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Permit MI2000-150 - LINDAL CORPORATE PK / US WEST - TELECOMMUNICATIONS EQUIPMENT AND ANTENNAS
MI2000 -150 Lindal Corp 10400 Martin Luther King Wy City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 032304 -9026 Permit No: MI2000 -150 Address: 10400 MARTIN LUTHER KING WY S Status: ISSUED Suite No: Issued: 12/15/2000 Location: Expires: 06/13/2001 Category:. NSFR Type: MISCPERM Zoning: MIC /H Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: VAL VUE Wetlands: Slopes: N Streams: • Occupancy: OFFICE UBC: 1997 Fire Protection: Contractor License No: AMERII *210CG OCCUPANT LINDAL CORPORATE PK /US WEST Phone: 10400 MARTIN LUTHER KING WY, TUKWILA, WA 98171 OWNER SCHAFER INDUSTRIAL PARK C/O KIDDER MATHEWS & SEGN, 12886 INTERURBAN AVE S, SEATTLE WA 98 CONTACT MARK LORIO Phone: 425 - 451 -6043 450 110 AV NE 1209, BELLEVUE, WA 98004 CONTRACTOR AMERICAN LINE BUILDERS 246 TUCANNON RD, DAYTON WA 99328 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: MINOR TELECOMMUNICATIONS EQUIPMENT ON ROOFTOP. ALSO, 3 SECTORS OF ANTENNAS, 2 ANTENNAS PER SECTOR, 6 TOTAL ANTENNAS ON ROOF. .***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation:._ $ 60,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N . No: Size(1n): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ******************* ** * * * * * * ** * * * * * * * * * * * * * *,* * * * *, err*** * * * * * * * * * * ** * * * * * ** * * * ** * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,055.96 ************ * * * * * * * * ** * * * *** * * * ** * * *** * * *t ********** m * *** ** * * * ** * * * * * * * * * ** * * * * * **** Date 0 Permit Center Authorized Signature:__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: 72 _ _.. Print Name:_!; Date: 1 15 U 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. lt 9X CITY OF TUKWILA Address: 10400 MARTIN LUTHER KING WY S Permit No: MI2000-150 Suite: Tenant: Status: ISSUED Type: MISCPERM Applied: 07/03/2000 Parcel #: 032304-9026 Issued: 12/15/2000 ***4**********A***********k*****k********kA*Ak**k******k*****kk****A***k*** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2, All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 3. Validity of Permit,' The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other /Ordinance of the jurisdictiop. No permit presuming to give /authority to violate or cancel the provisions of this oodeshall be valid. AllYpermits, inspection records, and approved plans shall be avatlable at the job site prior to the start of any eon- strUotion. These documents are to be maintained and avail- ,. abli'until final inspection approval is granted. THE PROPOSED SCREEN WALLS MUST BE ARCHITECTURALLY CONSISTENT WITH THE EXISTING BUILDING. PLEASE SCHEDULE A PLANNING INSPECTION DURING CONSTRUCTION IN ORDER TO ASCERTAIN IF THE PROPOSED MATERIAL MATCHES THE EXISTING BUILDING. AS DISCUSSED, IF TT IS DETERMINED THAT THE PROPOSED MATERIAL FOR THE SCREEN WALL DOES NOT MATCH THE EXISTING STRUCTURE, THE SCREEN WALL MUST BE REDESIGNED TO INCORPORATE VERTICAL PIECES OF GLASS TO MATCH THE EXISTING VERTICAL WINDOWS. ALSO, THE SCREEN MUST BE PAINTED TO MATCH THE EXISTING BUILDING. IF ANY CHANGES ARE REQUIRED DURING THE FIRST INSPECTION, A FINAL PLANNING INSPECTION WILL BE REQUIRED, PLEASE CALL MINNIE DHALIWAL AT 206-431.36BS TO SCHEDULE A PLANNING INSPECTION. 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 provisions of any other work or local laws regulating construction or the performance of work. Date: JkL .! 0 li CITY OF ; * \I KWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 R ST/1F 1 1151 ONI Y Project Number: Permit Number: Miscellaneous 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 NamelTenant: L4.ndkal Le•c t�oV -.� c.v U.S lADvok Wtvekt4s Will there be storage of flammable/combustible hazardous material in the building? ❑ yes G no Attach Ilst of materials and store a location on se' 8 1/2 X 11 n er Indicatln r unntltios & Mattel Salm Data Sheets Value of Con truction: 'An OCX) Site Address : lvwo M�.1� y City State/Zip: "%,►x4► CIin41 Address: Ta P e�,N: b.SINAt ti " c' O Property Own k•tv4 \ tsiskt4 VkbutAtta IG. City / State/Zip: Phone: ( 204.) ?)$ 09 00 0 Sower Street Address: VLv∎ bta Avt. 511Dp City State/Zip: 5e4. 1e. ct8101 Fax #: ( ) Contractor: Phone: ( ) Street Address: —. - H City State/Zip: – , . 2. Fax #: ( ) Architect: V- V ■ Phone: ('itf ) 640 -AIS j Street Address: City State/Zip: Fax #: (9i4 ) -4(?.. „ 0146 Engineer: Phone: ( ) Street Address: . City State/Zip: Fax #: ( ) Contact Person: +v it- l.6 rN1/40 Phone: (ye6)'iS( •Goy Street Address: f tr „_.... � 1 014. , Nto City State/Zip: 6thic iYw Fax #: (' &C )' Si - L 3 c) r___r__._ MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • VESTED: (TO BE FILLED OUT BYAPPLIC N Description of work to be done (please be specific): MIMbif Tell (AWN w■4.,4‘'tw6imsu.... yrk4, e+... r+reri fu • 4Ito 3 S ecAD w n 4' i t*Aresom" r sy s 4+10w4a► S Pete Se4j . L hs 6,1 •s.•.., I,r w49s.► $ • 4 moo c, Will there be storage of flammable/combustible hazardous material in the building? ❑ yes G no Attach Ilst of materials and store a location on se' 8 1/2 X 11 n er Indicatln r unntltios & Mattel Salm Data Sheets 71 Above Ground Tanks Antennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housing•Rcplacement only ❑ Parking Lots ❑ Retaining W tIIi ❑ Temporary Facilities D Tree Cultin, APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channoliznlion/Stripin" ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Motor /Exempt N__, ❑ Water Motor /Permanent N ❑ Water Meter 'romp # ❑ Miscellaneous, Curb cut/Access/Sidewalk IJ Fire Loop /Hydrant (main to vaulll# :_ ❑ Land Altering: 0 Cut cubic yards 0 FIII cubic yards 0 ❑ Sanitary Side Sewer 1: ❑ Sewer Main Extension ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Size(s): Size(s): Est. quantity : gal Schedule: ❑ Moving Oversized Load /Hauling Sizels1: _stt, ft,grading/clearing 0 Private 0 Public MONTHLY SERVICE BILLINGS TO: Name: ilk Phone: Address: City / State/Zip: 0 Water 0 Sower 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Address: Phone: City /Sta e/Zip: Value of Construction • in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107,4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appU1lon` Date appI1atloof 4 k� es' 1 App en by: (initials) 9/9/99 nascpns.doc IT APPIICATIONS MUST BL SUTJMI ' WITH TM fOf.LOWW'ING: > ALL DRAWINGS SHALL Bt: AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder 