer # 2 0.0860 25 ga. 0.0188 ' I Z diameter, but not larger than 1/2 (5/16 M1N.) # 3 0.0990 22 ga. 0.0283 w FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 5 • Pas = allowable shear force per screw # 5 0.1250 18 ga. 0.0451 -J U Pns= nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 v 0 0 Pat = allowable tension force per screw # 7 0.1510 14 ga. 0.0713 N w Pnt = nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 - H Ppot = pull -out force per screw # 10 0.1900 Fu =45ksi min. u) u- w Ppov = pull -over force per screw # 12 0.2160 2 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE:- Q t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" • I a with the screw head are not to be used. H w Fu, = tensile strength of member in contact 2.) The tested shear capacity of the screw shalt not z i with the screw head be less than 1.25 P = 3.75 P89• Z 0 Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not 111 Lu contact with the screw head be less than 1.25 P = 3.75 P D p U O N E6.3 Shear E6.4 Tension o H Pas = P ns/3 Pat = P nd3 = W For t2/t1 < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of i- U Pas =1.4 (t d)' Pull -Out / - 1 - 1 O Pas = 0.9 ti d Fu, _ Pat = 0.283 t2 d Fu2 W to to Pas = 0.9t2d Fug Pull - over F V -. -Z Pat =0.5 tidwFu, Z ~ For tz/t, > =2.5 Pas shall be taken as the smaller of Pas = 0.9t,dFu, Pas = 0.9 t2 d Fu2 1 , For 1.0< t2/t1 <2.5 Pas shall be determined by the linear interpolation between the above two cases _ ALLOWABLE LOADS lbs. SCREW 3N�, i :a,�. � :.}!: n ? ° ';, i'tia ''° ;•„uav • :'•�2 - 5r ; "r f� /� . ..�., i'L'. .d.r •i ^ r' ' f ;§'3 '`iY.%�g >. ., .r 4 .,:,,'.: p : ti ; <::x "1,8 , i * r + ;y.. .: -�•,. .,Y,. rf.r. •'J 'Y` -•::� `` ='� "� . r.t ;•r .(d -� r. :=i�' :r2i .f. '. G� n .,: .- ..,., ,,' ,: y '' J i;J: ; ;:: f , • ; l. ,: e ,i : z` ._r..r1►P o f : ' 4 :" ,, :.,,.,..c. ., r x '�' S3ry',.,� L :,d s` = 5 : N �` 5:G4 +t;, ` f ra � k� ` r.." ! : v t� iP ,,•, 1 a�� ° ' . -J. ", ' y.;.�ti , ?' : ;; +..:^ �.�: r, i C 2 "'X� r r rt =" •�'rV r �T r:M �;;�'� : r � r�'J; / . SIZE . r: � r.if„f+" 2I d e t :� @,'.•a 'A:`•' ;, .5xe :QW r t,. r ; "r ; �.. r „ '� :S Y Oii10� � z ,•',?.,y, ^ 0:;,'- -?. ✓' - , <24 ,�, ` r :c �r::::� -: .,,:. s %d l3i;1�lr:�,,ar:� t - •,.. •�.s1. =z0���=.�- .;•��i::, GAUGE SHEA - 741 SHEAR PULL -OUT SHEAR PULL -OUT SHEAR PULL -OUT 25 76 52 71 46 88 39 60 33 22 139 78 131 69 121 59 111 50 20 188 96 177 84 164 72 161 61 18 280 124 263 109 I 244 94 224 79 + ' '-r 394 156 370 137 344 118 315 100 ° 657 196 623 173 474 149 398 125 � 12 890 280 783 246 675 213 668 179 r,' 'pl,' ` , .. . Min. Edge �r'�;. DIM. and 11116 In. 9116 In. 112 In. 7116 in. i ' M t o/c Spacing a `' ?pk.G� k y y SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. 1/30/01 « Page 1 Screws.xls ��� ` eq to r„ , . n ae iYY'•4S:1. t**1t .iY U,'v,gmrn,..k.f rrnn..r. ,, ,-- ...1, -,,L . , n t� m x ,'w, k+r '..s... - "'Yfi '"'7s'rh•: . ,. �r :•,:,,.a- . rN(r, rt • YSIh '+w: �^'1^:;.+nn=.iu�y*i ? .+?rv� : Sri °�'i4�uu.1r�7t•,=r�- .... -, t..r� racks . . S FROM FAX N0. j Dec, 19 2000 e3:59PM P2 • Maxim Tech. . Southwestern L abs ;• AWIFIA • 2200 Gravel Drove Fnrt Worth, texas 76118 -7123 TECHNOLOGIES INC Telephone; is, 7) 28 1A FAX; (8171 SA9 -1420 ' as R r REPORT OF .Q MODEL RWC 400 PANELS PERFORMANCE TESTS ,. : m z LE W . ' CLIENT: MAXCESS TECHNOLOGIES, INC. • 6 D: b 23$ Deming Way U. U O. ;1 Attention: M. Jim Scissom , 0 CO O' 4 Summerville, SC 29483 PROJECT NO.: 1103606535 N W WE. REPORT NO.: 720091 J I— • PROJECT: Model RWC 400 Panels DATE OF SERVICE: 1/26/97 COLL. 1.10 • Performance Tests AUTHORIZATION: Mr. Jim Seissom P.O. # 01425 REPORT DATE: 2/13/97 M ~ (Resubmitted 02/18/97) g Q` SERVICES: Perform required tests on samples submitted to Maxim Technologies, Inc. , • u W . 1 I- _ Z �.; I REPORT OF TESTS z o . • 1 p. gi ` • .On t above d ate, a M axim Technologies, Inc. technician performed required U y i tests on Model RWC 400 Panels which were submitted to our facilty by O Oi_. i .Maxcess Technologies, Inc. The results of this testing program are W W •. 