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 pormit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE II AD 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. BUILDING OWNER • UTH • R ED AG , Ti tiF1R\1II AI'I'II( AT ION AND RF(1UIRIt) ( HI( KI IS!' IOR PI /0.111 RI VII kV ri ❑ Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 Submit checklist No: M -9 ❑ Antennas /Satellite Dishes Submit checklist No: M -1 ❑ Bulkhead/Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit checklist No: M -6 0 Demolition Submit checklist No: M -3 in Fences - Over 6 feet in Height Submit checklist No: M -9 ❑ Land Altering/Grading/Pretoads Submit checklist No: M -2 ❑ Miscellaneous Public Works Permits Submit checklist No: H -9 ❑ Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 Moving Oversized Load/Hauling .t., ,.. Submit checklist No: M -5 ❑ Parking Lots 't' Submit checklist No: M-4 ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M -1 Temporary Facilities Submit checklist No: M -7 ._.._� ❑ Tree Cutting Submit checklist No: M -2 ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder 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 pormit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE II AD 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. BUILDING OWNER • UTH • R ED AG , Ti Signature: ,/ `"�i/;I'i II r ` Date :7 ea Print name: o Phone: (`125' )'t ( —46c /3 Fax 1: (N ) k57 -‘3'/0 n trossi (is.0 / / t, �'. 7 City /State/Zip: '-e Re OLL P LLA ei geoti 9/9/99 a.iscpeu.doc ;t. • yy:.:y,yy� yy1.. ,L ,y, l� y �{, y �y, 1� y ,/� y. �• y 1� 1 1. ,i, ,y, 1. y 1. ,y,� ,yy, ,t, �Y .L ,i, L 1�. y, i 1 y ,yL ,t� ,t, * ** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * '* * * * * * * ** * * * * * * * * * * * * * 7� * . . CITY OF TU WILA. WA rRAUti4IT h;i*** * *er r * * *** r ***** r * * * * * ** * * *lr*** ** * * *** *** *fir * *** ** *fit, *A # **** TRANSMIT Number: R9900407 Amounts 141.15 12/15/OO 1123 Payment Methods CHE:CR Notations OWEf1.T xr, $ t: RLH Permit Nos MI2000 -150 Tyne' MISCPERM MISCELLANEOUS PEKMI1 Parcel No 032304 -0026 Site Addres i s 10400 MARTIN LUTHER KING WY S Total Correa 1.055.96 'his Payment 141.75 1 r,ta'i ALL Pmtu a 1.055.96 Rultins:er .00 4*************+***** * ** *** * * * ** ** * * * *** ** ** * * ** * * ** *fit ** *A * * * * * ** Account Code pours 3 nt i un Amount 'OOO /322.1.00 BUILDING RCS L37.25 000/313t .904 S'TAT'E BUILDING SURCHARGE 4.50 1..0. - ., 4. (1#1.70fx5--/se 0793, 12/11 Wito TO • •rn * * * ** * * * * * **4 * * * * * ** ** * ** ** * *** * *, * * * * ** * * * * * * ** * * ***l'*itAf�4 #�1 'i COY CF *U *1dIi-A WA I RANSMXT Numbers K9000407 Amounts 500.00 12/15/00 11:22 #ivN M4 Methods CHECK Notations U� � 'nit: „___M "....Nf ,Permit Not MI20)0 -150 lvoee MISCPERM MIUCELLMNC.0Uf PERMI,1 ,E. P rcu F No: 032304 -9026 Site = Acldre s 10400 MARTIN LUTHER rc�t�iFUF•ames 1.05 .96 This Payment 500.00 i ttt i ALL Fmts s 914.21 Solstices 141.7:1 * * *** * *** *ry * * * * * * * ** * * * * * ** , *ti * * * * *** ** * * * * * * * *,s ** *** *Arian ** ** Account Cads OeoiriDbtun r Amount ;000/, 3.22 i 10.0 BUILDING `" RE asr . 1M �20�00 - isa 0790 12/19 9710 TOTAL tAk 04* *4* * *A *A *4 *. th * * A ** * *A *4 * * * *4fir**44 0t4* * *A *:! **A:A+4* *,A* CYTY tir TUKW/LA, W1 � 11 PANSM/T �AiAiikkik# *Ak4 *k **,A *A�44k4 * lF i4'O LAJ GK131"'J�4A*4 , A4Ak *kAtiiA4*AhAA- 1 AN$MIT Number: R9f100311 Amount: 414.21 07/02/00 1Os.,O i�.ayment; "Methods CH)C1i Notations 9C1;RY S3'fIWART Init;: 7L13. .d flr Mi`t :049l ,tt: Ij An 4 NWW NQY.M1. N.{• t. M 94MM 144* .r . ♦4...k1. -M 444444'44— 14144+»'♦ 044+41«... 444 *0141441 "4. »4 W44Rre.Wth4 Permit Not MI20300 -130 'gyp's IIISCPItUM MISCELLANEOUS PCIti41T Pavciul Nos 032204 -9026 ViiGP, Addrbaas 10400 MARTIN LU'(il1R RIMS WY 9 %ttat 17**11: 3.,0rs '5.s►G 'thia Payment 414.21 Total ALL i'isto: 414.21 Balance: 641.75 *rA*A * ** 401 )1 *** * A*A**4AICAAAA **A*4.*4 **41MlrA b4 4*NAAA*AMsA**khhk**Ak 1 Amount; 414.21 • H went Coda •.• Description 000/34001330 PLAN CI{IZCIt IRCS3 ,. 1R w .N W .1 1118 N 0 414 t. N 4. Y w h M ... W W 44 b t1 W 1■ •4 W 14 t 14 4" 444 M' • .4 441 Y. 14 4ai: 44 Os • 01.0 a u u *4 W w 44 4u INSPECTION RECORC Retain a copy with permit' INSPECtION NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd, #100, Tukwila, WA. .98188 (206)431.3670 Project: Li ciaj rt)(�?t::r" ~ PK /t1.S T p:of.inspe don: .. 1 rlet.. Address: r4: f 1 nt..10 _MO' ir1'�,u he( i DAte .Ile : 0 Special Instructions: /.S.C,Q 0 ,rel.: %4_'t„V Dat ant • , ' Requesstter': Jr y.Y .L/� . `� '"I9 — Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: �'C. TO F 1 1`i c.._. Date: INSPECTION LEE R Southcenter Blvd, Sul QUIRE& prior t 100, Calico s Receipt No; inspection, fee must be paid edula reinspection. Date; '+++`tom.:. INSPECTION RECOR Retain a ropy with permit S INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Prot: r,,,,, • Type of Inspection: evi- Address: �Li ML/ 'tu Date called f i1 Special instructions: Date want d: a.m. .m. Requ stet: �; c`'awitt -) 5 1 ksr''' Pin Approved per applicable codes, Corrections required prior to approval. Date: r. _ C� $47,00 REINSPECTION ESE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100, Cali to schedule reins • action. To: Brenda Holt From: Minnie Dhaliwal Re: M12000-150 • Memorandum The following condition must be updated in Sierra prior to issuance of M12000-150 building permit: The proposed screen walls must be architecturally consistent with the existing building. Please schedule a planning inspection during construction in order to ascertain if the proposed material matches the existing building. As discussed, if it is determined that the proposed material for the screen wall does not match the existing structure, the screen wall must be redesigned to incorporate vertical pieces of glass to match the existing vertical windows. Also, the screen wall must be painted to match the existing building. If any changes are required during the first inspection, a final planning inspection will be required. Please call Minnie Dludiwal at 206-431.3685 to schedule a Planning inspection. 0.49-4Pek ok, 0144)45Y1 1-24 be) City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 1, 2000 Mark Lorio 450 —110th Avenue NE, #209 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Permit Application Number MI2000 -150 Lindal Corporate Park/US West Wireless 10400 Martin Luther King Way Dear Mr, Lorio: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed pt this same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department, and Public Works Department have no comments. The City required that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document, In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. , > u . 1 I 1 1 . , 1 t _ ' , i ► . ucceptedd thrggeh the mail or by a messeneer service, If you have any questions, please contact me at (206)431-3672. Brenda Holt Permit Coordinator encl xc; File No, M12000-150 it Jt. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 • PLANNING DIVISION COMMENTS Date: November 1, 2000 To: Brenda Holt From: Minnie Dhaliwal Re: MI2000-150 The applicant must submit materials and colors sample of the proposed screen wall per condition of land use decision. The screen wall must be finished and painted to match the existing building, ' •-•• s••• . •••• •, „ • • '.•• • • •", • • .• • July 10, 2000 City of Tukwila Department of Community Development Mark Lorio 450 — 110t11 Avenue NB, #209 Bellevue, WA 98004 RE: Letter of Incomplete Application #1 Development Permit Application Number MI2000 -150 Linda) Corporate Park — US West Wireless 10400 Martin Luther King Way Dear Mr, Lorio: Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City or Tukwila Permit Center on July 3, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Assistant Planner, at (206) 431 -3663, if you Iiave any questions regarding the attached. The City requires that four (4) compktc sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to bettor expedite your resubmittal n'Revision Sheet' must accompany every resubmittnl. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mall or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Si worely, Brenda Holt Permit Coordinator enel File: Permit File No. M12000.150 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.366S } Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: July 5, 2000 APPLICANT: Linda! Corporate Park/U.S. West Wireless RE: Mounting of Telecommunications Equipment on Roof Miscellaneous Permit (M12000 -150) Conditional Use Permit (L2000 -043) ADDRESS: 10400 Martin Luther King Way Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Art Pederson is the planner assigned to the file and can be reached at 206- 431 -3684. You submitted a Conditional Use Permit ( "CUP ") application for this project on June 30, 2000 under File No. L2000 -043. As you were advised at that time, your Miscellaneous Permit Application (M12000.150) will be considered "incomplete" until such time as the CUP application has been approved by the Planning Commission. Please be advised that if the CUP application is approved by the Commission, we can continue processing the Miscellaneous Permit application. However, it must conform to the CUP documentation and satisfy any approval conditions that may be required by the Commission. If the Miscellaneous Permit application materials do not meet these requirements, they will be returned to you for revisions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • Structural Calculations for Rooftop Equipment and Antenna Skids For US West Wireless Project Site Number: SBA -484A Located At Lindal Corporate Park 10400 Martin Luther King Jr. Way Tukwila, Washington Project No. 97015.177 Designed By IIIE11211, 4'^ ENGINEERING 111 Main Street, Suite 106 Edmonds, WA 98020 Phone (425) 778.8500 Fax (425) 778.5536 MI arPgrasinA III, 3 2000 err CINTIR %%fp I.chovyAsProjocu\,KDC ProjKU%9791$ US Wc;t WbdossI77 SEA -44A 4indsl Corp PsrKilcCovcrShooi doc 150 Mziocrge-601tiorte,KA alit'• t.4. y cavC . -t-wt -cep �t� wr -d{ 14230±)-444006 p I•or -4' Ar l oc40 turf. wAy tAJ -tulattr.LA/M �a “st bi it/ r t 4th. U, , f t C/ 6(.t./.1�UL44,t. vttelvt6�'(' 840.6 Po (204r/E. �'`CaP �NQ sic4fr5 a I ,• /`�`rj c7VNf�b.. �� ��3 Wes' { ezi /�yfJ c.o. 6XL,r- tzoce ixat- 0( 01 *4- .v , vee4p -- t-41.004 tiWr" Cad s. I ■.6<, c t Ca 'iAter464 .oGC .i - 6. rt t-04 Attic/AD ‘ei- . . m` 1i. Illy_ Fat.. ' &M/1 16prx. t1 /0' : .. tc..Ty. ' 'SE ,ti ,.1. ■ivtek.ip paMAisf (Ei ,Lc-i) 3 sc.aptid.it.ra. I*1%aht)C4tectS. p.„2111kLfy '.r,t$ 6E^ 640,4ppt6N11 Cot•uwvl tt440 bcrap. Nv 1/4)6 4/J er.Eecr cie.% 11.14 caVv f - F M E =(s66 . it-E' re. ,c.l rek, 1,1i.e4.-.144t0,1r..4444T hs. - dt C -x . boo #pct44t1vs Ac► ,nrs.c4: kAi F0.46S• fr out tit ks.Tia.s. r ' (04t1(AAN , fEge ry f, a1 ,N4u 54.-Z ptiitvr,4sitatzr-41141 f ti6 4D. t-r cf -tm& .-114104 7:76INA C4L S . A skim. - ,,c sG,.t4 tRe m f•.a 144 vC•i\.(0 cf--r , V401xadfr 11104644,K vQ141c-i-rr44-414(.63 )2,,M 4t ti\ `tt" A t Y-1/4 ¶+, c L %1A -1tV -yt3v CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 ay: Date Chkd Date Job No. :9�°ss71 Sheet CGcalc sheet.xis ..... •__.. • �°�1� � = a'"114 /C-x-'erditect L - b 1-0/41 ge t ,C. 104,5, sap. i y$'b' s 1.s+kt ,,.A Iva-G.01'1=1v - i'. CE6'. Zb4) Ce i . t411(.41(.4Fau- 444440') C1 1.sietkak Vi- 1 if. .44 (t44.4I(f Ra09214 roAStita wwNSa ) CI? ` � tAU61`-•0) C9 r 0 • Y ( y(.-e4 44. ' j, sor.V -a w./D) o(tAtIS )6e10 6& <:\.0 Eck S ? 96�t ...... .�C-t►�Y -' - - --- tzesosy o •t %PATO, Cli4o4t. 4 Wit 4 ca r 7 4 w1- iltv4.1• IV5zi&. s-t44• O. CIA teis‘ , 1 1.34 %( t.1')(') Fu 0 , ,sy I) /01.3,(irdroM44-)440,41N„,c..) - w et1-� (1,17 t ) 446/4.A I� t CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 CGcalc sheet.xIs Chkd Datc Datc G> /1Wc%) Job No. I Sheet Z/ • Cetioii aillZ4v)cr t��av w6k25) wG 1 sgligt t tot 350(0. 1 wAtikvk.Av \ I s •arc' A_ 24t- el tc..91.A/ 2,01 iAtu.,.:141,49/zevtc-2, sit. C4 ) (11\9 ?t4tA•4 ilVt‘th) $/)1Z)•1111gy /fit. 5tY7, 2p4.t-L� 2135'J-141v ospovr �((#'t* z vo,4 ," tt• ) : 4,81;4. (.4r-lej' seeup, � 1. 3ethG ��.a4 LAyeociAv 4544444 --. 6 "4't 1,411) ~. 1O Jh ti ?•r #A. )`/G 3i,srf.ks :M- cC sz ate) Fb =� 1- ( caps . k 4fE12 s34� =�`> ,©$fi a pc FT tAG L-- Date aVrU° lAS txgr7r / k41 4A %1?t'aivi %. 4 CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 Cccalc sheet.xIs Chkd Date Job No. Sheet 1§ •/ at -r c 'i Grct Ext.e r . 4 r LTA- . &,Stgx v4 -q '-Y4 ed+vttr2 s A 16'- Ib ` avrt66ALI, TUAL t t- I tt,t, wil.; ct,pm6NT 5t4.4, Ar S' •ti\ t.,, • jL6c. -.th€ • 2.tpS Age pt.-- zxf aulM I • I ass. : it$ ,vvsf 4v14fP$' 1•40f M usc,.. 2.475 t►\, (1°1° tic to 2 " tgq L t.-Xt f ''rr 5,Ac .) 4-1/1,t6 teUiv b(. tcA,,,.r ,,a1en,5Fbotisl.A(.9 al, Iv1 '► zdra In. t,'/2.1 a ( *go`t'8.cluAt.t12,84t17t,,rr'. lopz.CepAit P. i) c. ; ( to.L.W2) +(zrpte, 41, ha/2,)( A.t ) t0.ww : 22 113. Gt.• 0. Mttt+Rp . huN �' • t VOL IAPAG r .c0 i ocie 'e, LDP (civl,l„t,,,a Vl.ac6w1a ide) 14.114-131- Iknrc. Is 0?wog -4' Z i .514.44.: ;, e-144.