1 . presented on the following pages. • 1 U 9 —O. • • • tai z' U= . O 1—;, . • z . . 1 . • • • • i ' i . '#? .,„ Technician: Jack Gar CET. ' ' v? . , 'i • Gary, ,, • ;'f'I' , ,tile, j Special Testing ; I . Report Distribution: MAXIM TECH. • SOUTHWESTERN LABS 7 (2) HAXCESS TECHNOLOGIES, INC. 1;:j,i � r` i i / ,'' Tim • B•esole, CET. . . • Office Manager 1099 OKI% Ow Icons #04 *awls We hot tho atrium WO 01 the Width to whom INN are adrweSteo and shell n of het oduaao semi in lug "ulna. ro alywovat M MD /Wino 1,*(watOly, HUI wig n1 J1wT rrnr w *within I1aU Ift it ro M opmtwW. flow lemma mo rnrata 4 1 tlydV lu d yl >~ngdo (ll>SIYII :�ItVrr rn I MClntl, our drq th,l nrbhlbvu ul IIuI rp:ngnns rrt :yy \dww u rurtn;N tw . I va �:r�, "`Ht . �..x, " �nq t .,. y o Ov il ?.', i ...: a.... L.. . .:... . L}.0.:.' t h 'ei::':iu.i.�vt._.: va/it1!w�'.•• .. W...;' i .Jw`..Y.Y:.ISb.'.c:nla,4.:R.b r.ra_a..• • .� ,. ..xaz , i, . t u-.cwu w.. q tp >rIr*.FYClt!!�I'•SPf�1{IS�+1�1 17�5,urLu�{ 4.i -wu.a • FROM t FAX NO. Dec. 19 200e e4:00PM P3 , GENERAL REPORT • Z Ratiwrt Date 02/06/97 Sample Date 01/27/97 - < • 'e I- Z To MAX C ESS Technologies, Inc. . 2 m c j' "'i"' I . 1103606535 Report No. 720091 o Project Model RWC 400 Panels W I tdefltirtlliot, Rolling Load Tests of Access Flooring Systems —I I- Method of Tcst CISCA Recommended Test Procedures, Section I and Section II w 0 Q y Wheel d1 Size 3" x I- 13/I6" uu.. < r Imposed Load 1500 lbs. (682 kg.) . N CJ Fixed Path A Location Panel Center Number of Passes 10 Z = ' BEAM DEFORMATION; 32" STRAIGHTEDGE MEASUREMENT W O W ' I EDGE 1 -2: - Beam Deformation (Perpendicular to Caster Path) D � '. I Prior:.002 inches. Location: 12" from /1 0 N I After: .037 inches. Location: 12" from /1 0 _ Difference: .035 inches W W EDGE 3-4: 'Beam Deformation (Perpendicular to Caster Path) u- p Prior; .0011 inches. Location: 12" from 1/4 Z I \ —. —` E After: inches. Location: 12" from #4 U CO Difference ,023 inches O F • I ... Z i EDGE 2 -3; Beam Deformation (Parallel W/ Caster Path) Prior: .002 inches. Location: 3" from a3 . After: .002 inches. Location: 3" from //3 Difference: .000 inches EDGE 4.1: Beam Deformation (Parallel to Caster Path) Prior: .001 inches Location: 3 from N1 After: .002 inches. Location: 3" from /l Difference: .001 inches DIAGONAL 1 -3: Beam Deformation 0 Prior: .016 inches. Location: 5 from ill _ ___ After; .010 inches. Location: 5" from Ill , t `" Difference: ; 006 inches : s. m` • ; ` : n % . DIAGONAL ";:' 2-4 Beam Deformation r: n4' Prior: .014 inches. Location: 7" from //2 'I After: .016 inches. Location: 7 from I/2 •. Difference: .002 inches•-• S y :,.•*.,,, ' • 01.,,p, mot....`,, � tt{p , : . ';I: s, VAxtrt 1 :ItNrfl.(X;IKS. IN V. _ _ .. ., . ... ■ . ...,.', t;........... ..;5a .--4 ,cw....nn1+4;:wi:•s..w1.t:..ts,4 x1411- 4._':ww:.''lir;t --at. , 'a • .. . i•.tv . Nfis .1•t.,... .. rw.0 amvan wvmMte•ps oNS?i•Mit H!xw!40.MWgittr 41 , T;t.{ *mnr, • ■ _ >. "Y.4"7"" • FROM . . 1 FAX NO. : i Dec. 19 2000 04:00PM P4 GENERAL REPORT ! 12 Rc url Dmr Samp Dow 1 � 0 2/06/97 01/ 27/97 7 7° M AXCESS Technologies, I nc. a Wiz Prnr � 1103606535 Report No. 720091 ce 2 1'; U O rr °iR' Model RWC 400 Panels ldi cntfical i co 0 R olling Load Tests of Access Flooring Systems to W Method ofTcst CISCA Recommended Test Procedures, Section I and Section II . � , I' il, ujO ii Wbecl //1 Size 3" :: 13/16" g LI Imposed Load 1500 11:4_,_0112_4.) N < 't! ' Fixed Path a Location 5 -1/2" From Erie = d Number of Passes 10 H ZIT 1, ti F- O '. LOCALIZED DEFORMATION: 6" STRAIGHTEDGE MEASUREMENT Z F- RESULTS: . tL W n c i POINT 1 Location: .S" FROM #1 - #2 U Prior; .001 inches O tn After: .007 inches p 1- D ifference; ,006 inches W W T d �,. POINT 2 Location: 6" FROM // I - #2 0 Prior: ,002 inches Z I After; .008 inches U co Difference: .006 inches F- _ I O F. POINT 3 L 10" FROM #1 • #2 Z ■ Prior: ,0011 inches After: .011 inches • i Difference: .003 inches , + POINT 4 Location: to FROM #3 - #4 Prior: inches After: .011 inches Difference: .004 inches i J I'OINT 5 Locution: 6" FROM #3 - #4 ( Prior: .009 inches After: .012 inches Difference; .003 incites L - ` e 1 ,r"%,:- . w 6 Location: FROM N3 #4 (?