- Mpo1/4.0 j (9). l �. +� ),, zb •off" MMr, , ,w, froaikAtMat.4r pc t =1% -iii.• 1M , OkA'dA. w/ aim(., 41 .5 v 41~c6 .k.A 5 4t POdT BY: Date 5'446. 40 Wile4 4MIA CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 CGcaic shect.xls Chkd Date Job No. ot 01 ' t fl Sheet To specify your title block on these five lines, use the SETTINGS., selection on the main menu and enter your title block information will be printed on each page, r Aw S10300 1 User. 1(1/M603330, Vet 3.1.3, 22•Ju -1900. Wm32 to 19$3411 errtaCALC Title : Job # Dsgnr: Date: 11:20AM, 16 JUN 00 Description : Scope : General Timber Beam Page Description US WEST ANTENNA SUPPORT SITE SEA -484A: EXIST. 51/8 x 30 GLB SUPPORTING EQUIPMENT SKID (ORIGINAL LOADING) 1 General information Calculations are designed to 1997 NOS and 1997 UBC Requirements Section Name 5.125x30,0 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5,125 in 30.000 in GluLam 1,150 Pin•Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F Fb Base Allow Fv Allow Fc Allow E • V8 43.33 ft Lu ft Lu 10.83 ft Lu 2,400.0 psi 185,0 psi 560,0 psi 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft `Full Lengh Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 258,00 # /ft # /ft 258,00 0/ft LL LL LL 544.00 #/ft # /ft 544.00 0/ft Point Loads Dead Load Live Load .,,distance Summary 4,000,0 Ibs 8,800.0 Ibs 54.180 ft Ibs Ibs 0.000 ft Ibe Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs 0,000 ft e Ibs 00 ft s Ibe 0.000fts Spans 43.33ft, Right Cents 10.83ft, Beam Width ■ 6,1251n x Depth n 30.In, Ends are Pin•PIn Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Max ® Left Support Max ® Right Support Max, M allow ft) 2,898.08 psi Fb 2,342.38 psi Deflections 1,237 : 1 •185.7 k•ft 150,1 k•ft 160.13 k•ft at 20.048 ft •88.48 k•tt at 43.330 ft 0.00 k•ft O 85,66 k•ft 150.08 fv 192.78 poi Fv 189.75 psi Maximum Shear • 1.5 Allowable Shear: Reactions... Loft DL Right OL Center 8pen,.. Deflection ,,.Location ...Length /Deli Rga Load • 0,429 In 18.639 ft 1,211,9 MUM! •2.496 In 20.910 ft 208.30 29.6 k 29,2 k a Right 121..68 k Camber: 6 Lett 0,000 in © Center 0,844 In 6 Right 0,222 In 4,24 k Max 18.03 k 13.73 k Max 43.15k ...tar. Left Cantllovor,,, Deflection Length/Dofi Right Cantilever... Deflection „•length /0efl 1 0. load 0.000 In 0,0 .0.148 in 1,758,9 Stress Calcs Bending Analysis Ck 20.711 Cv 0.849 6 Center 6 Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 6 Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 max Moment 160.13 k•ft 0.00 k•ft 185,66 k•ft Left Support 21.19 k 111.657 in2 189.75 psi 16.03 k 43.15 k Sxx 788.750 in3 Area Cl 0.000 ,S Rgo'd, 820.32 in3 0,00 in3 951.12 in3 6 Right Support 29.64 k 156,192 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 153.750 in2 ,A'!° 2,342.38 psi 2,342,38 psi 2,342.36 psi 5.584 in 15.033 in 0,000 In 0.0 •2.148 in 121.0 9/ To specify your title block on these five lines, uee the SETTINGS -N selection on the main menu and • enter your title block Information will be printed on each page. Aw; SMOG User: ION-011033$0, Vet S.1.3, 22,Am. 111t, WSW ` (q 0134 ereficALe Title : Dsgnr: Description : Scope : Job 0, Date: 11:20AM, 16 JUN 00 General Timber Beam Page Description US WEST ANTENNA SUPPORT SITE SEA -484A: EXIST. 51/8 x 30 GLB SUPPORTING EQUIPMENT SKID (ORIGINAL LOADING) ' Query Values M, V, & D Specified Locations (p Center Span Location e 0) Right Cant, Location SA Left Cant, Location e 0,00 ft 0.00 ft 0.00 ft Monfent 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear Deflection 13.09 k 0.0000 in 13,09 k 0,0000 in 0,00 k 0.0000 in Eeptiit7tigkr eitPdAhrlii7Plitt o cat, ,1 -0* %L ily/4 /%4r ..cab 1G wtUc. 't'/ANv6tt- -, :IG6-,t.rGY fio cot. w 1, r :51 -,6C6 Ct�ll�,1t�J .'• 14 • tLL• $E 13' 5C4<L6 J i -c-cti, ;ta 0oL4,044 tpc.01., - IS , , ac. 4 -Vr•' t(" 4 2 , 3Q. C- t,t • p!i 1600k ,b(.1* in.' A, 1.1" L. -*um 4covt,pAA64r ,%11) OCGCIMN Lc.Yj 'f p4 1,14i44. Tom-) -r, 4t.,. ,b g4 tot< 1 1 2 1 g s614 cit CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 CGcalc sheet. tls Date /44a,ao Job No.'a j� ' i Sheet Description: 10 x 10 DF NO.1 Timber Column Formula: F'c = Fc* 1+ FcE/Fc* / 2 *c' -sin 1+ FcE/Fc* / 2 *c' ^2- Fc *E/Fc' /c' Input Values E 1.60E +06 • si 0.8 0.8 for sawn lumber, 0.85 for round . iles, 0,90 for glued - laminated timbers,) 0.3 .3 for visually ; aded lumber; 0.418 for glu -lams and machine stress rated 192 inch 9.5 inch 9.5 inch 1 t Calculated Values A 90.25 inches ^2 E' au 1.0 *E Use .76E for 84% confidence limit for sawn timber. Not req'd for normal wood atructs. FcE • KcE *E'/ le /d ^2 c (1a le 2101115101MaliantibMilikilliela 743.66 Allowable Com ressive Stress Pallow 67,116 lbs US WEST ANTENNA SUPPORT SITE: SEA -484A UNOCIC CG Engineering 111 Main Street, Suite 106, Edmonds,WA 98020 Sheet A-gro4 Mau ,60,10f4,44 "C`''= ' Et& 0/33_20 -004,1,y `' L._41ar.� /NI. )Z" �, ;7 ", , ,Gjjfi -I.. , L*14 kg6145 *1L. a.6194‘ ivttuttct6 dr floa4 -rbe Su t (, : 617.116 u44f *1e � /-11, p x 11-0 3/tel -c rvir- i- stir 4 ttsu IA4tM 46(L'i. L4 t((C( -6) S. 3)- tit NAG. Piata . A\/ Mb►r Amt L_ rrr.ria �+arriwa+rr rf rrrr rr r .-- �- - tcr-ici• (oho. -t- It z.1 t. -4 fr . cyc, w l • .%& N AP16, a$a!-4* ZUtta(54MWsAS.) i.07,141VLC, (Ib') (.54KANrd Wiptf.FT = 4/c ►'GPr -14/& /° 11 ' ) cI10, 2'!- %"14' 1x.64 kd rz > • t� lC4-�, c. , ,�L: (0111.11y etsc 5. 0,° saki we w °C. 14 .fis U rz. - (0416— 3 7'404,,( 4) . c, z' Lt MtN . a 42-) -Ve k (1'4' " ,I,44' WATS Act -64,1. C `�f' . r16-X. 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L 41.443144 11.9411.4 14,24.0. 114.. go 140434 � 113 11 2.14b4.0 ZG, � � ,e .a�,tt, �Lw pio Msr41.4 (4 jS•46w' N1 % C61 Alt/ NleoNti4- jWt•z.L' �G s 44,0e1- + 1‘,5 160.,..6 4t1, (4 *a ,W•okvt• Lri.1 {,,t•1,4'4.°, til# Ivt,4N . \YS,-trl Mcm4f'. -2t.9. .' It6v .ra .i4' P .4 �v 'h.Jx►+tl' Llt1(0.VOL. :Os 0 0 u,,Sk,� 14,��,t•V �lS+a t : 163 . (•v.' .4 r,i - )6s. 'sLi 4 S . kbtu8.5 . ,Pctof L � 4l,ow. rs 4 • t` 0.1 11.6 4,0d )(41 /44.4-1' 30,1, tcat c VY,Okt, N * A N i ' 1 1 V . 4 1 1 4 . 1•,fj064t, — 1 L Ak` / w• Ti-AC 1464Z (461g-14. CVO t#411 14p1.z ' V'wa q1.2+ •Z7,1 CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 CGcalc shcet.xls Chka Datc co/174° Datc Job No. 1 ?1i' Sheet dzi 1 t 4��31i1T]�•l! iii? ��_ l �/ :Ji 1 • 0° r itou% ;L 7.16.b tctgi(.. gam, JPe, 111.&4 ZAIVZ,451W,V7,,Oi,) 41 Ilts4 PO 17,111 4, f U11.4. it, . 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A' r% r ats jt rt�•rit.p le lihAi\ ii,t -1-6,1141LIE, - ,emu` M 1 1,47a4 off► 9.e. t `tip.E"Ac... - ir~ pc+ ■1* FOrG S1)0• t. 1Pf764-1MMI t t• {- t. 5 zNcisAsGb 'ti i to . u Lore • -rk;r .. A (.x> - L CCHSTIOIet 6 cf rf47 a• S GT.., 0M4)A1t;1.. r cqt. 4-,r�e Gls 41\414 ••f- SC'� 'lit CG Engineering 111 Main Street, Suite 106, Edmonds, WA 98020 Job N0. ci itI 11 F Sheet ,,.A Cacalc sheet.xls To specify your title block on these five lines, use the SETTINf =e,\ selection on the main menu and enter your title block information will be printed on each page. f Rev: 510300 1 use, KW0603330, Ve, 5.1.3.22•Jun.1990, WIn32 (e) 1913•• ENERCALC Title : Dsgnr: Description : Scope : Jobs! Date: 2:17PM, 19 JUN 00 General Timber Beam Page 1 c:teetsea484a.ecw:Calcutations Description US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (0 DEGREE SECTOR WITH ORIGINAL LOADING) General Information Section Name 5,125x30,0 Beam Width Beam Depth Member Type Load Our, Factor Beam End Fixity 5.125 in 30.000 in GluLam 1.150 Pin-Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements I Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 43.33 ft ft 13,50ft 2,400.0 psi 165.0 psi 025,0 psi 1,800.0 ksl Lu Lu Lu 0.00 ft 0,00 ft 0,00 ft ;Full Lengh Uniform Loads Center Lett Cantilever Right Cantilever OL DL. DL 258.00 #/tt #/ft 258.00 #ift i Point Loads LL LL LL Aesmeeserser 544.00 *ft s Jft 544,00 #ift Dead Load Live Load .,,distance Summary 2,000.0 Iba 4,800.0 ibs 58,830 ft Iba 0.000fts Iba lba 0.000 ft Iba lbs 0.000 ft Span. 43,33ft, Right Cants Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Mox ® Left Support Max 0 Right Support Max, M allow ro 2,557,04 psi Fb 2,342.38 psi Deflections Iba Iba 0,000 ft Iba 0.000 ft a 13,50f1, Boom Width ■ 5.1251n x Depth ■ 30:in, Ends are Pin•Pin 1.092 ; 1 183,8 k•ft 150.1 k•ft 183,81 loft at 20,190 ft •50,51 k•ft of 43.330 ft 0.00 k•ft •182,18 k•ft 160.06 N Fv 208.03 psi 189.75 psi Ibs lbs 0,00011 Overstressed In Bending 1 Maximum Shear • 1.5 Allowable Sheer 0 Loft Right Camber. t@ Left 0 Center Right Max 12.24 k Mox Reactions,.. Left DL Right DL 4,42 k 31, 18,21 k 21.12 k 0.000 In 0.753 in 0.083 In 16.21 k 38.55 k Kigtb Center Span,.. Deflection .,,Location .,.Length /Deft 218.0.19.112 •0,502 in 19,088 ft 1,035.9 Total Load •2,573 In 21.098 ft 202.08 Left Cantilever.., Deflection ,,.Length/Defl Right Cantilever,,, Deflection ,,.Length /Defl „gad load 0,000 In 0.0 Tetef teatl'�'� 0,000 in 0.0 •0.055 in •2,323 in 5,862,8 139.2 Stress Coles Bonding Analysis Ck 20.711 Cv 0.849 Center © Left Support 0 Right Support Shear Analysis Design Shear Area Required Fv; Allowable Bearing Supports Max. Left Reaction Max. Right Reaction Le Rb 0,000 ft 0.000 x o o 163.81 k•f1 0.00 k•ft 162.18 k•ft Left Support 24.31 k 126.139 in2 169.75 psi 16.21 k 38.55 k Sxx 768.750 in3 Area CI 0.000 839.20 in3 0,00 in3 830.86 in3 Q Right Support 31,68 k 166,943 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 153.750 in2 6.2944x2 2,342,38 psi 2,342.38 psi 2,342,38 psi 5.061 in 12.034 in 1V/ To specify your title block on these five lines, use the SETTING^ selection on the main menu and enter your title block information will be printed on each page, Title : Dsgnr: Description : Scope : Job # Date: 2:23PM, 19 JUN 00 Rw: 110100 Use MN4e03330, ve S.1.3. 22Jwr1101. Win32 (e) 1013.011 ENERCALC General Timber Beam Page 1 1 c, leclsee4 A4 a. ecw: C alculations Description US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (0 DEGREE SECTOR WITH REVISED LOADING) 1 General Information Section Name 5.125x30.0 Seam Width 5.125 in Beam Depth 30.000 in Member Type GluLam Load Dur. Factor Beam End Fixity 1.150 Pin-Pin Calculations are designed to 1997 NDS and 1997 USC Requirements 1 Center Span Left Cantilever Right Cantilever Fb Base AIIow Fv Allow Fe Allow E 43.33 ft Lu ft Lu 13.50ft Lu 2,400.0 psi 185.0 psi 625.0 psi 1,800.0 kal 0.00 ft 0,00 ft 0.00 ft _Full Lengh Uniform Loads Center Lek Cantilever Right Cantilever DI. DL DL 258,00 #/k 258.00 #/k LL LL LL 544.00 #/k #/k 544.00 #/k ` Point Loads lad Load Live Load .,,distance 2,000,0 Ibs 4,600,0 lbs 56.830 ft 81,0 lb$ Ibs 39.330 ft 210. lbs 129,0 tba 47,330 ft Span* 43,33ft, Right Cants 13.60ft, Beam Width • 5,125in x Max Stress Ratio 1.091 :1 Maximum Moment 183,6 loft Allowable 160,1 loft 163.57 k•ft at 20,19 •51,36 k•ft at 43,33 0.00 loft .163,54 loft 160.06 Reactions- Iv 207,05 psi Loft DI. Fv 189.75 psi Right DL Max. Positive Moment Max. Negative Moment Max ® Left Support Mox ® Right Support Max, M allow b 2,553.28 psi Fb 2.342,38 psi Ibs Ibs 0,000 ft Ibs lbs 0.000 ft Depth • 30,1n, Ends are Pin•PIn Ibs Ibs 0.000 ft Ibs 0.000ft s Overstressed In Bending I Maximum Shear ` 1.5 Allowable 0 ft Right Right Camber: @ Left Center ® Right 4,41 k Mex 12.54 k Max 31,8 k 16.20 k 21,22 k 0,000 in 0.748 In 0.101 in 16.20 k 38,90k Deflections Center span,,. Deflection ,,.Location ..,Longth/Defl Oeed Load •0,497 In 19.056 ft 1,045,0 lelliazi eft Cantilever,,. •2,688 In Deflection 21,098 ft ,..Length /Dort 202,47 Right Cantilever,,, Deflection .,.Length /Deft Stress Celts Sending Analysis Ck 20,711 Le Cv 0.849 Rb @ Center @ Left Support Right Support Shear Analysts Design Shear Area Required Fv; Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 in 0,0 •0,068 In 4,792.7 0.000 in 0.0 .2,344 In 138.2 0.000 ft 0.000 tgtx mn 163.57 loft 0.00 loft 163.54 loft 10 Left Support 24,30 k 128.045 in2 189.75 psi 16.20 k 38.99 k Sxx 768.750 in3 Area CI 0.000 e , 837.96 in3 0,00 in3 837.80 in3 @ Right Support 31.83 k 167.772 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 153.750 in2 811244,12M2 2,342.38 psi 2,342.38 psi 2,342.38 poi 5.057 in 12.172 in K1/ To specify your title block on these five lines, use the SETTINr -'', selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 2:34PM, 19 JUN 00 Rev: 510100 I Vitt ( 0333& r 5.1.3.224un.1900. wfn32 General Timber Beam c:iec15ea484 Description US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (100 DEGREE SECTOR WiTH ORIGINAL LOADING) Page 1 a.e4w.Calcuiatione General Information Section Name 5,125x22.5 Beam Width Beam Depth Member Type Load Our, Factor Beam End Fixity 5.125 in 22.500In GluLam 1.150 Pin-Pin Calculations are designed to 1997 NOS and 1997 UBC Requirements' Center Span 29.83 it Lu Left Cantilever ft Lu Right Cantilever ft Lu Fb Base Allow Fv Allow Fc Allow E 2,400.0 psi 185.0 psi 825.0 psi 1,800.0 kat 0.00 ft 0.00 ft 0.00 ft FUII Lengh Uniform Loads Center 01. Left Cantilever DL Right Cantilever 01. 248.00 #/ft #Ift *ft LL 1.1. 11. 