< --`, i t�' ` ` { POINT c+ Pttor:.003 inches After: ,005 inches % �'tibS Difference: .002 inches ��-:`•�:zz; i } Ej-, 6141 �-- �" t a .nrn 1� t.�,_ . z -., .. .., wr.xx.c.,w ,..:e;w.r. «sa .i .. ,., »: �r n;.. -:.. m'46ei. .. , .R,iatY1.T7MN ."x . wwnn... aww. w+. W.++ kn+.NtrxchtnaUSNt.7Mr!YWfw�{Wt NWa,MW" .Y • • FROM : . • : i FAX NO. : j Dec. 19 2000 0 4:00PM P5 GENERAL REPORT • a. i z { ' Rer)on );i S ampte Due c • 02!06/97 01/ 27/97 tu -'' To . MAXCESS Technologies, Inc, • J v . Project x 1103606535 Report No. 720091 . co w gr Project Model RWC 400 Panels _ .': tdeniUeaion Rolling Load Tests of Access Flooring Systems W O, S " Method of Test CISCA Recommended Test Procedures, Section I and Section II ai Wheel #1 Size 3" x 1- 13/16" . = d Imposed Load 1500 lbs. (6R2 J I— W ti Fixed Path B Location 5.1/2" from Edt!e Z _ ,d Number of Passes 10 I— 0 • BEAM DEFORMATION: 32" STRAIGHTEDGE MEASUREMENT W W 2 • EDGE 1-2: Beam Deformation (Perpendicular to Caster Path) U CI P .002 inches. Location: 5" from #2 'O —. i 13 H After: .012 inches, Location: 5" from #2 • • Difference: .010 inches I U • �I= EDGE 3-4: Beam Deformation (Perpendicular to Caster Path) u' O. I �.• Prior: .000 inches. Location: 5" from //3 tij . l Afte ►:.004 inches. Location: 5" from N3 U W. Difference: .004 inches p I — - • I Z • EDGE 2 -3: Beam Deformation (Parallel W/ Caster Path) • Prior: .014 inches. Location: 6" from #2 • . • After: .011 inches. Location: 6" from #2 . Difference: .003 inches ' EDGI; 4 -1: Beam Deformation (Parallel to Caster Path) • Prior: .012 inches Location: 5 "from #I ' After: .006 inches. Location: _5' from #l1 ' Difference: .006 inches DIAGONAL 1 -3: Beam Deformation Prior: .040 inches. Location: 4" from #3 - After .026 inches. Location: 8" from #3 r Difference: .014 inches r "i; DIAGONAL ; 2-4 Beam Deformation <' ; '` Prior: .033 inches. Location: 3" from #2 , ; 1 After: .023 inches. Location: 8" from #2 . ' Difference: .010 inches z'`: , lk v.il . � ..T,rt ��- STrs �.c;�.M1cc'r t • .. .. ... .. .... .. ... ... .. .. ..... ....: .. ..s<...«, r+w-.,... f.Y.. •. w... w...... t,. m.. n...... w", n..". k. M, wexrta, "N��Y!!Vt7Y9.iR�lfdi+R9NQAC4!4S ... ,. yl;uCau FRAM : .' FAX NO. Dec. 19 2000 04:01PM P6 • GENERAL REPORT Report Data 01 /29/98 sample Date 01/27/98 Z 3 To MAXCESS Technologies, Inc. w Project a 9860261 Report Na. 720989 0 Project Model RWC 400 Panels co co W W= ' identification R L Tests J u _ 3, /1 u. W Method of Tat CISCA Recommended Test Procedures, Section In 2 ?7. — J W heel H 2 S ize: 6" x 1 -1R" D Imposed Load:1200 lbs d 3 Fixed Path A Location: Panel Center H W { Number of Passes: 10.000 ? E_- : LOCALI DEFO RMATION: 6" STR.AIOHTEDGE MEASUREMENT Z F- � - � W w : POINT 1 Location: 1/2' FROM Edge 1-2 D 0 • I Prior: .000 inches .O N , i After: .003 inches U Difl'erence:.003 inches W w ~ E- .- POINT 2 Location: 4" FROM Edge 1-2 . L I O : Prior: .000 inches Z , �,.' W Ater: .018 inches U N ? Difference: .018 inches ~ Z F . ' . • ■ i POINT 3 Location: 9" FROM Edge 1 -2 ' Prior: .000 inches After: .018 inches Difference: .018 inches 1 POINT 4 Location: 12" FROM Edge 1 -2 Prior. .000 inches After: ,016 inches Difference: -016 inches POINT 5 Location: 6' FROM Edge 3-4 . Prior: .000 inches t After: .015 inches "'" i • Difference: .015 inches o, POINT 6 Location: 1/2" /2" FROM Edge 3 T Prior: 000 inches 4 • After. .003 inches r " r, :' ��; , j Difference; .003 inches tia 1 ,. r, , i ,.; a, MAXIM TECHNOLOGIES, INC. _ % ' , ' : 1 ; w..; , + . �.�., . , .Y . .. .1' .. . _ ..... . .. f, T :...,n..._i.3.GN:.st+...w5..., Cue.nwa e:' a'a i, ... , . • tx. , 4,1t . kN ek, : : 2•4,....il ' ..3..W. n..w. .,. '' 4` ,,,�....C .s a : a:r :,a.. . ,.ua.,. w..r .z. rns+�wa.t�.