544.00 #/ft #/ft #/it Spans 29.83ft, Beam Width • 5.1251n x Depth • 22,61n, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment 0,974: 1 87.9 k•ft 90,2 k•ft at 14.915 ft at 0.000 ft 87,87 loft 0.00 k•ft Max 0 Left Support 0,00 k•ft Max ® Right Support 0.00 k•ft Max, M allow 90,18 ft, 2,438,47 pal tv 163,27 pal Fb 2,502,46 psi Fv 189.75 psi Deflections Center Span... Deflection ...Location ...Length/Deft peed Load •0.500 in 14.915 ft 715,2 Maximum Shear Allowable Shear Reactions,,, Left 01. Right 01. Camber: 3.87 k 3.67 k • 1,5 0 Right 41 Left ® Center ® Right Max Max Beam Design OK 17,7 k 21.9 k 11,78 k 11.78 k 0,000 In 0,781 in 0.000 In 11,78 k 11.78it lemeemeeseemee Total Loag Loft Cantilever... -1.607 In Defection 14.916 ft -Length/Doll 222,72 Right Cantilever.., Deflection .,.Length/Deft pad Loai Total Long 0.000 In 0.000 In 0.0 0,0 0,000 In 0,0 0.000 in 0,0 Stress Coles 9 endAnalysis Z2Ind 11 Le Cv 0,007 Rb 0 Center 0 Left Support CD Right Support Shear Analysis Design Shear Area Required Fv; Allowable Bearing 0 Supports Max, Left Reaction Max. Right Reaction 0,000 ft 0.000 Wax foment 87,87 k•ft 0.00 lc-ft 0,00 k•ft ® Left Support 17.67 k 93,145 1n2 189,75 psi 11.78 k 11.78 k Sxx CI 432.4221n3 Area 0.000 Sxx Rea' 421,37 in3 0.00 in3 0.00 in3 Right Support 17.67 k 93,145 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 115.313 in2 ,Allowable rb 2,502,45 pal 2,502.45 psi 2,502.45 psi 3.679 in 3,679 in Query Values M. V, & D @ Specified Locations © Center Span Location 02 Right Cant. Location © Left Cant, Location 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k•ft 0.00 k -ft 0.00 k -ft Shear 11.78 Is 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in l�� To specify your title block on these five lines, use the SETTIN",„ selection on the main menu anm enter your title block information will be printed on each page. IRev: 510300 U!M KW.01103330. Vet S.1.$. 22•Jin• 1991. W■32 (e) 1111341 MACAW Title : Dsgnr: Description : Scope : Job Date: 2 :35PM, 19 JUN 00 General Timber Beam Page 1 - r,:eclsea484a ecw,ceiCuiations Description US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (100 DEGREE SECTOR WITH REVISED LOADING) LGeneral Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x22,5 Beam Width 5,125 in Beam Depth 22.500 In Member Type GluLam Load Dur, Factor Beam End Fixity 1.150 Pin•Pin Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Fc Allow E 29.83 ft ft ft 2,400.0 psi 165.0 psi 825.0 psi 1,800.0 kai Lu Lu Lu 0,00 ft 0.00 ft 0.00 ft Full Lengh Uniform Loads Center DL Loft Cantilever 01. Right Cantilever DL 245.00 #Ift #/ft #/ft 1.1. LL 1.1. 544.00 11/ft #/ft 1//ft LPolnt Loads Dour Load Live Load ,..distance 318,0Iba 122.01bs 194.0 Iba Ib! 15.830 ft 23,830 ft Summary Ibs Ibs 0,000 ft Ibs Ibs 0.000 ft Ibs 0,000 s ft ibs 0,000 ft s Iba 0.000 fts Overstressed In Bending I Spans 29.8311, Beam Width • 5,1251n x Depth • 22,51n, Ends are Pin•PIn Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max, Negative Moment Max © Loft Support Max @ Right Support Max, M allow fb 2,548,71 psi Fb 2,502.45 psi Deflections Center Span,.. Deflection ,,.Location ,..Length /Defl 1.018 :1 91.8 k•ft 90,2 k41 01,84 k•ft at 0.00 k•ft at 0,00 k•ft 0.00 k•ft 90,18 N 158.05 pal Fv 189,75 psi Maximum Shear" 1,5 Allowable Shear: 15,273 if 0,000 ft Reactions,., Left DL Right DL Camber, 3,84 k 3,03 k Right Loft @ Center @ Right Max Max 18,2 k 21.9 k 12,05 k 12.15 k 0,000 in 0.813 In 0.000 In 12.05 k 12.15k " Stress Calcs Bending Analysis Ck 20.711 Le Cv 0,907 Rb Center © Left Support CO Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Dead Loaq .0.542 in 14,915 ft 680,1 Total Load Lett Cantilever.,. •1,670 in Deflection 14.916 ft ...Length /Deft 214.34 Right Cantilever... Deflection ,..Length /Deft 0.000 In 0,0 0.000 In 0.0 0.000 in 0.0 0,000 in 0,0 0.000 ft 0.000 ax Amn 91.84 k•ft 0.00 k•ft 0,00 k•ft © Left Support 18.07 k 95.227 in2 189.75 psi 12.05 k 12,15 k Sxx 432.422 in3 Area CI 0.000 xx Rg9'q 440.42 in3 0.00 1n3 0.00 in3 @ Right Support 18.23 k 96.051 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd 115,313 ir2 2,502.45 psi 2,502,45 psi 2,502,45 pal 3.761 in 3.793 in To specify your title block on these five lines, use the SETTINGS, . selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 2 :26PM, 19 JUN 00 Rer St0300 User. KW.0003330, vet $.1.3.224w .1440. Wm32 f003d"lNQRCALC General Timber Beam Page 1 1 c :teasea4O4aecw:Calculations Description US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (210 DEGREE SECTOR WITH ORIGINAL LOADING) General Information Section Name Beam Width Beam Depth Member Type Load Our. Factor Beam End Fixity ,125 in 30.0001n GluLam Full h Uniform Loads Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever 43.33 ft .....Lu ft Lu 10.83 ft Lu Fb Base Allow 2,400.0 psi 1.150 Fv Allow 185.0 psi 625.0 psi .1 ' aEr}.� E ..• st b06 flA.iza.--e:) 014 G2r•G e,d•.140 ■it,est.r• AI 0.00 ft 0.00 ft 0.00 ft Center DL Left Cantilever DL Right Cantilever DL 258,00 #Ift #/ft 258.00 IS/ft LL LL LL 544.00 #/ft #/ft 544.00 #Ift Point Loads Dead Load Uve Load ,.,distance 4,000.0 lbs 8,800,0 lbs 58.830 ft Summary Span* 43,33ft, Right Cant• Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max, Negative Moment Max ® Left Support Max ® Right Support Max. M allow lb 3,431.54 psi Fb 2,342,38 pat lbs 0,000 ft a Iba lbs 0.000 ft Ibe lbs 0,000 ft Ibe ibs 0,000 ft Iba lbs 0,000 ft Iba ibis 0.000 ft 10,83ft, Seam Width • 5, 1.485 : 1 •210.8 loft 150,1 loft 155,24 loft at 49.13 k•ft at 0.00 it-ft •21903 loft 160.08 Fv 125In x Depth • 30,1n, Ends are Pin-Pin 219.01 pal 189.75 psi 10:817 ft 43,330 ft Overstressed in Bending 1 Maximum Shear 1,5 Allowable Shear, Left Right Camber ' Loft ® Center Right 3.08 k Max 13,98 k Max Roactlone,,, Loft DL Right DL Deflections Center Span... Deflection ,.,Location ,,,Length/Dofl Stress Calcs Bending Analysts Ck 20.71t Cv 0.849 Center 12 Left Support (� Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max, Left Reaction Max. Right Reaction peed Loam •0.334 in 17,246 ft 1,558.2 alitUailli Lett Cantilever... •2,393 in Deflection 20,910 ft .,,Longth /Dofl 217.26 Right Cantilever.., Deflection ,.,Length /Deft 7 8 22,45 k 0,000 in 0.501 In 0,495 in 15,78 k 43,93k 0.000 in 0.0 •0.330 in 788.1 Le Rb 0.000 ft 0.000 155.24 loft 0.00 loft 219.83 k•ft 0 Left Support 23.67 k 124.742 in2 189.75 psi 15.78 k 43,93 k Sxx 768.750 in3 Area CI 0.000 Y Remg 795.29 in3 0.00 in3 1,126.20 in3 (i Right Support 33.67 k 177.461 in2 169.75 psi Bearing Length Req'd Bearing Length Req'd 153.750 in2 tg waft 2,342,38 psi 2,342,38 psi 2,342.38 psi 4.926 in 13.716 in 0.000 in 0,0 •2,744 in 94,7 a�/ I t 1g To specify your title block on these five lines, use the SETTING"-•, selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job#t Date: 2:27PM, 19 JUN 00 1ler. 510364 User. KW4 d3236, Vet 5.1.2, 224u,,.1991. Whi32 tq 1113M ANEFiCALC General Timber Beam Description Page c:lectsea494a,ecwiCalculati ns US WEST ANTENNA SUPPORT: BEAMS SUPPORTING ANTENNA SKIDS (210 DEGREE SECTOR WITH REVISED LOADING) General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len • h Uniform Loads Center Lett Cantilever Right Cantilever 5,125 in 30.000 in GiuLam 1.150 Pin•Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Fb Base Allow Fv Allow Pc Allow 43.33 ft .....Lu ft .,.,.Lu 10,83ft .,..,Lu 2,400.0 psi 185.0 psi 0 •si 0.00 ft 0.00 ft 0.00 ft DL DL DL 258.00 Sift #/ft 258.00 Sift LL LL LL 544.00 #Ift #Ift 544,00 Sift Point Loads Dead Load Live Load ,.,distance 4,000,0 Ibs 0,800,0 Iba 68,830 ft 315,0 ibs 122.0 Ibs 194,0lbs ibs 47,330 ft 39:330 ft Ibs tbs 0,000 ft Iba Ibs 0:000 ft Iba Ibs 0,000 ft Iba Ibs 0.000 ft Span* 43,33ft, Right Cants 10.83ft, Beam Width a 6.125in x Depth a 30.1n, Ends are Pin•Pin Max Stress Ratio 1,479 ; 1 Maximum Moment •221.9 k•ft Allowable 160,1 k•ft Max, Positive Moment 164:89 k•ft et 10,817 ft Max, Negative Moment •70:39 k.ft at 43,330 ft Max ® Loft Support 0,00 k•t1 Max ® Right Support •221,87 k•f1 Max, M allow 160,06 fb 3,463.32 psi fy 220,55 pal Fb 2,342,38 psi Fv 189,76 psi Deflections Center Span.., Deflection ,,.Location .,,Length/Oefl Overstressed In Bonding i Maximum Shear ` 1.5 Allowable Shear 6 Left Right Camber: C Left ® Center ® Right 3 96 k Mox 14,43 k Max Reactions- Left DL Right 01. MUM' Total Load •0,327 in •2.380 in 17,240 ft 20,910 ft 1,6005 217.04 Stress Calce Lett Cantilever,., Deflection —Length/Deft Right Cantilever.,. Deflection .,:Length/Dell Sending Analysis Ck 20,711 Le Cv 0.849 Rb a Center 6 Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowable Searing Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 x men 164.89 k•ft 0.00 k•ft 221.87 k•ft a Left Support 23.64 k 124.601 in2 189.75 p51 Sxx 768,750 in3 CI 0.000 793,49 in3 0,001n3 1,136,63 in3 a Right Support 33.91 k 178.708 in2 169.75 psi 15.76 k Searing Length Req'd 44.60 k Searing Length Req'd 3.9 16,78 k 22,81 k 0.000 In 0,400 In 0,618 In 16.78 k 44,60k 0,000 in 0,0 •0.345 in 753.3 0,000 in 0,0 .2,780 in 94.0 Area 153.750 in2 :mat 2,342.38 psi 2,342.38 psi 2,342.36 psi 4.921 in 13.924 in 1 V . -• • 314 • 1 etlp, , .1 tiaPii-t k l i 31 1 4 . . 7.4 21 a gik.L.,f4.4. t il4e, 40 t mt..aitt......La_l I I t 1 : I : 1 1! 2 4 e ! " I g g 2 1 , , 4 ................r........L.,...J__. a ‘ — 4 I ! : i 4 . I , . et! i . I + e • • • ntrr"": 1 2' 21 ta, "If WS 411 1 t , ,° a.‘,.. 1, • l• 4 .• ."1 • 6 2 A44 • • oe'S ;•••=mrsant • ; ,V • 4 ;.• a.V•t' ,4,.. [Yr.!. 4;I 13 I :XI` I. I-I,Wl). ¶;11[ Al 111116 LX1V, ROOF PURLIN, .1Y14. 1IANGINI( 1'U RI.MAIl'I Al ! *.1REI'ICTI1111EI) PURI IN. 1:Xi5I', 1x4 1101S1S, I`YI'. PROVO HI rll IIM I° it AV 14 )(II 1h9. IN AI I .ti x (i 11ANC1 R. 1 1 / 16" x 11 7/8" 2.01' PARALI:AM I);►L N. AN() I WI 111 3/4 "0 MI it 1 S 0 12" 0.C, ;TAGGrRED x 6 x 5/16" I IAN= WITH 3/4 "N BOLTS " R 1j towt rimtti ',merle Vaal ann.. I..($ x ii x 16" x 1 . -1", TYP. --� HIM( (.. r'I_, `1/U x 6 x W-9" 1 .> f rP IIO1V11 -1{1.1 1►t1/4l1 r N11LS1/1A 4 '1N MC14. 41111 15. t f1. NIttHIN r1 tv i'114 A11111 U1VG:4. t;t1AX 101111 11 \--106‘1111141414,1 - ' 1/2'44; %ID til'E f 111"41111: T,I141 114 IV 4W'(iV,{111(1 W41111, 'art►'r{i 144114614. 5 I'A +SI. 4MIA111 ,t11141rt 144 t'gni1U 1M111 11.1A4 fr 144 IA. r4U tA• w4(0111• 111144111 01414 »i1f41H 1' Wit IA41 4418) ih•41411AJI(tt1 1 fi�.t It'I4A�1 41111 Al 14�1144,'�r A+Ka1)o4414. $1111444 • ,UP,INII 11144r.Y IW1A41 i44�1 Nigit °k171 WiUltl 4'r 1147,11 I41f+ I1+JIA'i1 WAY CA11 1/2'0 U- 11011, 111' 1141'A11111: 4'arrt'1'n 1114 41144.. Ur. uon' 7, 7" 1'#151. ('1*9. 140tli0IIdt4I 111$1, hour' HAWN $111rurntrrlro prn nr1..1 1, t Antenna Support Structures Rooftop Ballast Frame for Four Wireless Antennas Two Rooftop Ballast Frames, each with an extended - width antenna - mounting face, support up to four wire- less antennas on a Frame. The maximum outside- antenna separation is either 10' (3.048 m) or 12' (3.658 m). The Frame's footprint is 7' 3/8" (2.143 m) wide and 7' 111'. (2.413 tn) deep. One B1567 Rubber Mat Kit (p. 22.04) protects the roof under the front and rear ballast trays. An optional 99544 Ballast Tie -Down Kit (p, 22.04) is available to secure the concrete -block ballast, Antenna.Mounting Plow Ordefed ssparatal O. 22.04) Concrete block - bettatt toot inCtuded) Optional 99544 Ballast tie•Oown Kit, to, 22,04) to Mgt Concrete block ballast A)tvrnite !enter, -« .rentenne sepuet+on Antenna .44 sepetatwn 4uts+ae•intenne... —+� seDitat+on IOW (2,413 m► : i� -" 7' ve....- .-'° �jr ``e .---- I. i43 nit 1 use 9ovonel 01567 how Met )tit, (D: 22.04) ow DalI$ % oars (Dr tttr+t root 0t011104 S' 6.3/4" (1.694 mi —r 2' ti4" (614 m) Center. Product Antenna Antenna Number Separation Separation Outside. Antenna Separation 5'tt 524 sal! 10' (3 04g m) . 22.02 - Rooftop Frames valmont 4 MICROF . 1 Conversion Kit for Rooftop Ballast Frames Conversion Kits are available to field modify an installed Rooftop Ballast Frame from its existing. face -width to a longer face -width for greater antenna separation, The Kits support three antennas and may require an additional • separately ordered Antenna - Mounting Pipe, The 99575 Conversion Kit modifies a 99540 Frame, with a 6' 1" (1.854 m) maximum antenna separation, to an extended -face Frame with an outside - antenna separation of 10' (3.048 m). The 99577 Conversion Kit modifies either a 99540 Frame or a 99546 Frame, with a 6' 1" (1,854 m) or a 10' (3,048 m) outside-antenna separation, respectively, to an extended -face Frame with an outside- antenna separa- tion of 12' (3.658 m). Product For Number Winn Frame 99575 99340 99577 99540& 99448 Converse To Face Width to. ' 3.048 m) 12'43.858 m) Rooftop Ballast Frame for Three Wireless Antennas The 99545 Rooftop Ballast Frame, supporting up to three wireless antennas, has an extended -width antenna- mounting face that is centered between the front and back ballast trays. The maximum outside - antenna separation is 10' (3,048 m). The Frame!; footprint is 7' 3/8" (2,143 m) wide and 7' 11" (2.413 m) deep, One B1567 Rubber Mat Kit (p, 22.04) protects the roof under the front and rear ballast trays. An optional 9954 Ballast Tie -Down Kit (p, 22.04) is available to secure the concrete -block ballast, , ..