��xs.eF�MtM'd�V"A�' `� u,iis I:hiGSSi � , i ■ 'FROM : • FAX NO. } Dec. 19 2000 04:01PM P7 - • • GENERAL REPORT — y • Z . Report Date 01/29/98 Sample 01/27/98 - ;` To MAXCESS Technologies, Inc. re W r ° project # . 9860261 Report No. 720989 v A Project Model RWC 400 Panels v I W • ;' Identification Rolling Load Tests J 1.- - Lt. O Method of Tcat CISCA Recommen Test Procedures Section III Wheel #2 Size 6" x 1 -1/2" . w , Imposed Load 12001bs = Fixed Path A Location: Panel Center �' W . , Number of Passes 10.000 Z p.- BEAM DEFORMATION: 32" STRAIGHTEDGE MEASUREMENT, i•- O' j Z t- W Edge 1 - 2: Beam Deformation (Perpendicular to Caster Path) 2 D : F Prior: .000 inches. Location: 12 from # 1 U Cl) After: .015 inches. Location: 12" from #1 Difference: .015 inches W W ' t- r . 1 - - Edge 3-4: Beam Deformation (Perpendicular to Caster Path) n. Prior: .000 inches. Location; 12" from #3 — O 4 `•.• After. inches. Location: 12" from #3 W u2 • V 1 Difference: .012 inches F- H • O Edge 2 -3: Beam Deformation (Parallel W/ Caster Path) Z Prior: .004 inches. Location: 4" from #3 ■ After: .004 inches. Location: 4" from #3 Difference: .000 inches • . Edge 4 -1: Beam Deformation (Parallel to Caster Path) Prior: .007 inches. Location: 4" om #1. . After .014 inches. Location: 4" from #1 • . Difference: .007 inches I 1 DIAGONAL • 1 -3: Beam Deformation Prior. 000 inches. Location: 17" from #1 - . . After .036 inches. Location: 17" from #1 f`,', Difference: .036 inches , DIAGONAL ' :iV Deformation ' _� �`"/ _ ' , 2-4: Beam :4 . Prior: .000 inches. Location: 17" from #2 iA , r; j After: .029 inches. Location: 17" from #2 Difference: .029 inches a F � ° "` �' ', - `': t ; MAXIM TECHNOLOGIES. n:c. Ile' :-.1 1 ., spik v Ar i mmeassaisse r war s mak e towom +a*+.* .,..AWN.p .-,..r- v,,..ys., —...,. ..ga:.,.�m„m,, „,.„q .... ••recur, ,..,..vim ....nnwptfiw�N.F slto�kM,kowm#1 ,t�Qy#NAat.9Vo. ,... k . , • • • FROM : , , FRX NO. : , . J . , Dec. 19 2000 04: 02PM P9 GENERAL REPORT ,., -----. - . Keport Date 01/29/98 ssalpic Date 01/27/98 _ . z , 1 To MAXCESS Technologies, Inc. ,I— Z ILI - • re 1 .,, Project # 9860261 Report No. 720989 • 6 = .., . ...1 C.) • 0 0 Project Model RWC 400 Panels co 0 WI . Identification Rolling Load Tests . co u _ Method of Test CISCA Recommended Test Procedures, Section III cu 2 >- .... g 15 ,, Wheel 112 Size: 6" x 1-1/2! :_. . w . Imposed Load: 1200 lbs I Fixed Path B Location: 6' ficttle.2 Ntunbcr of Passes; 10 000 • 1 T . z ,... , 1- 0 I'. LOCALIZED DEFORMATION: 6" STRAIGHTEDGE MEASUREMENT z i— t!. Ill w • ) , 2 m POINT 1 Location: 1/2' FROM Edge 1-2 D 0 . Prior: .000 inches C co 1 0 — After: .018 inches 0 1. - I Difference: .018 inches tu w I I 0 I— I= 1 POINT 2 Location: 4" FROM Edge 1-2 L I 0 •• Prior: .002 inches Z . 1 \........ tii 0 After: .019 inches 0 .... I Difference: .017 inches 1 . . 0 Z POINT 3 Location: 9" FROM Edge 1-2 Prior: .007 inches , . After: .021 incites . • Difference: .014 inches . , . , POINT 4 Location: 12" FROM Edge 1-2 Prior: .014 inches Aftex : .030 inches - . Difference: .016 inches POINT 5 Location: 6' FROM Edge 3-4 Prior: .003 inches . After: .017 inches Difference: .014 inches , Li rf • 'ty.r'-o I 0 • ' ' ''''' POINT 6 Location: 1/2" FROM Edge 34 , Prior allinclus After: .006 inches r Difference; .005 inches ikd 0 . • i Wyr. 1 ._.-• "NI Ai • W , . . tI;T•Zi<SM,Tr'l. LiAxim TCHNOLOGIES. INC CIL:0 , i • FROM : t ) FAX NO : Dec 19 2000 04:02_PM P9 • r • • GENERAL REPORT Report Datc 01 / 29/98 sample D ate 0 1 /27/98 z ,1 : To MAXCESS Technologies, Inc. 1.- w i. ce I f Project PI , 9860261 Report No. 720989 . D Project Model RWC 400 Panels , c, o 1. cow s tdmri &cafioa Rolling Load Tests ILI 1- 1. Method ofTeat CISCA Recommended Test Procedures, Section III w O 2 1 Wheel #2 size 6 "x 1 -1/2" u_ < ii Imposed Load 1200 lbs • • co d I Fixed Path B Location: 6" from edge 2 -3 tit Number of Passes 10.000 Z i i .. BEAM DEFORMATION: 32" STRAIGHTEDGE MEASUREMENT F - 0 a Z 1 Edge 1 -2: Beam Deformation (Perpendicular to Caster Path) 2 D Prior: .013 inches. Location: 12" from #1 U • After: .029 inches. Location: 12" from #1 0 0 I Difference: .016 inches I-- = W 1 Edge 3.4: Beam Deformation (Perpendicular to Caster Path) t-- r Prior: .010 inches. Location; 12 from #3 u- O �- • After: .035 inches. Location: 12" from #3 w Z co Difference: .025 inches . U f 01- i . O Edge 2 -3: Beam Deformation (Parallel W/ Caster Path) Z Prior: .000 inches. Location: 4" from #3 • After: .011 inches. Location: 4" from #3 . Difference: .011 inches 1 Edge 4 -1: Beam Deformation (Parallel to Caster Path) Prior: .010 inches. Location: 4" from #1 After. inches. Location: 4" from #1 . Difference; .004 inches DIAGONAL i 1 -3: Beam Deformation 1 Prior: .020 inches. Location: 17" from #1 1 After .058 inches. Location: 17" from #1 = , ,, Difference: .038 inches ILI DIAGONAL F 211: Beam Deformation , ' Prior: inches. Location: i7" from #2 r - u ., . I After: .064 inches. Location: I7" from #2 Difference: .033 inches l' $ ci �••A :s `i F 1 . t MAXIM TECHNOLOGIES, MC. { i ; .. a warv�wxu..ws.e.w�-•r._,__w• .,.., . w+.. 1. .,vw+..,......000,40wot.04.0, 41 urNM.txnYUatortF!Lth'KK+< siefostwtostowrwe, 12/20/2000 14 :17 FAX 206 433 6198 SABEY CONSTRUCTION el003 Compaq Rack 9000 Series `} ision , j Page 6 of 6 See the Compaq rack products Web site for more complete information at www.Compaq.com /racks. Contact your nearest Compaq Authorized Reseller or Service Provider . for information about ordering Compaq parts. In the United States, Compaq can make arrangements to have your Q H rack system installed by qualified Guaranteed Service Providers. This Z installation service covers the entire hardware installation sequence, re w: from unpacking the components to routing cabling and running a test of m the system. v 0 0 0 Note: Customers interested in AiphaServer ES /DS systems in the U)i w . Compaq Rack 9000 Series, for factory - direct or on -site configuration, -J H z; should consult Compaq's CustomSystems group. co U w An order form with pricing is available via PaqFax, Compaq's fax ni 0,0.61— 2 { retrieval service. Dial 1- 800 - 345 -1518, select PaqFax, and request #9/4.1. g Q. Document Number 4552. Installation can also be provided directly by co m Au Compaq Service Providers. / j / s , - I- w Specifications ? o 42U Rack Physical Characteristics z Dimensions (HxDxW) Total Cabinet Area 78.7 x 35.8 x 23.7 in /2,000 x v o • 909 x 603 mm N ' ------------.). Shipping (with packaging 83.38 x 46 x 32 in/2,168.65 x 0 F. materials) 1,219.2 x 812.8 mm w w Weight = o • Operating 253 Ibs/114.84 kg u. E_; Shipping 325 ibs/147.52 kg — Z Color Opal U • Rack Physical Characteristics �. Z Dimensions ( HxDxW) Z I•': Total Cabinet Area 68.6 x 35.8 x 23.7 in/1,742 x 909x603mm Shipping (with packaging 75.25 x 48 x 32 in/1,911.35 x materials) 1,219.2 x 812.8 mm Weight ! ' Operating 165 Ibs /75 kg Shipping 234 Ibs /106 kg Color Opal . 22U Rack Physical Characteristics . Dimensions (HxDxW) Total Cabinet Area 43 x 35.8 x 24 in/1,092 x 909 x 610mm Shipping (with packaging 52.25 x 48 x 32 in/1,327.15 x . materials) 1,219.2 x 812.8 rnm Weight Operating 176 Ibs/79.89 kg , Shipping 225 Ibs/102.13 kg / ,;,z` .��4 Color Opal ;. ■ fty, 1, e • { . qSy� •v ht 1p: / /wvww5.compaq.com/products /quickspecs /10366 div /10366_div.HTML 12/19/00 nri cap 12 /20/00 WED 14 :17 [TX /RX NO 8918] om. .r.. ,„s. ,,,.. -- ,,am- .au ma:ars^r' , ,n x,.,:aw.owil :rsvr';MNKtga voz,4,0, ,,,!o w'^4xrive w':rt; rN(# `.Sf'n'£'att .,K, .4 ., r <,- - , IL009 ON X2I /X,11 bZ:9T Tad TO/OZ/V0 RAY ® UL APPROVED , CSA APPROVED MADE IN AMERICA SECTIONS . 1-1/2" DEPTH Clear Span i Width Catalog No" goad • 5 h. 6 ft. 71t. eft. 9 ft. _ 10 ft. W ( 2" FT1.5x2x10 1.11100 3 •3 3 3 '__,._ ' 1 3 3 . 