„— �.. --.-- t3 0 Q ml .."--(1.524 4 n+) P1001 1i9041 $sOt(ttt +Y (o, 22.04) 00110141 19t43 ., eclat; 711•24v4 Kit. la 22 04) to WV, :an6+ttt 0t90 94440h ConGfte 0144)( HUdit 1n9t ,Ac'u9t2) Product Number 99545 5' 6.314' 11.695 ^+) 2' 1 /4" 1616 mm) 7' lt' (2.413 :Ili 143" 27. 3 /Q m) Description i Rooftop Ballast Frame wnh centered mountng fact ∎� EMS WIRELE•.S RV33 :�:xp 33° beamwidth 19.7 dRi pain 42" Vertical Polarization RF CONNECTORS 60 inch Electrical SPECIFICATIONS Azimuth Beamwtoth Elevation 3eamwtoth Gain Polarization Front•tc•3ack Rao Electrical Dowrtitt Cottons VSWR Connectors Power -.andlirg Pae3w+t 'ntemotlulaticn Limning orctesvon 33' 6' 191 ,Bi (17.3 ISM Vertical 25.3 (? 30 IS /C.i 1.351 Max 1 :7 7pe N :r 7.13 CIN ,'ernati) 250 ","Jogs 4.147 4Bc ;2 tong -43 lem (30'N) 43 Ct131311 :aura CimeN.cns (L .tW .c 3) Mechanical 60in x 1 tin x Tin (1514 cm x 30,5.;n x 17.3 :^I) 130 mph (209 4r,nr! Et r,45ml 1•4 :bs (640 y', 10 :b3 (356 Ni 1 27 'b3 (12x3 icgl Pam Wino Veloc;y E:uivaient Flat Pate Area F�cnt'Nnd Lon 7d 100 men ',61 ion) Sect 'Nina Lap 1C0 mcn ;161 •4cn) 'Nevi Note: F3tent Fending ard'US Patent numcsr 5, 757, 2 =5 AIM 4r3 Ddrier9 4r4 `4 :r49rt3tt',4 4fA v3 1tacr9 '3Y :cto. 3 :41,r:of.:r. ;1"3y :nirti4 ,vdr'Ct,t 'Cm :us'0 ; :rt,m,44 i :form: 4rn4n44111en3.: 11'441 :314'. :3t3 3 sysd3ol4'Nm ;.4'aC ; :r! :r • a'r..Y4o i t3 NNN.4m8wr4 41 :: :m VD �4deot 411 :(143141 MOUNTING OPTIONS 214 Model Number Descriction Stanearo Mount sr :ennat Swwel Moan: McCnaricai ownpit ,1 ;15 Cluster Mont Kits V•3ctt Cluster `,kart <;t Comments mcut3:0 Wail non ,non 4•: a :le (3.3 McUrting 411 ;r :4I6rg s,tn'i. it 31jtistment. 3' •'$' :r'3' •'S' M4:rdrlC3l Ccwr t't 3 av t'r 3 : :' scar, :r : 3rterna3 13y' scar. 3 antennas : :' inn , 4 5.0 C. acts. M i a•'X!Y•'0' Steel 3an4 Mount i 7 ' • . • a:iamater3 .3 'y• ' Mole! 't:rncer anon riDr434r1i3 3 3ene`3 :f :rCC;y:s. Sad 'rC(drt :rg :cucn3 3aC : :Cn heC "iC TC :et rt,rtter. EMS Wireless :rr Elevation 0' Downtiit '9' +1(770) 532.0555 Fax i-1 (770) 729.0036 pyorird 4 4/' GLI9„5--ggi ,404 St) • saran] 2 LL 4 0 ki Li- 1.10" • , f42,1 A.eautt, 101 rtY roe /et') 4,v seAtz 2,0 447. mcf-suptirmorr : 4x/1 ptAtai /vs ir 0, 2xl's ny ? , /Ai mosr irtexirsc.‘ i 11‘trjj LA. Or.' 1:2 Dfrra" r 1! a.;• ,,j r al. _. -3 1,, 4..,1 , Alli -I ..---.7.---4-r- —77.7---- - 1216kftliod beed-10 rm.- . cm- , - -•1 - • - - ----2r.71--.- 1'! avro . ti,•."' ' rys4"4.'a . Oar.; rip 4 6y15iivr SAt#0J 1g-44 44- 0-4 x3o (As e$1.41i.vdZ 401 a1 Ols 10 046 SX i0 est" 4.......61.••■••■•••■•■••• Ot.fli 44.1.511.5V;;04 Rtiv ,1 s/Avei 11. 1 roCio. VammaiSagamaa01...msoza •14 134 ns Say ?AA A... Lana+ 5 0472.0079/ • .15 94/ 6)'AL // •sAto.s •PlaaaNINomanowargawarowalleva awimmalmealre fil41■MaIMMINONanNaMlfallaNe 43/.4I' viaaawaaaa. 1/ p,ovk 5,11( ? 14.34 11/2,42. s awaymmamaammoomaraawarameiraaaaaaa.aaaa 43'• 211 0517 4-29 PIA-145 N crr •4.1cAlu.„t . . , , ...• . , • ifs 1,,Art?-4Y 004 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -1.50 DATE: 12 -1.1 -2001 PROJECT NAME: LINDAL CORPORATE PARK SITE ADDRESS: 10400MARTIN_. LUTHER._KING WAY SUITE NO: Original Plan Submittal Response to Incomplete Letter #_ _X_ Response to Correction Letter #�— Revision # After Permit Is Issued DEPARTMENTS.: Building Division ❑ Public Works ❑ Fire Prevention Structural Planning Division AWL. 12-11-CO ma Permit Coordinator MI DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C✓ Comments: Incomplete ❑ DUE DATE:. ASAP Not Applicable ❑ TUES/THURS ROUTING: Please Route ff Structural Review Required REVIEWER'S INITIALS: _ No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE ASAP Not Approved (attach comments) ❑ DATE: CORRECTION DET RMtf TION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: . . WRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M.I2000 -150 DATE: 10 -27 -2000 PROJECT NAME: LINDAL CORPORATE PARK SITE ADDRESS: 10400 MARTIN LUTHER KING .WY SUITE NO: Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # „_,,,,Revision # After Permit Is issued r. JIPARTMENTS: Building Division ❑ Public Il 1. R1a Works Itel oo Fire Prevention ❑ PI nni(4'Uivision Structural ❑ Permit Coordinator go DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: I O -3 -2Q, Complete Eff4 Incomplete ❑ Not Applicable ❑ Comments: TOES /THURS ROUTI Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: API?VALS OR CORRECTIONS: (ten days) DUE DATI 1 -28-ZQQQ Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ZP1 REVIEWER'S INITLN.S; DATE: Gtr 1, l ( -t -a0 _... -i CO C O D IN O : DUE DATE Approved I Approved with Conditions I Not Approved (attach comments) �❑ REVIEWER'S INITIALS: DATE: wneam.uur Y., Asii) ERMIT PLAN SLIP ACTIVITY NUMBER: MI2000 -150 DATE: _7 -3 -2000, PROJECT NAME: LI N DAL CORP PK. /US WEST SITE ADDRESS: .10400 MARTIN LUTHER KING WY XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Bu ing Division Public Works Fie r ion 1tLa.1*) Structural tic] • PI nit ; ivision 1 -sue Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thu�,s, Complete ❑ Incomplete Comments: La 31,. I'. ti DUE DATELIQD Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE R- -2O1 Not Approved (attach comments) ❑ DATE: cianciarinEugmmioth Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) T DATE: WRILGUILIXK Vel City of Tukwila. John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4261p Plan Cheek/Permit Number: , /4.1 / • ZOt1C0 - /Flo Er Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: L (ND6L. comm RECEIVED CITY OF TUKWILA OCT 2 7 2000 PERMIT CENTER Project Address: _Log( 00 m tuna Contact Person: 1,136L6Xag ._. Phone Number: (42 5) 662:L01. Summary of Revision: or (R. Cot4Vc't c u��_n_ ��u. . ._ e'er. ! • • 4 fc . i otsic el 1 at CO � Of w. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: er Entered in Sierra on I D .-2.1"00 06/29/99 Wash! : on 98188 • (206) 431-3670 • Fax (206) 4313665 F615.0:11.000 kleTh • DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY. LAW AS CONST CONT GENERAL *at CC03;0.. BITE DATE.4 os/pI/2oo1 t210f71979. • •• AMERICAN.LINg BUILDERS INC 246 TUCANNON RD DAYTON WA 99328 ■• • - .4. /al , • • • ry Public In and for the State of Washington itia141 • Detach And Display CertIOCAte I certify that this is a copy of the original license, #AMER11•210CG, which expires 5/1/2001, avid J. me, Vice President American Line Builders, Inc. • O. 110 •••• • t. OM ri 11,0 ••••• • In .144 4 114*follift‘'' • • 4$ • .4 44:" • 1. My commission expires: 1.13-01