6 U 4" FT1.5x4x10 1 i l(ib/fi) 5 S 5 5 5 S I 0 0 to 6" FT1.5x6x10 '� g L (Ib /ft) 8 I 7 6 6 5 0 ( 0 = 1 8" FT1.Sx8xi0 - L ( �� 10 0 8 7 6 5 5 ID wO 12" FT1.5x12x10 . l (I A) • 10 8 6 6 5 5 2 Standard Finish: Electregalvanizod V) U- < Optional Finishes: Black matte, Hot dip galvanhed, 316L stainless, Epoxy (gray, white and other colors available). • co 1- _ 2 2" DEPTH �� Clear span ��� Z O Width Catalog No. Load 5 ft. 6 ff. 7 ft. 8-ft. 9 ft. 10 ft. j 2" FT2x2x10 U L (Ib /h) 5 5 5 5 5 5 v r p - 0 . - ■ '0 4" FT2x4x10 I. ( Ile /h) 9 9 9 9 9 9 CI t— • _ W b" ` FTR :6x10 L(Ib /h) 14 14 14 i4 11 9 H w J 8" FT2x8� —� L ( I b / 19 19 17 14 12 9 - O 12 FT2x12x10 1 _ I L (Ib /fi) 28 28 25 70 16 11 / U H =. 16" FT2x16x1D i IC l(Ib /h) 37 33 27 2 20 16 O t' 18` FT2x10x10 1 - L (Ib/ft) 41 36 31 26 20 r 15 Z 20" FT2x20x10 L (Ile /fi) 45 39 32 26 20 14 i lle. 24" FT2x24x10 _ 1 I (Ile /f0 54 46 38 32 • 26 20 1 • Optional Fhdshes: Black matte, Hot dip galvanlzed, 3161 stainless, Epoxy (gray, white and other eolars minable). . i All testing done at a deflection of L/240 . L a span length Experimental loadings were used except where the 100% maximum fill of telecommunication cable was achieved. Testing on FLEXTRAY was done according to the following procedure: , A four support, conthtuous span testing apparatus was set up where FLEXTRAY was spliced together provid- 1 Ins aqua( overhang eh each end over the spieled spans- A splhe was placed at L/5 In the central span.as ii'" +' : detorndned to be the zero sag moment. t !"'' - „ CO , p' L 'k . . i : ; 71 : , C .T 6 - ./ IT'S (ABLE KO pMeyt.m.,Wnl. - 13 ..:4, : • 1 y S £19 Z217 806`131 K..,t . ,. :: Y . •; :f< :,. :, ; . ; ,, f . 4 � � J, 3 N D I a 3 0 h Z 9 I f f ?I �!) I 0 ' 0 Z � vv �(((J Ci :A ^e�A` r8'YEz.'�sF.rt .�7. f V Y u ar, r ' .�y iis L��t' t+ r , r,rx,•, : ' ' • ''..""'"'''.........•■■■•■■................................... .......; File: D 02 -0027 35mm Drawing #1 Description of Work sik BEy Tenant bprevesnslte to an existing'cdos. Work consists or Mallet. of 60 cabinet* 1 racks to houses computer ARCHITECTURE . the equipment and ed. gear, 11. protect Is simper to the peviously permits: protect D01.163. The structural :*tulle are Project Team OWNER: TENANT: � S3 -EGI . NEIRCE0DIA FIBER hETVi7RK MICROSOFT CORPCRATON - r r 3433S120thPI. CIE MICROSOFT WAY 71 �, % /�� TUKWILA WA 98168 REDMOND e.41460TON 96052 (.. w # 4 TEL : (206) 960 TEL: (425) 7es -ene2 FAX 6051 srATE of CONTACT: SEERY.L.AUER E-MAIL Jsto...acroref.. 18 : (4°8)941-C462 CONTACT• JOEL.... DEVELOPER: GENERAL CONTRACTOR: CDNSUtr Nreerev cut GATEIWUr EAST, TLC. mACK BO fETLLDRCBERVILES F' ceo BASET CCRPOPATKN 430 EAST 1RMBLE ROAD wee TRIG AIA NIER4ATIONAL BLVD' FLOOR ea, JOSE, CALIFORNIA *13131 i eeamE WA '96166.5121 TEL (429) 432.6100 FAX (408) 4333131 TEL : (206) 261.8100 FAX : (206) 261 -0920 E-MAIL LT: ANDY B?EL, M ym� andybmelesaN f�D CONTACT: J0144 640E7 CONE_ E-MAIL JohnNebdjrom .;` LANDLORD FIRER: - - - F a 648E1 CORPORATION BLACK BOX rE 11.ORK SERVICES TEL : (206) 281.8700. FAX : (206) 261.0920 TEL: f408) 432 -6100 FAX: 408) 432331 E-MAI D ELECTRICAL CONTRACTOR 132 7TN a BdDE 12213 M ROOK NDRTH lip SI 6EATTTEL :0 CONT E-MAL br�ltbeseleeyooe Project Data Building Data Project Name Address Building Area TT3Wtr PPROI@.Kr IEIRO.EDIA FI ER rewee( rOfAL apOR IICP1 se FOR !0160 IEDIA MEER tETWORK 84E9 eana DO. RACE 140271.0.LBt yA D:': 6 e 5F AT NIB(6A1E EAST WOW. PIA 46466 '. SOUTH SERVICE YARD, 99$ SF _ 9495 scum) Isom VOILA, fur 46160 &d ld' mg Owner Ocamanc Zonin DmI TAOE.A RATER., EAST, LLC y 1101501.4110.1 FI- t9PCTROW05WITO16B1R IN}HRNATIONAL BLVD FAOLWY M. SOMPACIURE0 Ee EwJfr- CBTH(AEAW '. WAATL FLOOR MATT -E WA9WUK 90b TON 8 -3121 Pa I Site Area Tel (206)'1134'.° erne FAGLITY rage,,. 8F CONTACT/ ,.0114 SAFEY ANTICIPATES mkei 76 A mfr.) MO) EMPLOYE. Seismic Zane Constructi Type AJD (BD). .vlslTafm. PURER OF 8 ., Y - I FFR WAL 4PRQKlB(® PA1.06 STALLS IS BE(60). -STORY LETTER DARED 50/00) 1444 MASK Design Codes M9T f9I71Of6 OF IllaFOW4 BALDItK CODE, UFi, 1490 EDmON STATE/306SY CODE ® 1994 WASIDRSTO 1 STATE BARRIO2 MEM CODE NEPA 15 Legal Descr UDB2 • LOT CF PLAT NO- TeB0Y3lCCORDNG TO.RE:SOME PLAT RK,OfIDED 'IBDERIQY'OONIi'RECC DNOND.`:?• 660334D930t TOGE88 H4TT KN IE 2 W1N,PORI DF, 1402114 ttal.PCF. BLVITT:R4T2I6ll�TL1N Cf G EAST TM OD 6101EV-Y PRODUCTION OF THE EEBT LINE CP 64 tD L01 OF TiE /WORT P'LAT`RD CE6TEF8:T OFA LEE 13E20 30 FEET BEST WITH CF AMC PARALLEL H TE NORTELY.EX1ESICN OF TIE CROWS. �9901.01LE ROLMA5 LOCATED'. BY T4E FLAT .' OF PROPS RLYER106 ASD TCY£TER 11.014 INAT. PORTION CF VACATED 35114 AVBAE SOUTH A5.0180, A0 VACATED LEDE R CITY. CF ORDNNI AT QED CO O M® : A, COU fJJUM CF t3YA STARE 6WA9H IPON V 0N 10' C P WAR RY. TtAQEB TO SAID I G (FAIT BY OPHERRA7ICN C CF LAWS 8IIUATEN7HE CITY' FBLA; TON. FACILIT ARCIrrECTURU: AOO L AOJ lAPOLGRffT tLI.ORD5 COVH251ffT -. A 22r4 CARPET LAYOUT FLOOR FLAN- AREA 2, fAd0 2 I - S I l N T lc R G A T E EA S ILPIT PLAN EB4 PARiW.PLANOF YAL02 -WORK AREA REVISIONS STURCTURAL: INCLUDED N STfAGNRA. PACKET- e-v2 x II'. PG MAT' PERMIT SUBMITTAL 212$/02 /• 2 5K-I PMUTAL FLOCKFL W ISSUE DATE 3 v � ` ® ''..� 9FPL@BRA1 SPPLBa+r7,- c+abrHtE TxWHS.PFD2r M ee a5 ee may en copse wlkaaa°of Ms uSexy e . C eed m t m eaated, .e a>ea e 'X. J6 SECTKIN B OP fw�HAYBE TROWI APPORtT ...a the wnR n moment of. the Sabey I COrporoli°n. SK-36A 91Pmeista L CAELsretE mom RAPPORT A - 1r -- L__ Nif■■.1.04f!k% S ELECTRICAL WORK UNDER SEPARATE PERMIT �,s \t \`rye GTYOPIVKWI4A Z Z V M F N` Abbreviations General Notes 222. ew dractar a oM Ixotbro d etrvetwal, mseMacal ma e AG Air Co.bonFFqq C East KIT tatden R R.bs A o th Al! All work shall conform e applkeda building Gashes an ro. b d d ardhae case ay ew A dl6t h'�tigode verify SEPARATE PE ACT Aco stkal Ceiling ills EA Each RB R.bber Base Were the methods or standards of hetdll.on a the mater. specMed m rot equal or exceed electric. eiemo. ad.ec exe ?II m 0 slab. REQUIRED FOR: hlth con. an Pro'' to ei ADJ Pdf» table /Pd)acmt EL Elevaam (Helg,<) RAM landete R6R Refrigerator tin requharonts d the low or ordhmicee, ve ro or ordinances shall gorn. t.1.., tie 6trvetmal mentors. Not4y Ur Architect of kte pier doral to be genlg work AFT Aca.tkal Floor nle AEC Elect. LF Lineal Feet REI F Reinforcing ArdMect 0 all C.f... B. The Cal c.. .11. reopen.. for pro., all cell blocking m an A�r required for a ?FCHAi {;1;.�iL ALT Altermte ELEV El:vatlm Mew) Elevator L T6 Light, REx2D Required call and telling muted R .. ALMi Alunkun FO Equal - REV R.vbbn THE ORAWIN65 AND SPELIFILATONS C. All construction all be stabalred against lateral mbvam h arr: mot ad aeeMh the r` DRAWING TI1LE: Angle 62111P Equip.. MAT Maters try . RM Roan A. Sctural:raringe ore pplaronta p y to rxtr d ane to Ile Nast ad d opted edition the UEC W IM local J rbdlctlrn � I SAL COVER SHEET PNOD Anodised EAST .0, MAX Ftafiam ISO Rough Opening these droning.. The Contractor droll d core., all coardeete the nark L core., x x gke nth D. EleeMwcork l wk shall be ca uxl dcted er equate permlb. -�� E P +G • AMMOX erat.l MECH Mechmkal these drawing. and the TeraR Imp ent rovem s5vpeeeelfbatb ad d d shall rota h d ,. chao. all MP y t� Me./ dbcrepanclee with a mitten request for cIWNCdkn. work irstdled h caaad NN these �s PIFRiG FIN N Fmrm ARCH Archltacttrbl FE Fine y .sr I'... ZZ F HA.. e 5 South ...is or the Tenant I� ka rovern. 5p Etbm shall at corrected kg the Contractor no o AL F Fine . Edkgubher Cabinet t9=R hioaracbror Scut 5 5chddu Sella Core Wood aspen. to the Ormer, Tent or the AreheecL CITY OF Tt: K.VVILA a BLDS EMI I understand that the °lac Chet aT ro s are Ed., FL Flax MI. Mbcellwea. SEAL Sea. DI A All NS subject to errors and en' - onsand� 0 vac of BUILD: , - - 1I VISION em E Blocking n, FLUOR F t SETT Section on.. t9 MIL MeterioVMetal S s teel k A All l ed atom edam g ror en d-o laklve to existing e°r shall fl q field best premed . plans does n„t u ho 'a tre o 1 r a em I. FOIL instal ed o rmer. IM tet rowlg bvt t e ehwt gmt proceed, f VI cy true con a of mr d,an e ,...g am.. - y &5 EMI., Standard Foot / F d by cmbaatw 5 TH Sh M Sheet Me dfacthg on . pl prior b 0.4 o wed the Item d wwk oN ., face trader's copy of approved Code o cr plans e.,e, or con B6Mi Basemen! Foot/F N a,,,,,, a,,,,,, 5eet t°. B. or to the o on Uie p lace a h pl eal ly h the PhPS. Tae d pwtkkro; race d estl, trader's n %:u:PMfj ' PROGRESS DATE: FTIC m a t t d d Ly Temt, WA !let P.pplkehte STD Stade d FILE "ABOVENETAR EETB/ GAB cCabinet Imhalle bJ Caritrawr Nle Note h Contract ST SFox� or to e^e cerA r lino d eolum.. CIRC Crwlabon FURN Furs. Rm.., NO Neber SW. steel 22 NOT SCALE ORAWIN65 A L ,,r / PLOT: OLR clew or *.*sane* 1.4014 ...I Storage A. The Cantraator *hell use ...one shovel on the dra+hge and actual flood memirements N., - �' pylA/ rY GL6 Ceiling 6A ego NON 001'6 Nor Cords. tile.* 91- Suspended the Archlted of my dbwepawbs fwd. BY PRWECT NUMBE NTS Not to S Center L. 6ALV S a- a d Z - � k' DRAWN BY:. BB • CLOS closet 6L Telephae AB.O°.EVIATIONS COP contract Orrge Proposal 6123 Tarrpared A. Tlrm 8e trorNgs ore abbrevlatbrts W+kh w. ti common the. The Ibt d dtravbtbro t1 cOL Cesium OP. OP^^k'9 therm.. : provkbd Is not intended W be cmplete or rapesentdlve d cme9Udre or materbb actuo.y Permit NO. D 2 QZ, CHECKDBY O � OPPOeit° TO Top a u as an tin proJact. The Arehext mom :dine the rtant d oy h queetwn : - APPROVED BY: O.. a i g h al s COST ....Lion h4id TTP npieal \1. cONT Cont.. HOPI Ndrdwwe COORD INATION PERM Permwent A : The Beres. Contractor t Tent shall be resp°mbb fur the coordhat lf atian ad vsrica. d G0.2 Contractor NOR YL-Urantal UIYJ Unlace Noted Otharwlx WORD Coordinate NOR Follow Metal PERP. PenpeMlwle the work or all trade. ho assure ear. . wed the drotWga and specekatlme. .e' R i� 6 ,,,,, , . ,� - , CY' I cCT 0eraCarpet HT .stir P-AM P Lanka. VAR Varies n ES A BE MAOZ TO K v — DRAWING NUMBER: Cora. Tile NVAG West A c o t no won v Vkyl or snbn the -n f . _ -. ad Ak CorNebnkg PI.fD ;S ..d VEAL Vereor OF 5, > I.M.. Ni - 7.`Y FF., POL Pol lehed D DIA Detail Dbnet FR Pair VERY Vert VerticalA - * .�l ST4 T IA or IN In. �P` 01 Di agonal INCAN L cent Pi Patti w W.etlwattA9dth : -_ - ( ` I a DIM D..= INOL O1 Down DR Door Dw6 Drawing x 1)02 -2.7 — � •File 02-0027 35mm Dra • #1 , I I!► . I I ii�iiii'iIlII,Illii�i I I! i ! I I • 0 Inch 1/16 1 2 I I 3 4 5 6 1 ' E _..+ 6111111■■■ ► iil► iidii. ��I► iiil ►►i►Iiiiil► i�.i►�►1�►.►► ►►��I►►►►I�► ► Il ► *BLACK BOX NI ETWORK SERVICES 430 Eat Trimble Rod © San Joe, Ca 95131 1 800. 998.9188 f1 w� ativ *�*>®fmi .- ;.. � � 1 ... .. , _Lit_ __ _h._._ _+_:�_ _ .- L k.. L _ i1�. . � o . ,c: Tru.,:R,fnn MICROSOFT 0 NETWORKS Colo 2 /INT LAB _: PPE Cabinet Layout f (P HASE TWO) : : © O �1 '\ , . , e .. . ___ .. _ ,_ . _. _ .. 1 LJ Li L_I LJ , INI L _ U I .I I I II U I I 1.40 1.39 1.38 1.37 1.36 1.35 1.34 1.33 1,32 ' 1,31 1.30 1.29 1.28 ' 1.27 ' 1.26 ' 1.25 1.24 1.23 1.22 1.21 © r __- 111.1 ME ' 1 ----- I n n n ' Fl I I KEYNOTES __ 1 �' (.A. =' 10 EXISTING GABLE TROUGH, (1-10" AFF - 2.40 2.39 2.38 2.37 2.36 2.35 2.34 2.33 2.32 2.31 2.30 2.29 2.28 2.27 2.26 2.25 2.24 2.23 ' 2.22 2.21 2 O NEW RACKS, &' -6" HIGH 3 (------ O 3 O B G ALE /WIRE TROUGH SUPPORT - ABOVE, SEE STRUCTURAL DRAWING 5 K -5 '7. , - -- 1 PERMIT CENTER - - - L__J LJ LJ I-1 L_J U L_1 L- U L -1 - -- L___I L_I U II Il I I Il I I L-I L_ I 0 EXIST. COMPUTER RM. UNIT " - 3.40 3.39 3.38 3.37 3.36 3.35 3.34 3.33 3.32 1 3.31 - 3.30 3.29 - 3728 - 3.27 - 3.26 -- 3.25 - 3.2 - 4 1 3.23 - 3.22 ! 3.21 - M j . I. O5 EXISTING RACKS Seattle i - 1 EXIS __ - -- - - SYMBOLS / G BRACED TRAPEZE - -- - 1 . _ - - - -- -- -- - -- _ -_ _ . - - - EXISTING FROM E E =.-_ OVERHEAD GABLE TROUGH TO ROOF EXISTING TRAPEZE FROM � I OM OVERHEAD 0 GABLE TROUGH TO ROOF 2 062 11XECIErmonamm° NEW FLOOR BRACE, SEE STRUCTURAL DWGS. SHEET SK -54 1 NEW GABLE TROUGH, -IO" AFF 01/28/02 PERMIT SUBMITTAL Z I 01/22/02 PRELIM -4533 TRT DO 411111. el 2 7 EWE REVISION BY I [ CM�n CHEMED BY Mt HAUL 04/11 j01 AU ' 4 .nr . -- id ii i111 i1i II 1 1 I I I r 1 I r j 1!'1'1'1'1'1'1 I 1 I 1 I i11 I i'! I! I i f I 0 Inch 1/16 2 3 4 5 6 IIIIIiI11diii liiIIIIIIIIIIIIIIH111; IIIIIIIiIIIIIIIIIiILIIIILIIiIIIIIIIIIiIIIIIIIIIiiiiIIIIIIiiiiihiIIiiIIIIIIIIlIIIIIIIIiiIIILIIIIIiIIIIIIIIIIIIIiI h imm .,,,,_ .